Calculators Created by Mithila Muthamma PA

Created Constant of Proportionality for greater Air Trip Distances

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Created Constant of Proportionality given Travel by Air Passengers between Cities

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Created Cost of Travel between i and j given Travel by Air Passengers between Cities

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Created Distance between i and j given Travel by Air Passengers between Cities i and j

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Created Population of destination city given travel by air passengers between cities

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Created Population of origin city given travel by air passengers between cities

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Created Total Air Trips generated in City i for greater Air Trip Distances

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Created Total Air Trips generated in City i given Travel by Air Passengers between Cities

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Created Total Air Trips generated in City j for greater Air Trip Distances

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Created Total Air Trips generated in City j given Travel by Air Passengers between Cities

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Created Travel by Air Passengers between Cities i and j

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Created Travel by Air Passengers between Cities i and j for greater Air Trip Distances

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Created Travel by Air Passengers between Cities i and j given Travel Cost

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Verified Strain Difference in Prestressed Tendons given Strain in Concrete at level of Steel

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Verified Strain Difference in Tendons at any Loading Stage

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Verified Strain in Concrete at Level of Steel

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Verified Strain in Prestressed Tendons

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Verified Braking Distance on Level Ground with Efficiency

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Verified Velocity of Vehicle in meter per second for Braking Distance

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5 More Braking Distance Calculators

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Created Domestic Passenger Enplanement

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Created Domestic Passenger Enplanement in Location i

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Created Percent Market Share for Airport

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Created Percent Market Share for Region 'j'

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Created Percent Market Share of State of total US Market

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Created Total Scheduled Domestic Passenger Enplanement

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Created Deepwater Celerity

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Created Deepwater Wavelength

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Created Group Velocity for Deepwater

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Created Group Velocity for Shallow Water

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Created Group Velocity given Deepwater Celerity

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Created Group velocity of Wave given Wavelength and Wave Period

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Created Wave Period given Group Velocity for Shallow Water

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Created Wavelength given Group Velocity of Shallow Water

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Created Equation for Runoff for Deccan Plateau

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Created Equation for Runoff for Ghat Regions of Western India

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Created Air Transport Movement per Aircraft

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Created Airline Industry Wages

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Created Average Trip Length given Passenger Enplanements

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Created Jet Fuel Price given Yield

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Created Passenger Enplanements

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Created Real Gross National Product

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Created Real Yield given Revenue Passenger Miles

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Created Regression Model Formulation for Yield

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Created Revenue Passenger Miles

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Created Revenue Passenger Miles given Passenger Enplanements

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Verified Mean Velocity of Flow given Pressure Difference

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3 More Mean Velocity of Flow Calculators

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Created Airline Service Weekly Departing Flights from Airport 1

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Created Airline Service Weekly Departing Flights from Airport 2,3

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Created Travel Times from Analysis Zone to Airports 1 given Percent of Passengers

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Created Travel Times from Analysis Zone to Airports 2,3

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Verified Pressure Gradient given Maximum Velocity between Plates

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1 More Pressure Gradient Calculators

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Verified Average Non-Conformities in Inspected Unit

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Verified Average Proportion Non-Confirming

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Verified Coefficient of Variation

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Verified Number Non-Confirming in Sample

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Verified Number of Defective Units given Reliability Number

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Verified Number of Units Tested given Reliability Number

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Verified Proportion Non-Confirming in Sample

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Verified Reliability Number

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Verified Area of Concrete given Factored Axial Load on Member

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Verified Area of Longitudinal Reinforcement for Columns given Factored Axial Load on Member

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Verified Area of Longitudinal Reinforcement given Gross Area of Concrete

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Verified Factored Axial Load on Member

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Verified Factored Axial Load on Member given Gross Area of Concrete

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Verified Gross Area of Concrete given Area of Concrete

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Verified Gross Area of concrete given Area of Longitudinal Reinforcement

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Verified Gross Area of Concrete given Factored Axial Load on Member

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Verified Percentage of Compression Reinforcement given Area of Longitudinal Reinforcement

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Created Distance to Accelerate and Stop given Full Strength Pavement Distance

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Created Field Length or Total Amount of Runway needed

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Created Full Strength Pavement Distance for Aborted Takeoff

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Created Full Strength Pavement Distance given Field Length

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Created Stopway Distance given Field Length

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Created Stopway Distance given Full Strength Pavement Distance

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Verified Allowable Load for Bridges using Structural Carbon Steel

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Verified Allowable Load for Bridges using Structural Carbon Steel when Column Ends are Pinned

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Verified Ultimate Load for Bridges using Structural Carbon Steel

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Verified Ultimate Load for Bridges using Structural Carbon Steel when Columns are Pinned

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2 More Additional Bridge Column Formulas Calculators

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Created Adjusted Design Value for Lateral Loading for Bolts

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Verified Adjusted Design Value for Withdrawal for Nails and Spikes

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Verified Adjusted Design Value for Withdrawal for Wood Screws

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Created Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors

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Created Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors

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8 More Adjustment of Design Values for Connections with Fasteners Calculators

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Created Aerodrome Reference Temperature

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Verified Monthly Mean of Average Daily Temperature for given ART

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Created Monthly mean of maximum daily temperature for hottest month of year

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Created Aircraft Gross Wing Area for Lifting Force Provided by Wing Body of Vehicle

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Created Aircraft Gross Wing Area given Vehicle Speed under Steady Flight Conditions

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Created Aircraft Gross Wing Area given Vehicle Stalling Speed

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Created Maximum Attainable Lift Coefficient given Vehicle Stalling Speed

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Created Vehicle Stalling Speed given Maximum Attainable Lift Coefficient

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Created Desired Take off Weight

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Created Fuel Weight to be Carried given Desired Takeoff Weight

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Created Lift Coefficient for Lifting Force Provided by Wing Body of Vehicle

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Created Lifting Force given Friction Force due to Rolling Resistance

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Created Lifting Force Provided by Wing Body of Vehicle

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Created Operating Empty Weight when Desired Take-off Weight is considered

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Created Payload carried when desired take-off weight is considered

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Created Speed of Sound (Mach number)

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Created True Aircraft Speed (Mach number)

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Created True Mach number when true aircraft speed

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Created Vehicle Speed for Lifting Force Provided by Wing Body of Vehicle

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Created Storage Coefficient from Theis Equation of Transmissivity

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Created Theis equation to determine storage coefficient

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Created Theis equation to determine transmissivity

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Created Transmissivity given Storage Coefficient from Theis Equation

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Verified Area of Prestressing Tendon for Known Tensile Strength of Section

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Verified Characteristic Tensile Strength of Prestressing Tendons for Known Tensile Strength of Section

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Verified Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement

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Verified Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement

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Created Discharge when drawdown at pumping well is considered

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Created Drawdown at Pumping Well

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Created Drawdown when Steady Flow of Unconfined Aquifer

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Created Transmissivity when Discharge at Drawdown is considered

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Verified Extrados Stresses on Arch Dam

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Verified Shear Force given Rotation due to Shear on Arch Dam

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7 More Arch Dams Calculators

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Created Buoyant Force of Body Submerged in Fluid

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Created Mass Density of Fluid for Buoyant Force Submerged in Fluid

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Created Volume of Submerged part of object given Buoyant Force of body Submerged in Fluid

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Created Depth at which Reservoir is Completely Filled up

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Created Incremental Sediment Volume

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Created Original Reservoir Area at New Zero Level

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Created Sediment Volume between Old Zero and New Zero Bed Level

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Created Sediment Volume to be Distributed in Reservoir

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Created Flow Velocity

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Created Moving Boat Velocity

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Created Moving Boat Velocity given Width between Two Verticals

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Created Partial Discharge in Sub-Area between Two Verticals given Flow Velocity

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Created Partial Discharge in Sub-Area between Two Verticals given Resultant Velocity

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Created Resultant Velocity given Flow Velocity

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Created Resultant Velocity given Moving Boat Velocity

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Created Time of Transit between two Verticals given Width between Verticals

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Created Width between Two Verticals

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Verified Amount of Hydropower

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Verified Effective Head given Energy through Hydraulic Turbines

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Verified Efficiency of Hydropower Station given Amount of Hydropower

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Verified Efficiency of Hydropower Station given Energy through Hydraulic Turbines

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Verified Energy through Hydraulic Turbines

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Verified Head given Amount of Hydropower

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Verified Head given Energy through Hydraulic Turbines

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Verified Head Loss given Amount of Hydropower

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Verified Head Loss given Energy through Hydraulic Turbines

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Verified Period of Flow given Energy through Hydraulic Turbines

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Verified Rate of Flow of Water given Energy through Hydraulic Turbines

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Verified Modulus of Elasticity given Maximum Bending Stress at Proof Load of Leaf Spring

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4 More At Proof Load Calculators

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Verified Strain in Concrete due to Effective Prestress

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Verified Strain in Tendons due to Effective Prestress

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Verified Stress in Concrete Member with Non-Prestressing Steel at Service Load Having Compressive Axial Load

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Created Attractive Force Potentials per unit Mass for Moon

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Created Attractive Force Potentials per unit Mass for Moon given Harmonic Polynomial Expansion

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Created Attractive Force Potentials per unit Mass for Sun

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Created Attractive Force Potentials per unit Mass for Sun given Harmonic Polynomial Expansion

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Created Distance from center of earth to center of moon given attractive force potentials

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Created Mass of Moon for Given Attractive Force Potentials

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Created Mass of Moon given attractive force potentials with harmonic polynomial expansion

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Created Mass of Sun for Given Attractive Force Potentials

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Created Mass of Sun given attractive force potentials with harmonic polynomial expansion

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Created Mean radius of earth given attractive force potentials per unit mass for moon

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Created Mean radius of earth given attractive force potentials per unit mass for Sun

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Created Moon's Tide-generating attractive Force Potential

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Created Tide-generating attractive Force Potential for Sun

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Verified Weight Density of Bar using Area at Section 1 of Bars of uniform Strength

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2 More Bar of Uniform Strength Calculators

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Created Barlow's Formula for Runoff

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Created Barlow's Formula for Runoff in Average Catchment with Average or Varying Rainfall

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Created Barlow's Formula for Runoff in Average Catchment with Continuous Downpour

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Created Barlow's Formula for Runoff in Average Catchment with Light Rain

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Created Barlow's Formula for Runoff in Flat Cultivated and Absorbent Soils with Average or Varying Rainfall

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Created Barlow's Formula for Runoff in Flat Cultivated and Absorbent Soils with Continuous Downpour

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Created Barlow's Formula for Runoff in Flat Cultivated and Absorbent Soils with Light Rain

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Created Barlow's Formula for Runoff in Flat Partly Cultivated Stiff Soils with Average or Varying Rainfall

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Created Barlow's Formula for Runoff in Flat Partly Cultivated Stiff Soils with Continuous Downpour

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Created Barlow's Formula for Runoff in Flat Partly Cultivated Stiff Soils with Light Rain

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Created Barlow's Formula for Runoff in Hills and Plains with Little Cultivation and Continuous Downpour

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Created Barlow's Formula for Runoff in Hills and Plains with Little Cultivation and Light Rainfall

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Created Formula for Runoff in Hills and Plains with Little Cultivation and Average or Varying Rainfall

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Created Formula for Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Light Rain

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Created Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Average or Varying Rainfall

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Created Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Continuous Downpour

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Verified Base Area of Oblique Prism given Volume

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1 More Base Area of Oblique Prism Calculators

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Created Average Inflow Denoting at Beginning and End of Time Interval

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Created Average Inflow given Change in Storage

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Created Average Outflow Denoting Beginning and End of Time Interval

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Created Average Outflow in Time given Change in Storage

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Created Change in Storage Denoting Beginning and End of Time Interval

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Created Change in Storage Denoting Beginning and End of Time Interval concerning Inflow and Outflow

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Created Inflow at Beginning of Time Interval given Average Inflow

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Created Inflow at End of Time Interval given Average Inflow

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Created Inflow Rate given Rate of Change of Storage

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Created Outflow at Beginning of Time Interval given Average Inflow

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Created Outflow at End of Time Interval given Average Inflow

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Created Outflow Rate given Rate of Change of Storage

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Created Rate of Change of Storage

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Created Storage at Beginning of Time Interval

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Created Storage at End of Time Interval

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Created Storage at End of Time Interval of Reservoir

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Verified Absolute Pressure given Absolute Temperature

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Verified Absolute Temperature given Absolute Pressure

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Verified Change in Internal Energy given Total Heat Supplied to Gas

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Verified Constant for External Work Done in Adiabatic process Introducing Pressure

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Verified Continuity Equation for Compressible Fluids

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Verified External Work Done by Gas given Total Heat Supplied

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Verified External Work Done by Gas in Adiabatic Process Introducing Pressure

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Verified Gas Constant given Absolute Pressure

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Verified Kinetic Energy given Total Energy in Compressible Fluids

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Verified Mass Density given Absolute Pressure

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Verified Molecular Energy given Total Energy in Compressible Fluids

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Verified Potential Energy given Total Energy in Compressible Fluids

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Verified Pressure Energy given Total Energy in Compressible Fluids

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Verified Pressure for External Work Done by Gas in Adiabatic Process Introducing Pressure

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Verified Pressure given Constant

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Verified Specific Volume for External Work Done in Adiabatic Process Introducing Pressure

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Verified Total Heat Supplied to Gas

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1 More Basic Relationship of Thermodynamics Calculators

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Created Actual Infiltration

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Created Cumulative Infiltration given Total Precipitation

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Created Direct Surface Runoff given Total Precipitation

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Created Equation for Potential Maximum Retention

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Created Initial Abstraction

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Created Initial Abstraction given Ratio of Infiltration to Retention

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Created Initial Abstraction given Total Precipitation

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Created Maximum Potential Runoff

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Created Precipitation given Maximum Potential Runoff

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Created Precipitation given Potential Maximum Retention

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Created Water Balance Equation for Rainfall

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Created Depth given Water Surface Slope

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Created Superelevation

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Created Superelevation due to Varying Entrance Channel Cross-Section

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Created Tidal Amplitude in Ocean

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Verified Bending Moment of Cantilever Beam Subjected to UDL at Any Point from Free End

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Verified Bending Moment of Simply Supported Beam Subjected to Point Load at Mid-Point

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16 More Beam Moments Calculators

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Verified Beam Depth for Extreme Fiber Stress in Rectangular Timber Beam

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Verified Beam Depth given Horizontal Shearing Stress

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11 More Beams Calculators

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Verified Critical Elastic Moment

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Verified Critical Elastic Moment for Box Sections and Solid Bars

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11 More Beams Calculators

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Verified Straight Beam Deflection

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Verified Tapered Beam Deflection for Mid-Span Concentrated Load

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Verified Tapered beam Deflection for Uniformly Distributed Load

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Verified Allowable Bearing Stress on Milled Stiffeners and other Steel Parts

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Verified Tensile Strength of Connected Part given Allowable Bearing Stress on Milled Stiffeners

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6 More Bearing on Milled Surfaces and Bridge Fasteners Calculators

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Verified Dead Load Moment given Stress in Steel for Unshored Members

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Verified Multiplier for Allowable Stress when Flange Bending Stress is lesser than Allowable Stress

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Verified Stress in Steel for Shored Members

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7 More Bending Stresses Calculators

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Verified Boyle's Law According to Adiabatic Process

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Verified Boyle's Law According to Isothermal Process

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Verified Boyle's Law given Mass Density

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Verified Boyle's Law given Weight Density in Adiabatic Process

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Created Assumed Brake Application Speed given Distance for Deceleration in Normal Braking Mode

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Created Deceleration Rate when Distance for Deceleration in Normal Braking Mode

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Created Deceleration Rate when Distance for Deceleration in Normal Braking Mode is considered

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Created Distance for Transition from Main gear Touchdown to create Stabilized Braking Configuration

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Created Distance required for Deceleration in normal Braking mode

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Created Distance required for Deceleration in Normal Braking Mode to Nominal Takeoff Speed

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Created Distance required for Transition from Maingear Touchdown to create Stabilized Braking Configuration

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Created Nominal Turn-Off Speed given Distance for Deceleration in Normal Braking Mode

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Created Nominal Turn-off Speed given Distance required for Deceleration in normal Braking mode

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Created Threshold Speed given Distance for Deceleration in Normal Braking Mode

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Created Threshold Speed given Distance required for Transition from Maingear Touchdown

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Created Vehicle Speed given Distance required for Transition from Maingear Touchdown

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Created Breaker Depth Index

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Created Breaker Depth Index given Wave Period

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Created Breaker Height Index

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Created Deepwater Wave Height given Breaker Height Index

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Created Deepwater Wavelength given Breaker Height Index from Linear Wave Theory

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Created Equivalent Unrefracted Deepwater Wave Height given Breaker Height Index from Linear Wave Theory

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Created Local Depth given Root Mean Square Wave Height

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Created Local Depth given Zero Moment Wave Height

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Created Root Mean Square Wave Height at Breaking

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Created Semi-Empirical Relationship for Breaker Height Index from Linear Wave Theory

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Created Water Depth at Breaking given Breaker Depth Index

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Created Wave Height at Incipient Breaking given Breaker Depth Index

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Created Wave Height at Incipient Breaking given Breaker Height Index

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Created Wave Height at Incipient Breaking using Beach Slope

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Created Wave Period given Breaker Depth Index

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Created Zero-Moment Wave Height at Breaking

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Created Bowen's Ratio

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Created Energy Balance to Evaporating Surface for Period of One Day

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Created Evaporation from Energy Budget Method

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Created Heat Energy used up in Evaporation

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Verified Distance from Centroid for Maximum Intensity in horizontal plane on Buttress Dam

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Verified Sectional Area of Base for Maximum Intensity in horizontal plane on Buttress Dam

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9 More Buttress Dams using law of Trapezoid Calculators

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Verified Deflection at Any Point on Cantilever Beam carrying Couple Moment at Free End

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Verified Deflection at Any Point on Cantilever Beam carrying UDL

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Verified Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End

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Verified Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End

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Verified Slope at Free End of Cantilever Beam Carrying Concentrated Load at Free End

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Verified Slope at Free End of Cantilever Beam Carrying Couple at Free End

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Verified Slope at Free End of Cantilever Beam carrying UDL

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Verified Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End

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5 More Cantilever Beam Calculators

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Created Allowable Load per Area for Cast Iron Columns

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2 More Cast Iron Columns Design Calculators

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Verified Tension at any Point given Catenary Length of Simple Cable with UDL

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3 More Catenary Calculators

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Verified Span of Cable given Catenary Parameter for UDL on Catenary Parabolic Cable

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Verified Total Sag given Catenary Parameter for UDL on Catenary Parabolic Cable

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4 More Catenary Cable Sag and Distance between Supports Calculators

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Created Equation for Suspended Sediment Load

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Created Soil Erodibility Factor given Suspended Sediment Load

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Created Stream Flow Discharge given Suspended Sediment Load

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Verified Slope of Channel Bed given Average Velocity in Channel with Chezy Constant

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6 More Chezy Constant in Uniform Flow Calculators

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Verified Wetted Area given Discharge through Channels

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18 More Circular Section Calculators

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Verified Diameter at Other End of Circular Tapering Rod

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9 More Circular Tapering Rod Calculators

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Created Inflow at Beginning of Time Interval for Routing of Time-Area Histogram

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Created Inflow Rate between Inter-Isochrone Area

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Created Inter-Isochrone Area given Inflow

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Created Outflow at Beginning of Time Interval for Routing of Time-Area Histogram

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Created Outflow at End of Time Interval for Routing of Time-Area Histogram

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Created Time Interval at Inter-Isochrone Area given Inflow

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Verified Deflection for Close-Coiled Helical Spring

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Verified Diameter of Spring Wire or Coil given Deflection for Close-Coiled Helical Spring

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Verified Load Applied on Spring Axially given Deflection for Close-Coiled Helical Spring

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Verified Mean Radius of Spring given Deflection for Close-Coiled Helical Spring

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Verified Modulus of Rigidity given Deflection for Close-Coiled Helical Spring

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Verified Number of Spring Coils given Deflection for Close-Coiled Helical Spring

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Created Complete Elliptic Integral of Second Kind

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Created Distance from Bottom to Crest

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Created Distance from Bottom to Wave Trough

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Created Elevation above Bottom given Pressure under Cnoidal Wave in Hydrostatic Form

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Created Free Surface Elevation of Solitary Waves

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Created Ordinate of Water Surface given Pressure under Cnoidal Wave in Hydrostatic Form

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Created Particle Velocities given Free Surface Elevation of Solitary Waves

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Created Pressure under Cnoidal Wave in Hydrostatic Form

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Created Trough to Crest Wave Height

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Created Wave Height given Distance from Bottom to Wave Trough and Water Depth

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Created Wave Height Required to Produce Difference in Pressure on Seabed

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Created Wave Height when Free Surface Elevation of Solitary Waves

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Created Wavelength for Complete Elliptic Integral of First Kind

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Created Wavelength for Distance from Bottom to Wave Trough

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Verified Shear Stress on Cylinder given Torque exerted on Inner Cylinder

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Verified Total Torque

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18 More Coaxial Cylinder Viscometers Calculators

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Created Coefficient of permeability at any temperature t for standard value of coefficient of permeability

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Created Coefficient of permeability at temperature of permeameter experiment

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Created Coefficient of permeability from analogy of laminar flow (Hagen Poiseuille flow)

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Created Coefficient of Permeability when Specific or Intrinsic Permeability is Considered

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Created Coefficient of Permeability when Transmissibility is Considered

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Created Cross sectional area when coefficient of permeability at permeameter experiment is considered

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Created Discharge when Coefficient of Permeability at Permeameter Experiment is Considered

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Created Dynamic viscosity of fluid of laminar flow through conduit or Hagen Poiseuille flow

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Created Dynamic Viscosity when Specific or Intrinsic Permeability is Considered

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Created Equation for Specific or Intrinsic Permeability

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Created Equivalent permeability when transmissivity of aquifer is considered

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Created Hagen Poiseuille flow or mean particle size of porous medium laminar flow through conduit

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Created Kinematic Viscosity and Dynamic Viscosity Relation

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Created Kinematic Viscosity at 20 degree Celsius for standard value of coefficient of permeability

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Created Kinematic Viscosity for standard value of coefficient of permeability

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Created Kinematic Viscosity when Specific or Intrinsic Permeability is Considered

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Created Length when Coefficient of Permeability at Permeameter Experiment is Considered

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Created Specific or Intrinsic Permeability when Coefficient of Permeability is Considered

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Created Specific or Intrinsic Permeability when Dynamic Viscosity is Considered

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Created Standard value of coefficient of permeability

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Created Unit weight of fluid

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Verified Elastic Local Buckling Stress

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Verified Flat Width Ratio of Stiffened Element using Elastic Local Buckling Stress

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Verified Flat Width Ratio of Stiffened Element using Moment of Inertia

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Verified Minimum Allowable Moment of Inertia

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11 More Cold Formed or Light Weighted Steel Structures Calculators

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Verified Buckling Stiffness Factor

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Created Slenderness Ratio for Beams

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Verified Stress Induced using Moment of Resistance, Moment of Inertia and Distance from Extreme Fiber

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Verified Stress Induced with known Distance from Extreme Fiber, Young's Modulus and Radius of curvature

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17 More Combined Axial and Bending Loads Calculators

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Verified Bending Moment given Combined Bending and Torsion

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Verified Bending Stress given Combined Bending and Torsional Stress

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4 More Combined Bending and Torsion Condition Calculators

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Verified Creep Coefficient given Creep Strain

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Verified Elastic Strain given Creep Strain

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Verified Magnetic Declination to West

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9 More Compass Surveying Calculators

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Verified Angle of Oblique Plane using Normal Stress when Complementary Shear Stresses Induced

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5 More Complementary Induced Stress Calculators

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Created Discharge at Initial Time

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Created Discharge at Initial Time in Alternative Form of Exponential Decay

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Created Discharge concerning Recession Constant

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Created Discharge given Storage

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Created Discharge in Alternative Form of Exponential Decay

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Created Drainage Area given Time Interval from Peak in Straight-Line Method of Baseflow Separation

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Created Recession Constant

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Created Recession Constant for Base Flow

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Created Recession Constant for Interflow

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Created Recession Constant for Surface Storage

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Created Storage Remaining at any Time t

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Created Time Interval from Peak in Straight-Line method of Baseflow Separation

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Created Barometric Efficiency given Compressibility Parameters

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Created Coefficient of Storage for Unconfined Aquifer

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Created Discharge per Unit Width of Aquifer

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Created Saturated thickness of aquifer when coefficient of storage for unconfined aquifer is considered

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Verified Manning's Formula for Bed Slope given Discharge

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Verified Manning's Formula for Roughness Coefficient given Conveyance of Section

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17 More Computation of Uniform Flow Calculators

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Created Confidence Interval of Variate

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Created Confidence Interval of Variate Bounded by X2

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Created Equation for Confidence Interval of Variate

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Created Equation for Confidence Interval of Variate Bounded by x2

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Created Equation for Variate 'b' using Frequency Factor

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Created Probable Error

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Created Sample Size when Probable Error is Considered

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Created Variate 'b' given Probable Error

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Created Aquifer thickness when discharge is considered

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Created Coefficient of Permeability when discharge is considered

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Created Discharge per unit width of aquifers

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Created Equation of Hydraulic Grade Line in Confined Groundwater Flow

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Created Length when Discharge per Unit Width of Aquifer is Considered

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Created Rate of movement through aquifer and confining bed

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Created Velocity Equation of Hydraulics

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Verified Constant K2 given Deflection due to Thrust on Arch Dam

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Verified Constant K4 given Rotation due to Twist on Arch Dam

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4 More Constant Thickness on Arch Dam Calculators

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Verified Injury Frequency Rate

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Verified Injury Frequency Rate given Injury Index

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Verified Injury Index

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Verified Injury Severity Rate

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Verified Number of Days Lost given Severity Rate

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Verified Number of Disabling Injuries given Frequency Rate

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Verified Number of Man-Hour Worked given Frequency Rate

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Verified Severity Rate given Injury Index

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Created Clearway Distance for Continued Takeoff

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Created Clearway Distance given Field Length under Continued Takeoff

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Created Clearway Distance given Takeoff Run

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Created Distance of 35 ft Obstacle given Takeoff Run

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Created Distance to clear 35 ft Obstacle for Clearway Distance for Continued Takeoff

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Created Field Length or Total Amount of Runway needed under Continued Takeoff

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Created Liftoff Distance given Clearway Distance for Continued Takeoff

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Created Takeoff Run for Continued Takeoff

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Verified Discharge given Critical Depth for Triangular Channel

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15 More Critical Flow and its Computation Calculators

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Verified Free Float used in CPM

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Verified Independent Float used in CPM

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Verified Interfering Float

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Verified Total Float in CPM

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6 More Critical Path Method Calculators

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Verified Cross Sectional Area given Dynamic Thrust Exerted by Jet on Plate

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Verified Cross Sectional Area given Work Done by Jet on Plate per Second

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1 More Cross Sectional Area Calculators

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Verified Head on Entrance measured from Bottom of Culvert

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10 More Culverts on Subcritical Slopes Calculators

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Verified Curve Number

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Created Curve Number for Antecedent Moisture Condition One

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Created Curve Number for Antecedent Moisture Condition-III

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Verified Potential Maximum Retention

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Created Potential Maximum Retention given Curve Number

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Verified Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations

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Verified Equipotential Lines given discharge for Dams on Soft Foundations

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Verified Hydraulic Gradient per unit head for Dams on Soft Foundations

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Verified Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations

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Verified Total Pressure per unit Area for Dams on Soft Foundations

Go

13 More Dams on Soft or Porous Foundations by Darcy’s law Calculators

Go

Created Apparent Velocity and Bulk Pore Velocity Relationship

Go

Created Apparent Velocity of Seepage

Go

Created Apparent Velocity of Seepage given Reynolds Number of Value Unity

Go

Created Apparent velocity of seepage when discharge and cross-sectional area are considered

Go

Created Bulk Pore Velocity

Go

Created Coefficient of Permeability when Apparent Velocity of Seepage is considered

Go

Created Darcy's Law

Go

Created Hydraulic Gradient when Apparent Velocity of Seepage is considered

Go

Created Kinematic Viscosity of Water given Reynolds Number of Value Unity

Go

Created Representative Particle Size given Reynolds Number of Value Unity

Go

Created Reynolds Number of Value Unity

Go

Verified Pressure Drop over Piston

Go

11 More Dash-Pot Mechanism Calculators

Go

Created Average Depth of Harbor for Water Volume Exchanged during Entire Tide Period

Go

Created Average Harbor Depth

Go

Created Average Harbor Depth given Portion caused by Filling

Go

Created Average River Density over one Tide Period given Relative Density

Go

Created Cross-Sectional Area of Entrance given Water Volume exchanged during entire Tide Period

Go

Created Density Influence given Ratio of Water Volume entering Harbor per Tide

Go

Created Difference between High and Low Tide Levels given Portion caused by Filling

Go

Created Difference between High and Low Tide Levels given Tidal Prism of Harbor Basin

Go

Created Maximum River Density given Relative Density

Go

Created Minimum River Density given Relative Density

Go

Created Portion caused by Filling Evaluated by Comparing Tidal Prism of Harbor to Total Harbor Volume

Go

Created Portion caused by Filling given Average Harbor Depth

Go

Created Portion caused by Filling given Ratio of Water Volume Entering Harbor per Tide

Go

Created Ratio of Water Volume entering Harbor per Tide to Harbor Volume

Go

Created Relative Density given River Density

Go

Created Relative Density given Velocity in Dry Bed Curve

Go

Created Tidal Prism of Harbor Basin

Go

Created Tidal Prism of Harbor Basin given Difference between High and Low Tide Levels

Go

Created Total Harbor Volume based upon Depth

Go

Created Total Harbor Volume based upon Depth given difference between High and Low Tide Levels

Go

Created Total Water Volume Exchanged during entire Tide Period

Go

Created Velocity in Dry Bed Curve

Go

Created Water Depth given Velocity in Dry Bed Curve

Go

Created Density Influence

Go

Created Filling Current Velocity given Density Influence

Go

Created Length of Harbor given Density Influence

Go

Created Time Interval over which Density Difference exists given Density Influence

Go

Created Average Unit Weight of Sediment Deposit during Period of T Years

Go

Created Equation for Weighted Value of Sand, Silt and Clay

Go

Created Initial Unit Weight given Average Unit Weight of Deposit

Go

Created Percentage of Clay given Unit Weight of Deposit

Go

Created Percentage of Sand given Unit Weight of Deposit

Go

Created Percentage of Silt for Unit Weight of Deposits

Go

Created Rough Estimation for Unit Weight of Deposit by Koelzer and Lara Formula

Go

Created Weighted Value given Average Unit Weight of Deposit

Go

Created Aircraft Datum Length given Length of each Wedge-shaped End of Fillet

Go

Created Distance along Straight Taxiway Center line given Length of each End of Fillet

Go

Created Length of each Wedge-Shaped end of Fillet

Go

Created Maximum Deviation permissible without Filleting

Go

Created Maximum value of Deviation of main Undercarriage given Radius of Fillet

Go

Created Minimum Safety Margin given Maximum Deviation permissible without Filleting

Go

Created Minimum Safety Margin given Radius of Fillet

Go

Created Radius of Fillet

Go

Created Radius of Taxiway Centerline given Radius of Fillet

Go

Created Taxiway Width given Maximum Deviation permissible without Filleting

Go

Created Track of Main Undercarriage given Maximum Deviation permissible without Filleting

Go

Created Track of main Undercarriage given Radius of Fillet

Go

Verified Dynamic Viscosity given Power Requirement for Flocculation

Go

Verified Mean Velocity Gradient given Power Requirement for Flocculation

Go

Verified Power Requirement for Flocculation in Direct Filtration Process

Go

Verified Volume of Flocculation Basin given power requirement for flocculation

Go

15 More Design of Rapid Mix Basin and Flocculation Basin Calculators

Go

Created Maximum Slab thickness

Go

2 More Design of Two Way Slab System Calculators

Go

Created Consumptive Use of Water for Large Areas

Go

Created Equation for Constant depending upon Latitude in Net Radiation of Evaporable Water Equation

Go

Created Equation for Parameter Including Wind Velocity and Saturation Deficit

Go

Created Transpiration ratio

Go

Created Water Consumed by Transpiration

Go

Created First Moment of DRH about Time Origin divided by Total Direct Runoff

Go

Created First Moment of ERH about Time Origin divided by Total Effective Rainfall

Go

Created First Moment of ERH given Second Moment of DRH

Go

Created First Moment of Instantaneous Unit Hydrograph or IUH

Go

Created Second Moment of DRH about Time Origin divided by Total Direct Runoff

Go

Created Second Moment of ERH about Time Origin divided by Total Excess Rainfall

Go

Created Second Moment of Instantaneous Unit Hydrograph or IUH

Go

Created Applied Shear at Section for Development Length of Simple Support

Go

Created Computed Flexural Strength given Development Length for Simple Support

Go

Created Development Length for simple Support

Go

4 More Development Length Requirements Calculators

Go

Created Catchment area when maximum flood discharge is considered in Dickens formula

Go

Created Dicken's Formula for maximum flood discharge

Go

4 More Dicken's Formula (1865) Calculators

Go

Created Average Depth of Stream given Length of Reach

Go

Created Average Width of Stream using Mixing Length

Go

Verified Constant Rate Injection Method or Plateau Gauging

Go

Created Discharge in Stream by Constant Rate Injection Method

Go

Created Length of Reach

Go

Verified Discharge given Velocity Approach

Go

Verified Discharge Passing over Weir considering Velocity

Go

Verified Discharge when End Contractions is suppressed and Velocity is considered

Go

Verified Discharge when End Contractions is suppressed and Velocity is not considered

Go

3 More Discharge Calculators

Go

Created Drawdown across one log cycle from distance drawdown graphs given transmissivity

Go

Created Drawdown across One Log Cycle given Transmissivity for Inconsistent Units

Go

Created Pumping rate from distance drawdown graphs

Go

Created Pumping Rate given Transmissivity for Inconsistent Units from Distance-Drawdown Graphs

Go

Created Storage coefficient for inconsistent units from distance drawdown graphs

Go

Created Storage coefficient from distance drawdown graphs

Go

Created Time at which drawdowns are measured for storage coefficient

Go

Created Transmissivity for inconsistent units from distance drawdown graphs

Go

Created Transmissivity from distance drawdown graphs

Go

Created Transmissivity given storage coefficient from distance drawdown

Go

Verified Bending Moment Capacity of Rectangular Beam

Go

Verified Depth of Equivalent Rectangular Compressive Stress Distribution

Go

Verified Force Acting on Compressive Steel

Go

Verified Force Acting on Tensile Steel

Go

Verified Total Compression on Concrete

Go

Verified Total Compressive force on Beam Cross Section

Go

5 More Doubly Reinforced Rectangular Sections Calculators

Go

Created Catchment Area given Drainage Density

Go

Created Drainage Density

Go

Created Length of all Streams given Drainage Density

Go

Created Column Slenderness Ratio for Critical Buckling Load

Go

Created Critical Buckling Load

Go

Created Cross Section Area of Column for Critical Buckling Load

Go

Created Flow Velocity given Reynolds Number in Shorter Length of Pipe

Go

Created Kinematic Viscosity of Fluid given Reynolds Number in Shorter Length of Pipe

Go

Created Pipe Diameter given Reynolds Number in Shorter Length of Pipe

Go

Created Reynolds Number in Shorter Length of Pipe

Go

Verified Dynamic Viscosity for Discharge through Pipe

Go

3 More Dynamic Viscosity Calculators

Go

Verified Dynamic Viscosity given Maximum Velocity between Plates

Go

Verified Dynamic Viscosity using Velocity Distribution Profile

Go

2 More Dynamic Viscosity Calculators

Go

Created Angular Velocity given Pressure Gradient Normal to Current

Go

Created Coriolis Acceleration

Go

Created Current Velocity given Coriolis Acceleration

Go

Created Current Velocity given Pressure Gradient Normal to Current

Go

Created Latitude given Coriolis Acceleration

Go

Created Latitude given Pressure Gradient Normal to Current

Go

Created Pressure Gradient Normal to Current

Go

Verified Grade Resistance Factor given Grade Resistance for Motion on Slope

Go

11 More Earth Moving Calculators

Go

Verified Original Volume of Soil given Compacted Volume

Go

8 More Earth Quantities Hauled Calculators

Go

Created Angle between Wind and Current Direction

Go

Created Atmospheric Pressure as function of Salinity and Temperature

Go

Created Density given Atmospheric Pressure whose value of Thousand is reduced from Density Value

Go

Created Depth given Angle between Wind and Current Direction

Go

Created Depth given Volume Flow rate per unit of Ocean Width

Go

Created Depth of Frictional Influence by Eckman

Go

Created Latitude given Depth of Frictional Influence by Eckman

Go

Created Salinity given Atmospheric Pressure

Go

Created Velocity at Surface given Velocity Component along Horizontal x Axis

Go

Created Velocity at Surface given Velocity detail of Current Profile in Three Dimensions

Go

Created Velocity Component along Horizontal x Axis

Go

Created Velocity in Current Profile in Three Dimensions by introducing Polar Coordinates

Go

Created Vertical Coordinate from Ocean Surface given Angle between Wind and Current Direction

Go

Created Vertical Eddy Viscosity Coefficient given Depth of Frictional Influence by Eckman

Go

Created Volume Flow Rates per unit of Ocean Width

Go

Verified Contribution per Unit

Go

Verified Fixed Cost

Go

Verified Profit for Total Expenses

Go

Verified Selling Price

Go

Verified Total Cost

Go

Verified Total Cost given Profit

Go

Verified Total Revenue

Go

Verified Total Variable Cost

Go

Verified Volume of Output

Go

Created Eddy Loss for Abrupt Contraction Channel Transition

Go

Created Eddy Loss for Abrupt Expansion Channel Transition

Go

Created Eddy Loss for Gradual Contraction Channel Transition

Go

Created Eddy Loss for Gradual Expansion Channel Transition

Go

Created Eddy Loss for Non-uniform Flow

Go

Created King's Dimensionless Variable

Go

Created Ocean Tide Amplitude using King's Dimensionless Variable

Go

Created River or Freshwater Inflow to Bay using King's Dimensionless Variable

Go

Created Surface Area of Bay or Basin using King's Dimensionless Variable

Go

Created Tidal Period using King's Dimensionless Variable

Go

Verified Efficiency of Turbine and Generator given Power in Kilowatt

Go

3 More Efficiency of Turbine Calculators

Go

Verified Shear Modulus of Elasticity given Torsional Buckling Load for Pin Ended Columns

Go

6 More Elastic Flexural Buckling of Columns Calculators

Go

Verified Elastic Modulus of Rock given Rotation due to Moment on Arch Dam

Go

5 More Elastic Modulus of Rock Calculators

Go

Verified Differential Pressure Head of Elbow Meter

Go

3 More Elbow Meter Calculators

Go

Verified Current in Coil in Electromagnetic Method

Go

Verified Depth of Flow in Electromagnetic Method

Go

Created Measurement for Discharge in Electromagnetic Method

Go

Verified Load on Conical Bar with known Elongation due to Self Weight

Go

Verified Modulus of Elasticity of Conical Bar with known Elongation and Cross-sectional area

Go

11 More Elongation of Tapering Bar due to Self Weight Calculators

Go

Created Difference in Elevations and Original Bed of Reservoir given New Total Depth of Reservoir

Go

Created Difference in Elevations of Full Reservoir Level and Original Bed of Reservoir

Go

Created Height up to which Sediment Completely Fills up given New Relative Depth

Go

Created New Total Depth of Reservoir

Go

Created Relative Area for Different Type Classification of Reservoir

Go

Created Relative Area given Soil Erodibility Factor

Go

Created Relative Depth at New Zero Elevation

Go

Created Sediment Area at any Height above Datum

Go

Created Volume of Sediment Deposited between two Consecutive Heights by Average End Area Method

Go

Created Volume of Sediment Deposited between two Consecutive Heights by Weighted Area Method

Go

Created Volume of Sediment Deposition given Incremental Area

Go

Created Energy Dissipation Rate by Battjes and Janssen

Go

Created Energy Dissipation Rate per unit Surface Area due to Wave Breaking

Go

Created Energy Flux associated with Stable Wave Height

Go

Created Maximum Wave Height given Energy Dissipation Rate

Go

Created Maximum Wave Height using Miche Criterion

Go

Created Mean Wave Frequency given Energy Dissipation Rate

Go

Created Percentage of Waves Breaking given Energy Dissipation Rate

Go

Created Stable Wave Height

Go

Created Water Depth given Energy Dissipation Rate per unit Surface Area due to Wave Breaking

Go

Created Water Depth given Maximum Wave Height by Miche Criterion

Go

Created Water Depth given Stable Wave Height

Go

Created Wave Number given Maximum Wave Height by Miche Criterion

Go

Created Wavelength given Maximum Wave Height by Miche Criterion

Go

Created Kinetic Energy per unit Length of Wave Crest

Go

Created Potential Energy per unit Length of Wave Crest

Go

Created Wave Height given Kinetic Energy per unit Length of Wave Crest

Go

Created Wave Height given Potential Energy per unit Length of Wave Crest

Go

Created Wavelength for Kinetic Energy per unit Length of Wave Crest

Go

Created Wavelength given Potential Energy per unit Length of Wave Crest

Go

Verified Curvature of Column Based on Column Mode of Failure

Go

Verified Lateral Deflection of Equivalent Pin Ended Column at distance x

Go

Verified Length of Equivalent Pin Ended Column given Max Deflection at Mid Height

Go

Verified Maximum Deflection at Mid Height given Lateral Deflection of Pin Ended Column

Go

Verified Maximum Deflection at Mid-Height of Equivalent Pin-Ended Column

Go

Created Air Temperature given Air-Sea Temperature Difference

Go

Created Air-Sea Temperature Difference

Go

Created Coefficient of Drag at 10m Reference Level given Wind Stress

Go

Created Coefficient of Drag for Winds Influenced by Stability Effects

Go

Created Coefficient of Drag for Winds Influenced by Stability Effects given Von Karman Constant

Go

Created Friction Velocity given Height of Boundary Layer in Non-Equatorial Regions

Go

Created Friction Velocity given Wind Speed at Height above Surface

Go

Created Friction Velocity given Wind Stress

Go

Created Friction Velocity of Wind in Neutral Stratification as Function of Geostrophic Wind Speed

Go

Created Geostrophic Wind Speed

Go

Created Geostrophic Wind Speed given Friction Velocity in Neutral Stratification

Go

Created Gradient of Atmospheric Pressure Orthogonal to Isobars

Go

Created Gradient of Atmospheric Pressure Orthogonal to Isobars given Gradient Wind Speed

Go

Created Height of Boundary layer in Non-Equatorial Regions

Go

Created Height z above Surface given Standard Reference Wind Speed

Go

Created Rate of Momentum Transfer at Standard Reference Height for Winds

Go

Created Water Temperature given Air-Sea Temperature Difference

Go

Created Wind Speed at Height above Surface in form of near Surface Wind Profile

Go

Created Wind Speed at Height z above Surface

Go

Created Wind Speed at Height z above Surface given Standard Reference Wind Speed

Go

Created Wind Speed at Standard 10-m Reference Level

Go

Created Wind Speed given Coefficient of Drag at 10-m Reference Level

Go

Created Wind Stress given Friction Velocity

Go

Created Wind Stress in Parametric Form

Go

Created Area of Catchment given Annual Sediment Yield Rate

Go

Created Area of Catchment given Volume of Sediment Yield per Year

Go

Created Catchment Area given Annual Sediment Yield Rate

Go

Created Catchment Area given Volume of Sediment Yield per Year

Go

Created Dhruv Narayan Et Al's Equation for Annual Runoff Volume

Go

Created Dhruv Narayan Et Al's Equation for Annual Sediment Yield Rate

Go

Created Joglekar's Equation for Annual Sediment Yield Rate

Go

Created Joglekar's Equation for Volume of Sediment Yield per Year from Catchment Area

Go

Created Khosla's Equation for Annual Sediment Yield Rate

Go

Created Khosla's Equation for Volume of Sediment Yield per Year from Catchment Area

Go

Verified Pressure Head for Steady Non Viscous Flow

Go

8 More Euler's Equation of Motion Calculators

Go

Created Dalton's Law of Evaporation

Go

Verified Dalton-Type Equation

Go

Created Meyers formula (1915)

Go

Created Rohwers formula (1931)

Go

Created Vapour Pressure of Air using Dalton's Law

Go

Created Vapour Pressure of Water at given Temperature for Evaporation in Water Bodies

Go

Created Actual Evapotranspiration

Go

Created Actual Evapotranspiration given Aridity Index

Go

Created Aridity Index

Go

Created Change in Moisture Storage

Go

Created Precipitation given Change in Moisture Storage

Go

Created Runoff given Change in Moisture Storage

Go

Created Subsurface Outflow given Change in Moisture Storage

Go

Created Adjustment related to Latitude of Place given Potential Evapotranspiration

Go

Created Equation for Blaney Criddle

Go

Created Equation for Net Radiation of Evaporable Water

Go

Created Mean Monthly Air Temperature for Potential Evapotranspiration in Thornthwaite Equation

Go

Created Net Radiation of Evaporable water given Daily Potential Evapotranspiration

Go

Created Parameter Including Wind Velocity and Saturation Deficit

Go

Created Penman's Equation

Go

Created Thornthwaite Formula

Go

Created Clear Span in Direction Moments given Total Static Design Moment

Go

Created Strip Width given Total Static Design Moment

Go

Created Total Static Design Moment in Strip

Go

Created Uniform Design Load Per Unit of Slab Area given Total Static Design Moment

Go

2 More Flat Plate Construction Calculators

Go

Verified Discharge Flowing by Jet

Go

Verified Discharge Flowing in Direction Normal to Plate

Go

Verified Discharge Flowing in Direction Parallel to Plate

Go

9 More Flat Plate Inclined at an Angle to the Jet Calculators

Go

Verified Area of Cross Section of Jet for Force Exerted by Stationary Plate on Jet

Go

Verified Force Exerted by Stationary Plate on Jet

Go

Verified Velocity for Force Exerted by Stationary Plate on Jet

Go

3 More Flat Plate Normal to the Jet Calculators

Go

Verified Absolute Velocity given Thrust Exerted by Jet on Plate

Go

Verified Dynamic Thrust Exerted on Plate by Jet

Go

Verified Velocity of jet given dynamic thrust exerted by jet on plate

Go

Verified Work Done by Jet on Plate per Second

Go

2 More Flat Plate Normal to the Jet Calculators

Go

Verified Modular Ratio for Equivalent Width of Flitched Beam

Go

2 More Flitched Beam Calculators

Go

Created Discharge at Structure

Go

Created Free Flow Discharge under Head using Submerged Flow over Weir

Go

Created Head over Weir given Discharge

Go

Created Submerged Flow over Weir using Villemonte Formula

Go

Verified Additional Head given Discharge for Cipolletti Weir Considering Velocity

Go

Verified Coefficient of Discharge given Discharge for Cipolletti Weir

Go

Verified Discharge for Cipolletti Weir

Go

Verified Discharge for Cipolletti Weir if Velocity is Considered

Go

Verified Discharge over Cipolletti Weir by Francis Cipolletti

Go

Verified Discharge over Trapezoidal Notch if overall Coefficient of Discharge for Trapezoidal notch

Go

Verified Head given Discharge for Cipolletti Weir

Go

Verified Head given Discharge for Cipolletti Weir using Velocity

Go

Verified Head given Discharge over Cipolletti Weir

Go

Verified Length of Crest given Discharge for Cipolletti Weir

Go

Verified Length of Crest given Discharge over Cipolletti Weir by Francis, Cipolletti

Go

Verified Length of Crest when Discharge for Cipolletti Weir and Velocity is Considered

Go

Verified Coefficient of Discharge when Discharge for Triangular Weir when Angle is 90

Go

Verified Discharge for Entire Triangular Weir

Go

Verified Discharge for Triangular Weir if Angle is at 90

Go

Verified Discharge for Triangular Weir if Coefficient Discharge is Constant

Go

Verified Discharge for Triangular Weir if Velocity is Considered

Go

Verified Head for Discharge for Entire Triangular Weir

Go

Verified Head when Coefficient Discharge is Constant

Go

Verified Head when Discharge for Triangular Weir Angle is 90

Go

Verified Approach Velocity

Go

Verified Bazins Formula for Discharge if Velocity is considered

Go

Verified Bazins Formula for Discharge if Velocity is not considered

Go

Verified Coefficient for Bazin Formula

Go

Verified Coefficient for Bazin Formula if Velocity is considered

Go

Verified Coefficient of Discharge given Discharge Passing over Weir considering Velocity

Go

Verified Coefficient when Bazin Formula for Discharge if Velocity is considered

Go

Verified Coefficient when Bazin Formula for Discharge Velocity is not considered

Go

Verified Depth of Water Flow in Channel given Velocity Approach

Go

Verified Francis Formula for Discharge for Rectangular Notch if Velocity is considered

Go

Verified Francis Formula for Discharge for Rectangular Notch if Velocity not considered

Go

Verified Rehbocks Formula for Coefficient of Discharge

Go

Verified Rehbocks Formula for Discharge over Rectangular Weir

Go

Verified Width of Channel given Velocity Approach

Go

3 More Flow Over Rectangular Sharp-Crested Weir or Notch Calculators

Go

Created Number of Data Points given Percentage Probability of Flow Magnitude

Go

Created Order Number of Discharge given Percentage Probability of Flow Magnitude

Go

Created Percentage Probability of Flow Magnitude

Go

Created Average per Cycle Exchange Coefficient

Go

Created Channel Depth given Vessel Blockage Ratio

Go

Created Channel Width given Vessel Blockage Ratio

Go

Created Concentration of Substance after i Tidal Cycles

Go

Created Continuity and Energy Equations given Froude Number, Drawdown and Vessel Blockage Ratio

Go

Created Direction of Wave Propagation for Froude numbers up to unity

Go

Created Drawdown with respect to Water Depth

Go

Created Froude Number where Particle Motion in Vessel generated Waves does not Reach Bottom

Go

Created Individual Wave Celerity created by Moving Vessel

Go

Created Initial Concentration of Substance in Harbor Water

Go

Created Return Flow Velocity

Go

Created Vessel Blockage Ratio

Go

Created Vessel Speed given Froude Number

Go

Created Vessel Speed given Individual Wave Celerity created by Moving Vessel

Go

Created Vessel Speed given Return Flow Velocity

Go

Created Vessel's Midsection Wetted Cross-Sectional Area given Vessel Blockage Ratio

Go

Created Water Depth given Froude Number

Go

Verified Deflection in Leaf Spring given Load

Go

Verified Load given Deflection in Leaf Spring

Go

Verified Modulus of Elasticity in Leaf Spring given Deflection

Go

Verified Number of plates given Deflection in Leaf Spring

Go

Verified Thickness given Deflection in Leaf Spring

Go

Verified Width given Deflection in Leaf Spring

Go

Verified Anchorage Slip given Settling Length

Go

Verified Area of Prestressing Steel given Settling Length

Go

Verified Loss of Prestress due to Slip

Go

Verified Pressure Drop given Setting Length

Go

Verified Pressure Drop when Anchorage Slip and Settling Length are Considered

Go

Verified Prestressing Force after Immediate Loss when Reverse Friction Effect is Considered

Go

Verified Prestressing Force at distance x when Reverse Friction is Considered

Go

Verified Settling Length given Pressure Drop

Go

Verified Settling Length given Prestressing Force Immediately after Loss

Go

Verified Slip of Anchorage

Go

Created Angular Speed of Earth for given Coriolis Frequency

Go

Created Coriolis Frequency

Go

Created Coriolis Frequency given Horizontal Component of Coriolis Acceleration

Go

Created Drag Coefficient

Go

Created Drag Coefficient given Wind Stress

Go

Created Horizontal Component of Coriolis Acceleration

Go

Created Horizontal Speed across Earth's Surface given Coriolis Frequency

Go

Created Horizontal Speed across Earth's Surface given Horizontal Component of Coriolis Acceleration

Go

Created Latitude given Coriolis Frequency

Go

Created Latitude given Magnitude of Horizontal Component of Coriolis Acceleration

Go

Created Magnitude of Horizontal Component of Coriolis Acceleration

Go

Created Wind Speed at Height 10 m for Drag Coefficient

Go

Created Wind Speed at Height 10 m given Wind Stress

Go

Created Wind Stress

Go

Verified Allowable Compressive Stress in Rectangular Section

Go

3 More Forest Products Laboratory Recommendations Calculators

Go

Created Angle of Current Relative to Longitudinal Axis of Vessel for Form Drag of Vessel

Go

Created Average Current Speed for Form Drag of Vessel

Go

Created Form Drag Coefficient given Form Drag of Vessel

Go

Created Form Drag of Vessel due to Flow of Water Past Vessel's Cross-sectional Area

Go

Created Form Drag of Vessel given Total Longitudinal Current Load on Vessel

Go

Created Vessel Beam given Form Drag of Vessel

Go

Created Vessel Draft given Form Drag of Vessel

Go

Created Form Factor given Shape Factor

Go

Created Form Factor given Width of Basin

Go

Created Form Factor using Watershed Dimensions

Go

Created Shape Factor given Watershed Length

Go

Created Watershed Area given Shape Factor

Go

Created Watershed Length given Shape Factor

Go

4 More Form Factors Calculators

Go

Created Natural Free Oscillation Period

Go

Created Natural Free Oscillation Period for Average Horizontal Velocity at Node

Go

Created Natural Free Oscillation Period for Closed Basins

Go

Created Natural Free Oscillation Period for Open Basin

Go

Created Natural Free Oscillation period given Maximum Horizontal Particle Excursion at Node

Go

Created Water Depth given Natural Free Oscillation Period

Go

Created Froude Scaling

Go

Created Froude Scaling given Velocity and Length

Go

Created Gravity Forces for Froude Scaling

Go

Created Inertia or Pressure Forces given Froude Scaling

Go

Created Length for Froude Scaling

Go

Created Velocity for Froude Scaling

Go

Verified Area of Concrete Section when Transformed Area is Calculated

Go

Verified Area of Prestressing Steel given Transformed Area

Go

Verified Transformed Area of Prestressed Member

Go

Verified Transformed Area of Prestressed Member given Gross Area of Member

Go

Verified Compressive Stress due to External Moment

Go

Verified Cross Sectional Area given Compressive Stress

Go

Verified External Moment with Known Compressive Stress

Go

Verified Length of Span given Uniform Load

Go

Verified Prestressing Force given Compressive Stress

Go

Verified Prestressing Force given Uniform Load

Go

Verified Resulting Stress due to Moment and Prestress and Eccentric Strands

Go

Verified Resulting Stress due to Moment and Prestressing Force

Go

Verified Sag of Parabola given Uniform Load

Go

Verified Stress due to Prestress Moment

Go

Verified Uniform Compressive Stress due to Prestress

Go

Verified Upward Uniform Load using Load Balancing Method

Go

Created Air Trips between i and j

Go

Created Air Trips in Year y for Stated Purpose under Leisure Category

Go

Created Country Pair Relation Index given Air Traffic between Stations i and j

Go

Created Factor to adjust for Quantum Effects given Air Trips between i and j

Go

Created Income for Leisure given Air Trips for Stated Purpose under Leisure Category

Go

Created Population at i given Air Trips between i and j

Go

Created Population at Origin given Air Trips in Year y for Stated Purpose under Leisure Category

Go

Created Time in Years given Air Trips between i and j

Go

Verified Depth of Flow given Wetted Area for Rectangle

Go

11 More Geometrical Properties of Rectangular Channel Section Calculators

Go

Verified Hydraulic Depth for Trapezoidal

Go

Verified Width of Sections given Hydraulic Radius

Go

15 More Geometrical Properties of Trapezoidal Channel Section Calculators

Go

Verified Depth of Flow for Wetted Perimeter for Triangle

Go

Verified Hydraulic Radius of Flow

Go

Verified Wetted Perimeter for Triangular Section

Go

14 More Geometrical Properties of Triangular Channel Section Calculators

Go

Created Inflow at Beginning of Time Interval

Go

Created Inflow at End of Time Interval

Go

Created Outflow at Beginning of Time Interval

Go

Created Outflow at End of Time Interval

Go

Verified Gradient given Camber

Go

Verified Height for Straight Line Camber

Go

10 More Gradients Calculators

Go

Verified Load given Stress due to gradually Applied Load

Go

Verified Stress due to gradually Applied Load

Go

1 More Gradually Applied Load Calculators

Go

Created Capillary Suction given Infiltration Capacity

Go

Created Cumulative Infiltration Capacity given Green-Ampt Parameters of Infiltration Model

Go

Created Darcy's Hydraulic Conductivity given Infiltration Capacity from Green-Ampt Equation

Go

Created Green Ampt Equation

Go

Created Infiltration Capacity given Green-Ampt Parameters of Infiltration Model

Go

Created Porosity of Soil given Infiltration Capacity from Green-Ampt Equation

Go

Created Elevation Head using Total Head

Go

Created Pressure Head for given Total Head

Go

Created Total Head

Go

Created Base flow when Possible Recharge is Considered

Go

Created Catchment Area usually Watershed Area when Possible Recharge is considered

Go

Created Equation for Base Flow into Stream from Area

Go

Created Equation for Gross Recharge due to Rainfall and other Sources

Go

Created Equation for Gross Water Draft

Go

Created Equation for Net Ground Water Flow into Area across Boundary

Go

Created Equation for Recharge from Irrigation in Area

Go

Created Equation for Recharge from Rainfall

Go

Created Equation for Recharge from Stream into Ground water Body

Go

Created Equation for Recharge from Tanks and Ponds

Go

Created Equation for Recharge from Water Conservation Structures

Go

Created Equation for Recharge when Gross Water Draft is considered

Go

Created Equation for Specific Yield

Go

Created Equation for Water Level Fluctuation

Go

Created Equation for Watershed Area about Specific Yield and Water Level Fluctuation

Go

Created Net Ground Water Flow given Possible Recharge

Go

Created Possible Recharge given Gross Recharge due to Rainfall

Go

Created Possible Recharge given other Recharge Factors

Go

Created Recharge from Stream into Ground water Body given Possible Recharge

Go

Created Specific Yield when Possible Recharge and Gross Water Draft is considered

Go

Created Water Level Fluctuation when Possible Recharge and Gross Water Draft is considered

Go

Created Group Velocity given Wave Power per unit Crest Width

Go

Created Group Velocity of Waves

Go

Created Radian Frequency given Wave Propagation

Go

Created Surface Elevation

Go

Created Total Energy per unit of Area given Wave Power per unit Crest Width

Go

Created Wave Power per unit Crest Width

Go

Created Wave Speed

Go

Created Wave Speed given Group Velocity

Go

Created Wavenumber given Wave Speed

Go

Created Frequency Factor as applicable to Infinite Sample Size

Go

Created Frequency Factor given Variate 'x' concerning Return Period

Go

Created Frequency Factor in Gumbel's Equation for Practical Use

Go

Created General Equation of Hydrologic Frequency Analysis

Go

Created Gumbel's Variate 'x' with Recurrence Interval for Practical Use

Go

Created Mean of Variate in Flood Frequency Studies

Go

Created Mean Variate given Variate 'x' with Recurrence Interval for Practical Use

Go

Created Reduced Mean when Frequency Factor and Standard Deviation are Considered

Go

Created Reduced Standard Deviation when Variate and Reduced Mean is Considered

Go

Created Reduced Variate concerning Return Period

Go

Created Reduced Variate for Return Period when Frequency Factor is Considered

Go

Created Reduced Variate when Frequency Factor and Standard Deviation is Considered

Go

Created Reduced Variate 'Y' for given Return Period

Go

Created Reduced Variate 'Y' in Gumbel's Method

Go

Verified Diameter of Pipe given Head Loss over Length of Pipe with Discharge

Go

Verified Diameter of Pipe given Pressure Drop over Length of Pipe

Go

Verified Mean Velocity of Flow given Pressure Drop over Length of Pipe

Go

Verified Pressure drop over length of pipe

Go

16 More Hagen–Poiseuille Equation Calculators

Go

Created Additional Length accounting for Mass Outside each End of Channel

Go

Created Additional Length to account for Mass Outside each end of Channel

Go

Created Average Horizontal Velocity at Node

Go

Created Basin Length along Axis for given Period of Fundamental Mode

Go

Created Basin Length along axis given Maximum Oscillation Period corresponding to Fundamental Mode

Go

Created Basin Surface Area given Resonant Period for Helmholtz mode

Go

Created Channel Cross-sectional Area given Resonant Period for Helmholtz mode

Go

Created Channel Length for Resonant Period for Helmholtz Mode

Go

Created Maximum Horizontal Particle Excursion at Node

Go

Created Maximum Horizontal Velocity at Node

Go

Created Maximum Oscillation Period corresponding to Fundamental Mode

Go

Created Period for Fundamental Mode

Go

Created Resonant Period for Helmholtz Mode

Go

Created Standing Wave Height for Average Horizontal Velocity at Node

Go

Created Standing Wave Height given Maximum Horizontal Particle Excursion at Node

Go

Created Standing Wave Height given Maximum Horizontal Velocity at Node

Go

Created Water Depth for given Period for Fundamental Mode

Go

Created Water Depth given Average Horizontal Velocity at Node

Go

Created Water Depth given Maximum Horizontal Particle Excursion at Node

Go

Created Water Depth given Maximum Horizontal Velocity at Node

Go

Created Water Depth given Maximum Oscillation Period corresponding to Fundamental Mode

Go

Created Wave Length for Average Horizontal Velocity at Node

Go

Created Form Number

Go

Created Lunar-Solar Constituent given Form Number

Go

Created Principal Lunar Diurnal Constituent given Form Number

Go

Created Principal Lunar Semi-Diurnal Constituent given Form Number

Go

Created Principal Solar Semi-Diurnal Constituent given Form Number

Go

Created Radian Frequencies for Prediction of Tides

Go

Created Time period of n'th contribution of tide prediction given radian frequencies

Go

Verified Diameter of Wheel given Hoop Stress due to Temperature Fall

Go

5 More Hoop Stress due to Temperature Fall Calculators

Go

Created Major Horizontal Semi Axis for Deep Water Condition

Go

Created Major Horizontal Semi Axis for Shallow Water Condition

Go

Created Minor Vertical Semi Axis for Shallow Water Condition

Go

Created Minor Vertical Semi-Axis for Deep Water Condition

Go

Created Phase Angle for Horizontal Fluid Particle Displacement

Go

Created Sea Bed Given Minor Vertical Semi-Axis for Shallow Water Condition

Go

Created Water Depth for Major Horizontal Semi-Axis for Shallow Water Condition

Go

Created Water Depth Given Minor Vertical Semi-Axis for Shallow Water Condition

Go

Created Wave Height for Major Horizontal Semi-Axis Deep Water Condition

Go

Created Wave Height for Major Horizontal Semi-Axis for Shallow Water Condition

Go

Created Wave Height for Minor Vertical Semi-Axis Deep Water Condition

Go

Created Wave Height Given Minor Vertical Semi-Axis for Shallow Water Condition

Go

Created Wavelength for Major Horizontal Semi-Axis for Shallow Water Condition

Go

Verified Shear given Horizontal Shear Flow

Go

4 More Horizontal Shear Flow Calculators

Go

Verified Head given Coefficient for Bazin Formula

Go

Verified Head given Coefficient using Bazin Formula and Velocity

Go

Verified Head over Crest given Discharge Passing over Weir with Velocity

Go

Verified Head when Bazin Formula for Discharge if Velocity is considered

Go

Verified Head when Bazin Formula for Discharge if Velocity is not considered

Go

Verified Head when End Contractions is suppressed

Go

2 More Hydraulic Head Calculators

Go

Verified Depth below Surface for Total Pressure per unit Area for Dams on Soft Foundations

Go

3 More Hydraulic Head Calculators

Go

Verified Conjugate Depth y1 given Froude Number Fr1

Go

10 More Hydraulic Jump in Rectangular Channel Calculators

Go

Verified Flow Rate given Power in Kilowatt

Go

Verified Flow Rate given Power obtained from Water Flow in Horsepower

Go

4 More Hydroelectric Power Generation Calculators

Go

Created Equation for Linear Storage or Linear Reservoir

Go

Created Outflow given Linear Storage

Go

Created Storage during Beginning of Time Interval for Continuity Equation of Reach

Go

Created Storage during End of Time Interval in Continuity Equation for Reach

Go

Created Storage during end of time interval in Muskingum method of Routing

Go

Created Storage in Beginning of Time Interval

Go

Created Total Wedge Storage in Channel Reach

Go

Created Coefficient of Discharge when Outflow is Considered

Go

Created Effective Length of Spillway Crest when Outflow is Considered

Go

Created Head over Spillway when Outflow is Considered

Go

Created Outflow in Spillway

Go

Created Daily Groundwater Inflow

Go

Created Daily Seepage Outflow

Go

Created Daily Surface Inflow into Lake

Go

Created Daily Surface Outflow from Lake

Go

Created Daily Transpiration Loss

Go

Created Equation for Daily Lake Evaporation

Go

Created Increase in Lake Storage in day

Go

Created Coordinate measured Downward from Top given Effective Tension

Go

Created Coordinate measured Downward from Top given Tension on Vertical Drill String

Go

Created Cross Section Area of Steel given Effective Tension

Go

Created Cross Section Area of Steel in Pipe given Tension on Vertical Drill String

Go

Created Effective Tension given Buoyant Force acts in Direction opposite to Gravity Force

Go

Created Length of Pipe Hanging given Lower Section of Drill String Length in Compression

Go

Created Length of Pipe Hanging in Well given Effective Tension

Go

Created Length of Pipe Hanging in Well given Tension on Vertical Drill String

Go

Created Length of Pipe Hanging in Well given Vertical Force at Bottom End of Drill String

Go

Created Lower Section of Drill String Length that is in Compression

Go

Created Mass Density of Drilling Mud for Lower Section of Drill String Length in Compression

Go

Created Mass Density of Drilling Mud given Vertical Force at Bottom End of Drill String

Go

Created Mass Density of Drilling Mud when Buoyant Force acts in Direction opposite to Gravity Force

Go

Created Mass Density of Steel for Lower Section of Drill String Length in Compression

Go

Created Mass Density of Steel for Tension on Vertical Drill String

Go

Created Mass Density of Steel when Buoyant Force acts in Direction opposite to Gravity Force

Go

Created Tension on Vertical Drill String

Go

Created Vertical Force at Bottom End of Drill String

Go

Verified Breadth of Flange Given Longitudinal Shear Stress in Web for I beam

Go

Verified Longitudinal Shear Stress in Flange at Lower Depth of I beam

Go

Verified Moment of Inertia given Longitudinal Shear Stress in Web for I beam

Go

Verified Polar Moment of Inertia given Torsional Shear Stress

Go

Verified Transverse Shear for Longitudinal Shear Stress in Web for I Beam

Go

Verified Transverse Shear force given Maximum Longitudinal Shear Stress in Web for I beam

Go

6 More I-Beam Calculators

Go

Created Darcy's Hydraulic Conductivity given Infiltration Capacity

Go

Created Darcy's Hydraulic Conductivity given Infiltration Capacity from Philip's Equation

Go

Created Equation for Infiltration Capacity

Go

Created Infiltration rate by Horton's equation

Go

Created Kostiakov Equation

Go

Created Philip's Equation

Go

Created Sorptivity for Cumulative Infiltration Capacity is from Philip's Equation

Go

Created Sorptivity given Infiltration Capacity

Go

Created Inglis Formula for Areas between 160 to 1000 square kilometers

Go

Created Inglis Formula for Larger Areas

Go

Created Inglis Formula for Small Areas (also applicable for fan shaped catchment)

Go

Created Average Area over Channel Length for Flow through Inlet into Bay

Go

Created Average Area over Channel Length using King's Dimensionless Velocity

Go

Created Average Velocity in Channel for Flow through Inlet into Bay

Go

Created Bay Tide Amplitude given Tidal Prism Filling Bay

Go

Created Change of Bay Elevation with Time for Flow through Inlet into Bay

Go

Created Darcy - Weisbach Friction Term given Inlet Impedance

Go

Created Dimensionless Parameter Function of Hydraulic Radius and Manning's Roughness Coefficient

Go

Created Duration of Inflow given Inlet Channel Velocity

Go

Created Entrance Energy Loss Coefficient given Inlet Impedance

Go

Created Exit Energy Loss Coefficient given Inlet Impedance

Go

Created Hydraulic Radius given Dimensionless Parameter

Go

Created Inlet Channel Velocity

Go

Created Inlet Friction Coefficient given Keulegan Repletion Coefficient

Go

Created Inlet Friction Coefficient Parameter given Keulegan Repletion Coefficient

Go

Created Inlet Hydraulic Radius given Inlet Impedance

Go

Created Inlet Impedance

Go

Created Inlet Length given Inlet Impedance

Go

Created Keulegan Repletion Coefficient

Go

Created King's Dimensionless Velocity

Go

Created Manning's Roughness Coefficient using Dimensionless Parameter

Go

Created Maximum Cross-Sectionally Averaged Velocity during Tidal Cycle

Go

Created Maximum Cross-Sectionally Averaged Velocity during Tidal Cycle given Inlet Channel Velocity

Go

Created Ocean Tide Amplitude using King's Dimensionless Velocity

Go

Created Surface Area of Bay for Flow through Inlet into Bay

Go

Created Surface Area of Bay given Tidal Prism Filling Bay

Go

Created Surface Area of Bay using King's Dimensionless Velocity

Go

Created Tidal Period using King's Dimensionless Velocity

Go

Created Tidal Prism Filling Bay

Go

Created Duration of Rainfall given Interception Loss

Go

Created Evaporation Rate given Interception Loss

Go

Created Interception Loss

Go

Created Interception Storage given Interception Loss

Go

Created Ratio of Vegetal Surface Area to its Projected Area given Interception Loss

Go

Verified Conveyance Function determined by Chezy's Law

Go

Created Conveyance Function Determined by Manning's Law

Go

Verified Cross-sectional Area using Chezy's Law

Go

Created Cross-sectional Area using Manning's Law

Go

Created Friction Slope

Go

Created Instantaneous Discharge given Friction Slope

Go

Created Wetted Perimeter from Manning's Law

Go

Verified Wetted Perimeter using Chezy's Law

Go

Created Average of Highest One Tenth of Runups

Go

Created Average of Highest One Third of Runups

Go

Created Deepwater Surf Similarity Parameter

Go

Created Deepwater Surf Similarity Parameter given Average of Highest One Tenth of Runups

Go

Created Deepwater Surf Similarity Parameter given Maximum Runup

Go

Created Deepwater Surf Similarity Parameter given Mean Runup

Go

Created Deepwater Surf Similarity Parameter given Runup

Go

Created Deepwater Wave Height given Average of Highest One Tenth of Runups

Go

Created Deepwater Wave Height given Average of Highest One Third of Runups

Go

Created Deepwater Wave Height given Maximum Runup

Go

Created Deepwater Wave Height given Mean Runup

Go

Created Deepwater Wave Height given Runup Exceeded by 2 Percent of Runup Crests

Go

Created Deepwater Wave Height given Surf Similarity Parameter

Go

Created Deepwater Wavelength given Surf Similarity Parameter

Go

Created Empirically Determined Functions of Beach Slope Parameter a

Go

Created Empirically Determined Functions of Beach Slope Parameter b

Go

Created Maximum Runup

Go

Created Mean Runup

Go

Created Runup Exceeded by 2 Percent of Runup Crests

Go

Created Surf Similarity Parameter given Average of Highest One Third of Runups

Go

Created Wave Period given Long Wave Simplification for Wavelength

Go

Verified Force exerted on Tank due to Jet

Go

6 More Jet Propulsion of Orifice Tank Calculators

Go

Verified Absolute Velocity of Issuing jet given Propelling Force

Go

Verified Propelling Force

Go

8 More Jet Propulsion of Ships Calculators

Go

Verified Cross Sectional Area for Force Exerted on Plate in Direction of Flow of Jet

Go

Verified Force Exerted on Plate in Direction of Flow of Jet on Stationary Curved Vane

Go

Verified Force Exerted on Plate in Direction of Flow of Jet when Theta is Zero

Go

Verified Velocity for Force Exerted on Plate in Direction of Flow of Jet

Go

Verified Area of Cross Section for Force Exerted by Jet on Vane in x Direction

Go

Verified Force exerted by jet on vane in x direction

Go

Verified Specific weight for force exerted by jet on vane in x direction

Go

Verified Velocity for force exerted by jet on vane in x direction

Go

4 More Jet Striking an Unsymmetrical Stationary Curved Vane Tangentially at one of the Tips Calculators

Go

Verified Jet Velocity given Output Power

Go

Verified Jet Velocity given Power Lost

Go

2 More Jet Velocity Calculators

Go

Created Gel-Space Ratio for Complete Hydration

Go

Verified Target Mean Strength for Mix Design

Go

Created Volume of Empty Capillary Pores

Go

Created Volume of Products of Hydration Per Unit of Dry Cement

Go

Verified Weight of Mixing Water in Batch

Go

5 More Job Mix Concrete Volume Calculators

Go

Created Mean Monthly Temperature of Catchment given Monthly Losses

Go

Created Monthly Losses given Mean Monthly Temperature of Catchment

Go

Created Monthly Losses using Monthly Runoff

Go

Created Monthly Precipitation given Monthly Runoff

Go

Created Monthly Runoff

Go

Created Kinetic Energy due to Particle Motion

Go

Created Kinetic Energy given Total Wave Energy

Go

Created Wave Height given Kinetic Energy due to Particle Motion

Go

Created Wave Length for Kinetic Energy due to Particle Motion

Go

Created Kirpich Adjustment Factor

Go

Created Kirpich Equation

Go

Created Kirpich equation for Time of Concentration

Go

Created Maximum Length of Travel of Water

Go

Created Slope of Catchment about given Time of Concentration

Go

Created Time of Concentration from Kirpich Adjustment Factor

Go

Verified Discharge given Mean Velocity of Flow

Go

Verified Discharge given Viscosity

Go

Verified Distance between Plates given Discharge

Go

Verified Distance between Plates given Maximum Velocity between Plates

Go

Verified Distance between Plates given Mean Velocity of Flow

Go

Verified Distance between Plates given Mean Velocity of Flow with Pressure Gradient

Go

Verified Distance between Plates using Velocity Distribution Profile

Go

Verified Maximum Shear Stress in fluid

Go

Verified Maximum Velocity between Plates

Go

11 More Laminar Flow between Parallel Plates, both plates at rest Calculators

Go

Verified Diameter of Section given Discharge per Unit Channel Width

Go

Verified Diameter of Section given Mean Velocity of Flow

Go

Verified Discharge per unit channel width

Go

Verified Dynamic Viscosity given Mean Velocity of Flow in Section

Go

Verified Slope of Channel given Discharge per Unit Channel Width

Go

Verified Slope of Channel given Mean Velocity of Flow

Go

12 More Laminar Flow of Fluid in an Open Channel Calculators

Go

Created Additional Distance required for Turns given Distance between Center lines

Go

Created Distance between Center Lines of Runway and Parallel Taxiway

Go

Created Equation for Landing Distance

Go

Created Stopping Distance given Landing Distance

Go

Verified Diameter of Wheel given Lap of Flange

Go

Verified Extra Track Width in Curves

Go

Verified Lap of Flange given Diameter of Wheel

Go

Verified Lap of Flange given Extra Width of Track

Go

Verified Radius of Curve given Extra Width

Go

Verified Wheel Base given Extra Width

Go

Verified Characteristic Length given Seat Load on Rail

Go

Verified Maximum Contact Shear Stress

Go

Verified Maximum Load on Rail Seat

Go

Verified Radius of Wheel given Shear Stress

Go

Verified Section Modulus of Rail given Seat Load

Go

Verified Sleeper Spacing given Seat Load on Rail

Go

Verified Static Wheel Load given Shear Stress

Go

Verified Wheel Load given Seat Load

Go

Verified Deflection in Leaf Spring given Moment

Go

Verified Length given Deflection in Leaf Spring

Go

Verified Modulus of Elasticity given Deflection in Leaf Spring and Moment

Go

Verified Moment given Deflection in Leaf Spring

Go

Verified Moment of Inertia given Deflection in Leaf Spring

Go

Verified Length given Bazins Formula for Discharge if Velocity is not considered

Go

Verified Length of Crest given Discharge Passing over Weir

Go

Verified Length of Crest when Discharge and Velocity is considered

Go

Verified Length of Crest when Discharge and Velocity is not considered

Go

Verified Length of Crest when Francis Formula Discharge and Velocity is considered

Go

Verified Length of Crest when Francis Formula Discharge and Velocity is not considered

Go

Verified Length when Bazins formula for Discharge if Velocity is considered

Go

2 More Length of Crest Calculators

Go

Created Dimensionless Wave Speed

Go

Created Guo Formula of Linear Dispersion Relation

Go

Created Guo Formula of Linear Dispersion Relation for Wave Number

Go

Created Radian Frequency of Wave

Go

Created Radian Frequency of Waves

Go

Created Relative Wavelength

Go

Created Velocity of Propagation in Linear Dispersion Relation

Go

Created Velocity of Propagation in Linear Dispersion Relation given Wavelength

Go

Created Wave Number for Steady Two-dimensional Waves

Go

Created Wave Number of Convenient Empirical Explicit Approximation

Go

Created Wave period given Radian Frequency of Waves

Go

Created Wavelength given Wave Number

Go

Verified Angle of Inclination of Free Surface

Go

Verified Constant Horizontal Acceleration given Angle of Inclination of Free Surface

Go

Verified Total Force Exerted at Any Section on Container

Go

Verified Vertical Depth below Surface for Gauge Pressure at any point in Liquid

Go

7 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators

Go

Verified Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges

Go

13 More Load-Factor Design for Bridge Beams Calculators

Go

Created Horizontal Component of Local Fluid Velocity

Go

Created Local Fluid Particle Acceleration of Horizontal Component

Go

Created Local Fluid Particle Acceleration of Vertical Component of Fluid Velocity

Go

Created Vertical Component of Local Fluid Velocity

Go

Created Wave Period for Horizontal Component of Local Fluid Velocity

Go

Created Wave Period for Vertical Component of Local Fluid Velocity

Go

Created Adjusted Coefficient of Skew

Go

Created Coefficient of Skew of Variate Z given Adjusted Coefficient of Skew

Go

Created Equation for Base Series of Z Variates

Go

Created Equation for Z Series for any Recurrence Interval

Go

Created Frequency Factor given Z Series for Recurrence Interval

Go

Created Mean Series of Z Variates given Z Series for Recurrence Interval

Go

Created Partial Duration Series

Go

Created Sample Size given Adjusted Coefficient of Skew

Go

Verified Area given Longitudinal Shear Stress

Go

Verified Breadth for given Longitudinal Shear Stress

Go

Verified Moment of Inertia given Longitudinal Shear Stress

Go

1 More Longitudinal Shear Stress Calculators

Go

Verified Average Longitudinal Shear Stress for Rectangular Section

Go

Verified Breadth given Average Longitudinal Shear Stress for Rectangular Section

Go

5 More Longitudinal Shear Stress for Rectangular Section Calculators

Go

Verified Transverse Shear given Average Longitudinal Shear Stress for Solid Circular Section

Go

5 More Longitudinal Shear Stress for Solid Circular Section Calculators

Go

Verified Moment of Inertia of Longitudinal Stiffeners

Go

Verified Web Thickness given Moment of Inertia of Longitudinal Stiffeners

Go

Created Beach Slope Modified for Wave Setup

Go

Created Longshore Current at Mid-Surf Zone

Go

Created Longshore Current Speed

Go

Created Radiation Stress Component

Go

Created Ratio of Wave Group Speed and Phase Speed

Go

Created Root Mean Square Wave Height at Breaking given Longshore Current at Mid-Surf Zone

Go

Created Wave Height given Radiation Stress Component

Go

Verified Loss in Prestress given Creep Strain

Go

Verified Loss in Prestress given Shrinkage Strain

Go

Verified Shrinkage Strain for Post tensioning

Go

Verified Ultimate Creep Strain

Go

Verified Ultimate Shrinkage Strain given Loss in Prestress

Go

2 More Losses due to Creep and Shrinkage Calculators

Go

Created Cease to Flow Depth given Depth at Gauging Station

Go

Created Depth at Gauging Station

Go

2 More Low Flow Calculators

Go

Verified Average Investment if Salvage Value is not 0

Go

Verified Average Investment when Salvage value is 0

Go

Verified Book Value for New Machine

Go

Verified Capacity of Crankcase when Quantity of Oil is Determined

Go

Verified Capital Cost when Salvage Value is 0

Go

Verified Depreciation Cost when Straight Line Method is Assumed

Go

Verified Horsepower given Quantity of Oil

Go

Verified Hourly Cost Worker

Go

Verified Hourly Depreciation

Go

Verified Life Span of Machine

Go

Verified Quantity of Lubricating Oil

Go

Created Hydraulic radius in Manning's formula

Go

Created Hydraulic Radius using Manning Equation

Go

Created Manning's Equation

Go

Created Slope of Gradient of Stream Bed given Discharge in Manning's Equation

Go

Verified Manning's Formula for Average Velocity

Go

Verified Manning's Formula for Hydraulic Radius given Average Velocity

Go

5 More Manning's Formula in Uniform Flow Calculators

Go

Created Mass Transport Velocity to second-order

Go

Created Wave Height for Mass Transport Velocity to second-order

Go

Verified Creep Coefficient in European Code

Go

Verified Empirical Formula for Secant Modulus Proposed by Hognestad in ACI Code

Go

Verified Empirical Formula for Secant Modulus Proposed by Jensen

Go

Verified Empirical Formula for Secant Modulus using ACI Code Provisions

Go

Verified Instantaneous Strain given Cc

Go

Verified Total Strain

Go

Verified Total Strain given Creep Coefficient

Go

Verified Number of Bearing Plates per km of Track

Go

Verified Number of Bearing Plates per km of Track using Number of Rails

Go

Verified Number of Dog Spikes per km of Track for Timber Sleepers

Go

Verified Number of Fish Bolts per km of Track

Go

Verified Number of Fish-Plates per km of Track

Go

Verified Number of Rails using Bearing Plates

Go

Verified Number of Rails using Fish Bolts

Go

Verified Number of Rails using Fish Plates

Go

Verified Number of Sleepers using Dog Spikes

Go

Verified Number of Ssleepers using Bearing Plates

Go

13 More Materials Required per km of Railway Track Calculators

Go

Created Duration given Maximum Intensity

Go

Created Maximum Intensity in General Form

Go

Created Return Period given Maximum Intensity

Go

Verified Base of Triangular Section given Maximum Shear Stress

Go

Verified Transverse Shear Force of Triangular Section given Shear Stress at Neutral Axis

Go

6 More Maximum Stress of a Triangular Section Calculators

Go

Created Recharge from Rainfall in Alluvial East Coast Areas for Known Maximum Rainfall Factor

Go

Created Recharge from Rainfall in Alluvial Indo Gangetic and Inland Areas for Known Max Rainfall Factor

Go

Created Recharge from Rainfall in Alluvial West Coast Areas for Known Maximum Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone for Maximum Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Granulite facies for Known Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Laterite for Known Maximum Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with low Clay Content for Known Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Massive poorly fractured Rocks

Go

Created Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for Known Max Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Semi Consolidated Sandstone for Max Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with significant Clay Content for Known Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt for Max Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Weathered Basalt for Known Maximum Rainfall Factor

Go

Created Possible Recharge in Clayey Alluvial Areas for Maximum Value of Specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Karstified Limestone for Maximum Specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Laterite for Maximum Specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Limestone for Maximum Specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Low Clay Content for Maximum Value of Specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Massive, Poorly Fractured Rock for Maximum Specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Phyllites, Shales for Maximum Specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Quartzite for Maximum Specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Sandstone for Maximum Specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Significant Clay Content for Maximum Specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Weathered Jointed Basalt for Maximum Specific Yield

Go

Created Possible Recharge in Sandy Alluvial Areas for Maximum Value of Specific Yield

Go

Created Possible Recharge in Silty Alluvial Areas for Maximum Value of Specific Yield

Go

Created Ambient Pressure at Periphery of Storm

Go

Created Characteristic Wave Height given Dimensionless Wave Height

Go

Created Cyclostrophic Approximation to Wind Speed

Go

Created Dimensionless Fetch

Go

Created Dimensionless Fetch given Fetch-limited Dimensionless Wave Height

Go

Created Dimensionless Wave Frequency

Go

Created Dimensionless Wave Height

Go

Created Direction in Cartesian Coordinate System

Go

Created Direction in Standard Meteorological Terms

Go

Created Distance from Center of Storm Circulation to Location of Maximum Wind Speed

Go

Created Fetch-Limited Dimensionless Wave Height

Go

Created Frequency of Spectral Peak for Dimensionless Wave Frequency

Go

Created Friction Velocity for Dimensionless Wave Frequency

Go

Created Friction Velocity given Dimensionless Fetch

Go

Created Friction Velocity given Dimensionless Wave Height

Go

Created Fully Developed Wave Height

Go

Created Maximum Velocity in Storm

Go

Created Pressure Profile in Hurricane Winds

Go

Created Wind Speed given Fully Developed Wave Height

Go

Created Mean River Velocity in Float Method

Go

Created Surface Velocity of River in Float Method

Go

Created Average Stream Velocity given Minimum Weight

Go

Created Average Velocity in Moderately Deep Streams

Go

Created Average Velocity obtained by using Reduction Factor

Go

Created Depth of Flow at Vertical given Sounding Weights

Go

Created Distance Travelled given Surface Velocity

Go

Created Revolutions per Second of Horizontal Axis Meter given Stream Velocity

Go

Created Sounding Weights

Go

Created Stream Velocity at Instrument Location

Go

Created Surface Velocity

Go

Created Surface Velocity given Average of Velocity

Go

Created Time of Distance Travelled given Surface Velocity

Go

Created Velocity Distribution in Rough Turbulent Flow

Go

Created Change of Ebb Tidal Energy Flux across Ocean Bar between Natural and Channel Conditions

Go

Created Coefficient given Water Surface Slope by Eckman

Go

Created Density of Water given Water Surface Slope

Go

Created Depth after Dredging given Transport Ratio

Go

Created Depth before Dredging given Transport Ratio

Go

Created Depth of Navigation Channel given Depth of Channel to depth at which Ocean Bar meets Sea Bottom

Go

Created Hoerls Special Function Distribution

Go

Created Maximum Instantaneous Ebb Tide Discharge per Unit Width

Go

Created Ratio of Depth of Channel to Depth at which Seaward Slope of Ocean Bar Meets Sea Bottom

Go

Created Shear Stress at Water Surface given Water Surface Slope

Go

Created Tidal Period given Change of Ebb Tidal Energy Flux across Ocean Bar

Go

Created Transport Ratio

Go

Created Water Depth where Seaward Tip of Ocean Bar meets Offshore Sea Bottom

Go

Created Water Surface Slope

Go

Verified Axial Load carrying Capacity of Column

Go

Verified Minimum Eccentricity

Go

Verified Unsupported Length of Column given Minimum Eccentricity

Go

Created Recharge from Rainfall in Hard Rock Areas consisting Vesicular and jointed Basalt

Go

Created Recharge from Rainfall in Hard Rock Areas consisting Weathered Basalt

Go

Created Recharge from Rainfall in Hard Rock Areas of Massive poorly Fractured Rocks

Go

Created Recharge from Rainfall in Hard Rock Areas of Significant Clay content for Known Min Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone

Go

Created Recharge from Rainfall in Hard Rock Areas with Granulite Facies for Known Minimum Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Laterite for Known Min Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Low Clay content for Known Minimum Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales given Min Rainfall Factor

Go

Created Recharge from Rainfall in Hard Rock Areas with Semi Consolidated Sandstone for Min Rainfall Factor

Go

Created Recharge from Rainfall in Indo Gangetic and Inland Alluvial Areas for Known Minimum Rainfall Factor

Go

Created Recharge from Rainfall in Silty Alluvial Areas for Known Minimum Rainfall Factor

Go

Created Recharge from Rainfall in West Coast Alluvial Areas for Known Minimum Rainfall Factor

Go

Created Possible Recharge in Clayey Alluvial Area given Minimum value of Specific Yield for Area

Go

Created Possible Recharge in Hard Rock Area with Kartstified Limestone given Minimum Specific Yield

Go

Created Possible recharge in hard rock area with laterite for minimum specific yield of area

Go

Created Possible recharge in hard rock area with limestone given minimum specific yield of area

Go

Created Possible Recharge in Hard Rock Area with Low Clay Content given Minimum value of Specific Yield

Go

Created Possible Recharge in Hard Rock Area with Massive, poorly fractured Rock

Go

Created Possible Recharge in Hard Rock Area with Phyllites, Shales given Minimum Specific Yield

Go

Created Possible recharge in hard rock area with quartzite given minimum specific yield

Go

Created Possible recharge in hard rock area with sandstone for minimum specific yield

Go

Created Possible Recharge in Hard Rock Area with significant Clay Content

Go

Created Possible Recharge in Hard Rock Area with Weathered or Vesicular, Jointed Basalt

Go

Created Possible Recharge in Sandy Alluvial Area given Minimum value of Specific Yield for Area

Go

Created Possible Recharge in Silty Alluvial Area given Minimum value of Specific Yield for Area

Go

Created Flow through any square for total flow

Go

Created Flow through any Square using Darcy's law for Groundwater Flow Nets

Go

Created Number of squares through which flow occurs

Go

Created Quantity of water in steady state unsaturated downward movement

Go

Created Quantity of water in steady state unsaturated flow in direction of upward movement

Go

Created Total flow through any set or group of equipotential lines

Go

Created Storage at Beginning of Time Interval in Modified Pul's Method

Go

Created Storage at End of Time Interval in Modified Pul's Method

Go

Created Crop Management Factor given Sediment Yield from Individual Storm

Go

Created Peak Rate of Runoff given Sediment Yield from Individual Storm

Go

Created Sediment Yield from Individual Storm

Go

Created Storm Runoff Volume given Sediment Yield from Individual Storm

Go

Created Support Cultivation Practice given Sediment Yield from Individual Storm

Go

Created Topographic Factor given Sediment Yield from Individual Storm

Go

Verified Modulus of Elasticity of Concrete

Go

Verified Modulus of Rupture of Rectangular Sample in Four-Point Bending

Go

Verified Modulus of Rupture of Rectangular Sample in Three-Point Bending

Go

Verified Flow Velocity given Power Lost

Go

Verified Output Power given Rate of Flow through Propeller

Go

Verified Power Lost

Go

Verified Rate of Flow given Power Lost

Go

10 More Momentum Theory of Propellers Calculators

Go

Created Axial Tension or Load given Individual Stiffness of Mooring Line

Go

Created Effective Spring Constant given Undamped Natural Period

Go

Created Elongation in Mooring Line given Individual Stiffness of Mooring Line

Go

Created Elongation in Mooring Line given Percent Elongation in Mooring Line

Go

Created Individual Stiffness of Mooring Line

Go

Created Length of Mooring Line given percent Elongation in Mooring Line

Go

Created Mass of Vessel due to Inertial Effects of Water entrained with Vessel

Go

Created Mass of Vessel given Virtual Mass of Vessel

Go

Created Percent Elongation in Mooring Line

Go

Created Undamped Natural Period of Vessel

Go

Created Virtual Mass of Vessel

Go

Created Virtual Mass of Vessel given Undamped Natural Period

Go

Created Angle of Current Relative to Longitudinal Axis of Vessel given Reynolds Number

Go

Created Angular velocity of Earth for velocity at surface

Go

Created Area Ratio given Expanded or Developed Blade Area of Propeller

Go

Created Average Current Speed given Reynolds number

Go

Created Coefficient of Drag for Winds Measured at 10 m given Drag Force due to Wind

Go

Created Density of Water given Velocity at Surface

Go

Created Depth given Velocity at Surface

Go

Created Displacement of Vessel for Wetted Surface Area of Vessel

Go

Created Drag Force due to Wind

Go

Created Elevation given Velocity at Desired Elevation

Go

Created Expanded or Developed Blade Area of Propeller

Go

Created Kinematic Viscosity of Water given Reynolds Number

Go

Created Latitude given Velocity at Surface

Go

Created Mass Density of Air given Drag Force due to Wind

Go

Created Projected Area of Vessel above Waterline given Drag Force due to Wind

Go

Created Shear Stress at Water Surface given Velocity at Surface

Go

Created Total Longitudinal Current Load on Vessel

Go

Created Velocity at Desired Elevation Z

Go

Created Velocity at Surface given Shear Stress at Water Surface

Go

Created Vessel Beam given Expanded or Developed Blade Area of Propeller

Go

Created Waterline Length of Vessel for Wetted Surface Area of Vessel

Go

Created Waterline Length of Vessel given Expanded or Developed Blade Area

Go

Created Waterline Length of Vessel given Reynolds Number

Go

Created Wetted Surface Area of Vessel

Go

Created Wind Speed at Standard Elevation of 10 m above Water's Surface using Drag Force due to Wind

Go

Created Wind Speed at Standard Elevation of 10 m given Velocity at Desired Elevation

Go

Verified Allowable Unit Stress given Most Economical Pipe Diameter for Distribution System

Go

Verified Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System

Go

6 More Most Economical Pipe Calculators

Go

Created Equation for Sediment Delivery Ratio

Go

Created Watershed Length when Sediment Delivery Ratio is considered

Go

Created Watershed Relief when Sediment Delivery Ratio is considered

Go

Created Maximum Velocity in Inlet Throat given Total Maximum Discharge

Go

Created Ocean Tide Amplitude given Total Maximum Discharge for Total of all Inlets

Go

Created Surface Area of Bay or Basin given Total Maximum Discharge

Go

Created Tidal Period given Total Maximum Discharge for Total of all Inlets

Go

Created Total Maximum Discharge for Total of all Inlets

Go

Created Change in Storage in Muskingum Method of Routing

Go

Created Muskingum Equation

Go

Created Muskingum Routing Equation

Go

Created Allowable Load per Inch of Penetration into Member Receiving Point

Go

Created Diameter of Nail or Spike given Allowable Load per Inch of Penetration

Go

Created Total Allowable Lateral Load for Nail or Spike

Go

Created Equation for Inflow from Continuity Equation

Go

Created Ordinates of Instantaneous Unit Hydrograph representing IUH of Catchment

Go

Created Outflow in First Reservoir

Go

Created Outflow in nth Reservoir

Go

Created Outflow in Second Reservoir

Go

Created Outflow in Third Reservoir

Go

Created Change in Storage Volumes

Go

Created Natural Flow Volume

Go

Created Net Evaporation Losses from Reservoir on Stream

Go

Created Net Export of Water from Basin

Go

Created Observed Flow Volume at Terminal Site given Natural Flow Volume

Go

Created Volume Diverted Out of Stream

Go

Created Volume of Return Flow

Go

Created Oscillatory Flow due to Infragravity Waves

Go

Created Oscillatory Flow due to Wind Waves

Go

Created Steady Current driven by Breaking Waves

Go

Created Tidal Current given Total Current in Surf Zone

Go

Created Total Current in Surf Zone

Go

Created Wind Driven Current given Total Current in Surf Zone

Go

Created Dynamic Viscosity given Kinematic Viscosity

Go

Created Dynamic Viscosity of Fluid given Fluid Filling Width between Plates

Go

Created Dynamic Viscosity of Fluid given Shear Force per Unit Area or Shear Stress

Go

Created Fluid Filling Width y between Plates given Shear Force Per Unit Area or Shear Stress

Go

Created Mass Density of Fluid for given Kinematic Viscosity

Go

Created Relationship between Dynamic Viscosity and Kinematic Viscosity

Go

Created Shear Force Per Unit Area or Shear Stress

Go

Created Velocity Gradient given Shear Force per unit area or Shear Stress

Go

Created Velocity of Upper Plate given Shear force per unit Area or Shear Stress

Go

Created First Type of Mean Fluid Speed

Go

Created Mean Depth given Second Type of Mean Fluid Speed

Go

Created Mean Depth given Ursell Number

Go

Created Mean Depth in Stokes' Second Approximation to Wave Speed if there is no Mass Transport

Go

Created Relative Height of Highest Wave as Function of Wavelength Obtained by Fenton

Go

Created Second Type of Mean Fluid Speed

Go

Created Stokes' Second Approximation to Wave Speed if there is no Mass Transport

Go

Created Ursell Number

Go

Created Volume Flow Rate in Stokes' Second Approximation to Wave Speed if there is no Mass Transport

Go

Created Volume Flow Rate per unit Span Underneath Waves given Second Type of Mean Fluid Speed

Go

Created Wave Height given Ursell Number

Go

Created Wave Speed given First Type of Mean Fluid Speed

Go

Created Wave Speed given Second First Type of Mean Fluid Speed

Go

Created Wavelength given Ursell Number

Go

Verified Area of Channel with known Conveyance of Channel at Section 1

Go

Verified Area of Channel with known Conveyance of Channel at Section 2

Go

Created Average Conveyance of Channel for Non-Uniform Flow

Go

Created Average Energy Slope given Average Conveyance for Non-Uniform Flow

Go

Created Average Energy Slope given Frictional Loss

Go

Created Conveyance of Channel at End Sections at 1

Go

Verified Conveyance of Channel at End Sections at 2

Go

Created Conveyance of Channel for Non-Uniform Flow for End Section

Go

Created Conveyance of Channel for Non-Uniform Flow for End Sections

Go

Created Conveyance of Channel given Discharge in Non-Uniform Flow

Go

Created Discharge in Non-Uniform Flow by Conveyance Method

Go

Created Frictional Loss given Average Energy Slope

Go

Created Length of Reach given Average Energy Slope for Non-Uniform Flow

Go

Verified Normal Radial Pressure at centerline given Thrust at Crown of Arch Dam

Go

3 More Normal Radial Pressure of Arch Dams Calculators

Go

Created Clearway Distance

Go

Created Clearway Distance given Field Length

Go

Created Field Length

Go

Created Full Strength Pavement Distance

Go

Created Lift off Distance given Clearway Distance

Go

Created Takeoff Distance given Clearway Distance

Go

Created Takeoff Distance given Takeoff Run

Go

Created Takeoff Run

Go

Verified Ultimate Shear Connector Strength given Number of Connectors in Bridges

Go

17 More Number of Connectors in Bridges Calculators

Go

Created Coefficient of Aquifer Permeability given Maximum Height of Water Table

Go

Created Coefficient of Aquifer Permeability given water table profile

Go

Created Coefficient of aquifer permeability when discharge per unit width of aquifer

Go

Created Discharge at downstream water body of catchment

Go

Created Discharge entering drain per unit length of drain

Go

Created Discharge per Unit Width of Aquifer at any Location x

Go

Created Equation for head for unconfined aquifer on horizontal impervious base

Go

Created Equation for Water Divide

Go

Created Basin Length along Axis for Closed Basins

Go

Created Basin Length along Axis in Open Basin

Go

Created Number of Nodes along Long Basin Axis in Closed Basins

Go

Created Number of Nodes along Long Basin Axis in Open Basin

Go

Created Length of Basin for Open Rectangular Basin

Go

Created Natural free Oscillating Period of Basin for Open Rectangular Basin

Go

Created Number of nodes along axis of Basin for Open Rectangular Basin

Go

Created Water Depth for Open Rectangular Basin

Go

Created Depression Head for Flow Discharge into well

Go

Created Flow Discharge into Well

Go

Created Proportionality Constant for Flow Discharge into well

Go

Verified Acceleration of Vehicle given Total Time of Travel in Overtaking Sight distance

Go

Verified Minimum Spacing between Vehicles during Overtaking

Go

8 More OSD Calculators

Go

Created Baird and McIllwraith (1951) Formula for Maximum Flood Discharge

Go

Created Fuller's formula for Maximum Flood Discharge

Go

Created Jarvis Formula for Peak Discharge

Go

Verified Tension at Midspan given Parabolic Equation for Cable Slope

Go

2 More Parabola Calculators

Go

Created Dimensionless Time

Go

Created Fetch Length given Frequency at Spectral Peak

Go

Created Fetch Length given Scaling Parameter

Go

Created Frequency at Spectral Peak

Go

Created Frequency of Spectral Peak

Go

Created Frequency of Spectral Peak Given Wind Speed

Go

Created JONSWAP Spectrum for Fetch-limited Seas

Go

Created Maximum Controlling Parameter for Angular Distribution

Go

Created Phillip's Equilibrium Range of Spectrum for Fully Developed Sea in Deep Water

Go

Created Scaling Parameter

Go

Created Shape Factor for Higher Frequency Component

Go

Created Significant Wave Height given Significant Wave Height of Lower and Higher frequency Components

Go

Created Significant Wave Height of Higher Frequency Component

Go

Created Significant Wave Height of Lower Frequency Component

Go

Created Weighing Factor for Angular Frequency greater than One

Go

Created Weighing Factor for Angular Frequency Lesser than or Equal to One

Go

Created Wind Speed at Elevation 10m above Sea Surface given Frequency at Spectral Peak

Go

Created Wind Speed at Elevation 10m above Sea Surface given Scaling Parameter

Go

Created Wind Speed given Maximum Controlling Parameter for Angular Distribution

Go

Created Datum Length of Aircraft given Deviation of main Undercarriage

Go

Created Deviation of Main Undercarriage

Go

Verified Radius of Gyration given Critical Buckling Load for Pin Ended Columns by Euler's Formula

Go

3 More Pin-Ended Columns Calculators

Go

Created Concentration of Soil in Volumetric Basis

Go

Created Flow Velocity in Suction Pipe

Go

Created Hydraulic Loss Coefficient from Suction Pipe Entrance to Pump

Go

Created Specific Weight of Dry Sand Grains for Concentration of Soil in Volumetric Basis

Go

Created Specific Weight of Mixture for Concentration of Soil in Volumetric Basis

Go

Created Specific Weight of Mixture in Suction Pipe

Go

Created Specific Weight of Mixture in Suction Pipe for Concentration of Soil in Volumetric Basis

Go

Created Specific Weight of Water in Suction Pipe

Go

Created Vacuum at Pump Entrance Expressed as Head of Water

Go

Verified Polar Moment of Inertia given Torsional Section Modulus

Go

8 More Polar Modulus Calculators

Go

Verified Percent Polymer Concentration given Polymer Feed Rate as Volumetric Flow Rate

Go

6 More Polymer Feed Rate Calculators

Go

Created Porosity

Go

Created Porosity given Bulk Pore Velocity

Go

Created Porosity given Specific Yield and Specific Retention

Go

Created Total Volume of Soil or Rock Sample given Porosity

Go

Created Volume of Solids given Porosity

Go

Verified Area of Concrete Section given Prestress Drop

Go

Verified Average Stress for Parabolic Tendons

Go

Verified Prestress Drop

Go

Verified Prestress Drop given Modular Ratio

Go

Verified Prestress Drop given Stress in concrete at Same Level due to Prestressing Force

Go

Verified Prestress Drop when Two parabolic Tendons are Incorporated

Go

Verified Stress in Concrete given Prestress Drop

Go

6 More Post-Tensioned Members Calculators

Go

Created Length given potential energy due to deformation of free surface

Go

Created Potential energy due to deformation of free surface

Go

Created Potential Energy per unit width in one wave

Go

Created Surface elevation given potential energy due to deformation of free surface

Go

Created Wave Height given Potential Energy per Unit Width in One Wave

Go

Created Wavelength for potential energy per unit width in one wave

Go

Created Potential Evapotranspiration of Cotton

Go

Created Potential Evapotranspiration of Dense Natural Vegetation

Go

Created Potential Evapotranspiration of Light Natural Vegetation

Go

Created Potential Evapotranspiration of Maize

Go

Created Potential Evapotranspiration of Medium Natural Vegetation

Go

Created Potential Evapotranspiration of Potatoes

Go

Created Potential Evapotranspiration of Rice

Go

Created Potential Evapotranspiration of Sugarcane

Go

Created Potential Evapotranspiration of Very Dense Vegetation

Go

Created Potential Evapotranspiration of Wheat

Go

Created Correction Ratio in Test for Consistency of Record

Go

Created Depth of rainfall given volume of rainfall

Go

Created Dredge or Burge Formula

Go

Created Total Runoff over Catchment

Go

Created Volume of rainfall

Go

Created Significant Wave Height from Bretschneider Empirical Relationships

Go

Created Significant Wave Period from Bretschneider Empirical Relationships

Go

Created Water Depth given Wavelength, Wave Period and Water Number

Go

Created Wave Number given Wavelength, Wave Period and Water Depth

Go

Created Atmospheric Pressure given Gauge Pressure

Go

Created Atmospheric Pressure given Total or Absolute Pressure

Go

Created Correction Factor given Height of Surface Waves based on Subsurface Measurements

Go

Created Depth below SWL of Pressure Gauge

Go

Created Dynamic Component due to Acceleration from Absolute Pressure Equation

Go

Created Friction Velocity given Dimensionless Time

Go

Created Height of Surface Waves based on Subsurface Measurements

Go

Created Phase Angle for Total or Absolute Pressure

Go

Created Radian Frequency given Wave Period

Go

Created Total or Absolute Pressure

Go

Created Total Pressure given Gauge Pressure

Go

Created Water Depth given Wave Celerity for Shallow Water

Go

Created Water Surface Elevation

Go

Created Water Surface Elevation of Two Sinusoidal Wave

Go

Created Wave celerity for shallow water given water depth

Go

Created Wave Period given average Frequency

Go

Verified Length of Prism given Total Pressure by Volume of Prism

Go

Verified Pressure Intensity for Top Edge of Plane Surface

Go

Verified Total Pressure by Volume of Prism

Go

Verified Vertical Depth given Pressure Intensity for Top Edge of Plane Surface

Go

3 More Pressure Diagram Calculators

Go

Verified Pressure Gradient given Maximum Shear Stress at Cylindrical Element

Go

Verified Pressure Gradient given Maximum Velocity at Axis of Cylindrical Element

Go

5 More Pressure Gradient Calculators

Go

Created Pressure given Height of Surface Waves based on Subsurface Measurements

Go

Created Pressure given Pressure Response Factor

Go

Created Pressure Reference Factor

Go

Created Pressure Reference Factor given Height of Surface Waves based on Subsurface Measurements

Go

Created Pressure response factor at bottom

Go

Created Pressure taken as Gauge Pressure relative to Wave Mechanics

Go

Created Wavelength for Pressure Response Factor at bottom

Go

Verified Initial Prestress given Prestress after Immediate Loss

Go

Verified Initial Strain in Steel for Known Strain due to Elastic Shortening

Go

Verified Modular Ratio given Prestress after Immediate Loss

Go

Verified Prestress Drop given Initial Prestress Force

Go

Verified Prestress Drop given Pressure after Immediate Loss

Go

Verified Prestressing Force after Immediate Loss given Initial Prestress

Go

Verified Residual Strain in Steel for Known Strain due to Elastic Shortening

Go

Verified Strain in Concrete due to Elastic Shortening

Go

Verified Transformed Area of Prestress Member for Known Pressure Drop

Go

Created Duration given Extreme Rainfall Depth

Go

Created Extreme Rainfall Depth

Go

Created Statistical Approach of PMP by using Chow's Equation

Go

Verified Earliest Expected Occurrence Time of Event i

Go

Verified Earliest Expected Occurrence Time of Event j

Go

Verified Expected Time given Probability Factor

Go

Verified Expected Time of Activity i-j

Go

Verified Least Allowable Occurrence Time of Event i

Go

Verified Least Allowable Occurrence Time of Event j

Go

Verified Mean or Expected Time

Go

Verified Most Likely Time given Expected Time

Go

Verified Optimistic Time given Expected Time

Go

Verified Optimistic Time given Standard Deviation

Go

Verified Pessimistic Time given Expected Time

Go

Verified Pessimistic Time given Standard Deviation

Go

Verified Probability Factor

Go

Verified Scheduled Time given Probability Factor

Go

Verified Slack of Event i or j

Go

Verified Standard Deviation given Probability Factor

Go

Verified Standard Deviation of Activity

Go

Created Expanded or Developed Blade Area of Propeller given Propeller Drag

Go

Created Propeller Drag Coefficient given Propeller Drag

Go

Created Propeller Drag due to Form Drag of Propeller with Locked Shaft

Go

Verified Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam

Go

Verified Length of Dam to which Flow Net applies given Quantity of Seepage in Length of Dam

Go

4 More Quantity of seepage Calculators

Go

Created Intensity of Rainfall given Radar Echo Factor

Go

Created Radar Echo Factor using Intensity

Go

Created Radar Measurement of Rainfall

Go

Created Bending Moment given Radial Stress in Member

Go

Created Cross Section Depth given Radial Stress in Member

Go

Created Cross Section Width given Radial Stress in Member

Go

Created Curvature Factor for Adjustment in Design Value for Curved Portions of Wood

Go

Created Radial Stress Induced by Bending Moment in Member

Go

Created Radius of Curvature given Radial Stress in Member

Go

1 More Radial Stresses and Curvature Factor Calculators

Go

Verified Radial Thickness of Element given Rotation due to moment on Arch Dam

Go

3 More Radial Thickness of Element Calculators

Go

Verified Radius of Pipe given Discharge through Pipe

Go

Verified Radius of Pipe given Maximum Shear Stress at Cylindrical Element

Go

3 More Radius of Pipe Calculators

Go

Verified Force required to prevent expansion

Go

Verified Increase in length due to expansion

Go

Created Kinetic Energy of Storm given Rainfall Erosion Index Unit

Go

Created Maximum 30 Minutes Rainfall Intensity given Rainfall Erosion Index Unit of Storm

Go

Created Rainfall Erosion Index Unit of Storm

Go

Created Catchment Area when Recharge from Rainfall is Considered

Go

Created Normal Rainfall in Monsoon Season

Go

Created Rainfall Infiltration Factor when Recharge from Rainfall is Considered

Go

Created Recharge from Rainfall in Monsoon Season by Rainfall Infiltration Method

Go

Created Annual Precipitation in (i-1)th year given Antecedent Precipitation

Go

Created Annual Precipitation in (i-2)th year given Antecedent Precipitation

Go

Created Annual Precipitation in i-th year given Antecedent Precipitation

Go

Created Antecedent Precipitation Index

Go

Created Equation of Straight-line Regression between Runoff and Rainfall

Go

Created Exponential Relationship for Larger Catchments

Go

Created Precipitation using Runoff from Exponential Relationship

Go

Created Precipitation using Runoff in Straight Line Regression between Runoff and Rainfall

Go

Created Runoff Rainfall Regression by Logarithmic Transformation

Go

Created Optimum number of rain gauge stations

Go

Verified Shoulder Width for Deck Width of Rainwater Runoff to Drain Scuppers

Go

6 More Rainwater Accumulation and Drainage on Bridges Calculators

Go

Created Coefficient of Runoff when Peak Discharge for Field Application is Considered

Go

Created Coefficient of Runoff when Peak Value is Considered

Go

Created Drainage Area given Peak Discharge for Field Application

Go

Created Drainage Area when Peak Discharge for Field Application is Considered

Go

Created Drainage Area when Peak Discharge is Considered

Go

Created Intensity of Precipitation when Peak Discharge for Field Application is Considered

Go

Created Intensity of Rainfall when Peak Discharge is Considered

Go

Created Peak Discharge Equation based on Field Application

Go

Created Peak Discharge for Field Application

Go

Created Peak value of runoff

Go

Created Value of Peak Discharge

Go

Created Recharge from Rainfall in Alluvial Indo Gangetic and Inland Areas

Go

Created Recharge from Rainfall in East Coast Alluvial Areas

Go

Created Recharge from Rainfall in Hard Rock Areas consisting Massive Poorly Fractured Rocks

Go

Created Recharge from Rainfall in Hard Rock Areas of Consolidated Sandstone

Go

Created Recharge from Rainfall in Hard Rock Areas with Granulite Facies

Go

Created Recharge from Rainfall in Hard Rock Areas with Laterite

Go

Created Recharge from Rainfall in Hard Rock Areas with Low Clay Content

Go

Created Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales

Go

Created Recharge from rainfall in hard rock areas with semi consolidated sandstone

Go

Created Recharge from Rainfall in Hard Rock Areas with Significant Clay Content

Go

Created Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt

Go

Created Recharge from Rainfall in Hard Rock Areas with Weathered Basalt

Go

Created Recharge from Rainfall in West Coast Areas based on Recommended Rainfall Infiltration Factor

Go

Created Possible Recharge in Clayey Alluvium Areas based on Known Norms of Specific Yield

Go

Created Possible Recharge in Hard Rock Areas of massive Poorly fractured Rocks

Go

Created Possible Recharge in Hard Rock Areas with karstified Limestone

Go

Created Possible Recharge in Hard Rock Areas with Laterite

Go

Created Possible Recharge in Hard Rock Areas with Limestone

Go

Created Possible Recharge in Hard Rock Areas with Phyllites, Shales given recommended specific Yield

Go

Created Possible Recharge in Hard Rock Areas with Quartzite

Go

Created Possible Recharge in Hard Rock Areas with Sandstone

Go

Created Possible Recharge in Hard Rock Areas with Weathered or vesicular, Jointed Basalt

Go

Created Possible Recharge in Sandy Alluvium Areas based on Known norms of Recommended Specific Yield

Go

Created Possible Recharge in Silty Alluvium Areas based on Known norms of Recommended Specific Yield

Go

Created Possible Recharge in Weathered Hard Rock Areas with Low Clay content based on Recommended Norms

Go

Created Possible Recharge in Weathered Hard Rock Areas with Significant Clay content based on Norms

Go

Created Discharge about straight-line slope

Go

Created Equation for Residual Drawdown

Go

Created Equation for Residual Drawdown for small values of Distance and large values of Time

Go

Created Equation for Slope of Line

Go

Created Transmissibility about straight-line slope

Go

Verified Bending Moment of Beam due to Stress in Concrete

Go

Verified Bending Moment of Beam due to Stress in Steel

Go

Verified Stress in Concrete using Working-Stress Design

Go

Verified Stress in Steel by Working-Stress Design

Go

Verified Stress in Steel using Working-Stress Design

Go

Created Area of well given specific capacity per unit well area of aquifer

Go

Created Area of well given time interval

Go

Created Area of well when discharged from open well is considered

Go

Created Depression Head when Discharge from Open Well is Considered

Go

Created Discharge from Open Well under Depression Head

Go

Created Equation for Time Interval

Go

Created Proportionality constant given specific capacity per unit well area of aquifer

Go

Created Proportionality constant per unit well area of aquifer

Go

Created Specific Capacity per unit Well Area for Discharge from Open Well

Go

Created Reflection Coefficient in Coastal Structures

Go

Created Reflection Coefficient in Coastal Structures with Dolos-Armored Breakwaters - Monochromatic Waves

Go

Created Reflection Coefficient in Coastal Structures with Plane Slope-Irregular Waves

Go

Created Reflection Coefficient in Coastal Structures with Plane Slope-Monochromatic Waves

Go

Created Reflection Coefficient in Coastal Structures with Rubble-mound Breakwaters

Go

Created Reflection Coefficient in Coastal Structures with Tetrapod-armored Breakwaters - Irregular Waves

Go

Created Density of Fluid for Ratio of Inertial Forces and Viscous Forces

Go

Created Dynamic Viscosity for Ratio of Inertial Forces and Viscous Force

Go

Created Force on Model for Scale Factor Parameters

Go

Created Force on Model given Force on Prototype

Go

Created Force on Prototype

Go

Created Inertial Forces given Kinematic Viscosity

Go

Created Inertial Forces using Newton's Friction Model

Go

Created Kinematic Viscosity for Ratio of Inertial Forces and Viscous Force

Go

Created Length for Ratio of Inertial Forces and Viscous Forces

Go

Created Length given Kinematic Viscosity, Ratio of Inertial forces and Viscous forces

Go

Created Relation between Forces on Prototype and Forces on Model

Go

Created Scale Factor for Density of Fluid given Forces on Prototype and Model

Go

Created Scale Factor for Inertia Forces given Force on Prototype

Go

Created Scale Factor for Length given Forces on Prototype and Force on Model

Go

Created Scale Factor for Velocity given Forces on Prototype and Force on Model

Go

Created Velocity given Kinematic Viscosity, Ratio of Inertial Forces and Viscous Forces

Go

Created Velocity given Ratio of Inertial Forces and Viscous Forces using Newton's Friction model

Go

Created Viscous Forces using Newton's Friction model

Go

Created Length Scale given Relative Importance of Viscosity

Go

Created Relative Importance of Viscosity given Length and Velocity Scales

Go

Created Relative Importance of Viscosity given Reynolds Number

Go

Created Reynolds Number given Relative importance of Viscosity

Go

Created Velocity Scale given Relative Importance of Viscosity

Go

Verified Coefficient of roughness given flow quantity of full flowing sewer

Go

Verified Energy Loss given Full Flow Velocity in Sewer

Go

Verified Full flow velocity in sewer

Go

5 More Required flow velocity Calculators

Go

Created Average Reservoir Area during Month given Volume of Water Lost in Evaporation

Go

Created Pan Evaporation Loss

Go

Created Pan Evaporation Loss given Volume of Water Lost in Evaporation in Month

Go

Created Relevant Pan Coefficient given Volume of Water Lost in Evaporation in Month

Go

Created Volume of Water Lost in Evaporation in Month

Go

Created Cumulative Probability of Design Significant Wave Height given Return Period

Go

Created Encounter Probability

Go

Created Mean Value of Maximum Monthly Wind Speeds for Wind Speed with r-year Return Period

Go

Created Return Period given Cumulative Probability

Go

Created Significant Wave Height for Free Long Waves

Go

Created Standard Deviation of Maximum Monthly Wind Speeds given Wind Speed with r-year Return Period

Go

Created Time Interval Associated with Each Data Point given Return Period

Go

Created Velocity at Surface given Volume Flow Rate Per Unit of Ocean Width

Go

Created Wind Speed with r-year Return Period

Go

Created Actual Value of Parameter Adopted in Design of Project given Safety Factor

Go

Created Equation for Risk

Go

Created Equation for Risk given Return Period

Go

Created Equation for Safety Factor

Go

Created Equation for Safety Margin

Go

Created Probability given Return Period

Go

Created Reliability given Risk

Go

Created Reliability using Return Period

Go

Created Return Period given Probability

Go

Created Risk given Reliability

Go

Created Value of Parameter obtained from Hydrological Considerations given Safety Factor

Go

Created Average depth given friction factor for propagation velocity of tide wave

Go

Created Average depth given propagation velocity of tide wave

Go

Created Chezy's friction factor given friction factor for propagation velocity of tide wave

Go

Created Friction factor for propagation velocity of tide wave

Go

Created Maximum flood current given friction factor for propagation velocity of tide wave

Go

Created Propagation velocity of tide wave

Go

Created Tidal period for friction factor and propagation velocity of tide wave

Go

Created Aerodrome Reference Temperature given Corrected Take off Length

Go

Created Runway Elevation given Runway Take off Length Corrected for Elevation

Go

Created Runway Slope about Take-off Length Corrected for Elevation, Temperature and Slope

Go

Created Runway Take off Length Corrected for Elevation

Go

Created Runway Take off Length Corrected for Elevation, Temperature and Slope

Go

Created Runway Takeoff Length Corrected for Elevation and Temperature

Go

Created Catchment area when maximum flood discharge in Ryve's formula

Go

Created Ryves Formula for maximum flood discharge

Go

3 More Ryves Formula (1884) Calculators

Go

Created Apparent Dispersion Coefficient which includes all Mixing Effects

Go

Created Coordinate along Channel given Apparent Dispersion Coefficient

Go

Created Diffusion Coefficient

Go

Created Dimensionless Estuary number

Go

Created Dimensionless Stratification Number

Go

Created Estuary Number given Froude Number and Mixing Parameter

Go

Created Fresh Water River Flow given Dimensionless Estuary number

Go

Created Fresh Water River Flow given Mixing Parameter

Go

Created Froude Number based upon maximum flood current velocity at estuary mouth

Go

Created Froude Number given Dimensionless Estuary number

Go

Created Mixing Parameter

Go

Created Mixing Parameter given Dimensionless Estuary number

Go

Created Rate of Energy Dissipation given Dimensionless Stratification Number

Go

Created Rate of Potential Energy Gain given Dimensionless Stratification Number

Go

Created Salinity at Moment of Slack Water

Go

Created Tidal Period given Mixing Parameter

Go

Created Tide Period given Dimensionless Estuary number

Go

Created Volume of tidal prism given dimensionless estuary number

Go

Created Volume of tidal prism given mixing parameter

Go

Created Equation for varying dimensionless group in Theis equation

Go

Created Ghyben Herzberg relationship for Depth of Freshwater below Sea Level

Go

Created Height of water table above sea level

Go

Created Scale Factor for Acceleration

Go

Created Scale Factor for Acceleration given Scale Factor for Time and Velocity

Go

Created Scale Factor for Density of Fluid given Scale Factor for Inertia Forces

Go

Created Scale Factor for Inertia Forces

Go

Created Scale Factor for Kinematic Viscosity given Scale Factor for Time and Length

Go

Created Scale Factor for Length given Scale Factor for Acceleration

Go

Created Scale Factor for Length given Scale Factor for Inertia Forces

Go

Created Scale Factor for Length given Scale Factor for Time

Go

Created Scale Factor for Length given Scale Factor for Time and Kinematic Viscosity

Go

Created Scale Factor for Time

Go

Created Scale Factor for Time given Scale Factor for Acceleration

Go

Created Scale Factor for Time given Scale Factor for Length and Kinematic Viscosity

Go

Created Scale Factor for Velocity given Scale Factor for Acceleration

Go

Created Scale Factor for Velocity given Scale Factor for Inertia Forces

Go

Created Scale Factor for Velocity given Scale Factor for Time

Go

Verified Load Given Production of Scrap by Machines

Go

Verified Weight of Load Given Quantity of Scrap Produced

Go

23 More Scraper Production Calculators

Go

Verified Maximum Head Loss when screen is 50 percent clogged

Go

Verified Minimum Head Loss when screen is fully functional

Go

3 More Screening Calculators

Go

Created Base Length in SCS Triangular Unit Hydrograph

Go

Created Catchment Area given Peak Discharge

Go

Created Duration of Effective Rainfall for given Time of Peak

Go

Created Duration of Effective Rainfall given Time of Peak

Go

Created Lag Time given Time of Peak

Go

Created Peak Discharge

Go

Created Time of Concentration given Time of Peak

Go

Created Time of Peak given Base Length

Go

Created Time of Peak given Peak Discharge

Go

Created Time of Peak given Time of Concentration

Go

Created Time of Peak given Time of Recession

Go

Created Time of Peak or Time of Rise

Go

Created Time of Recession as Suggested in SCS

Go

Created Active Sediment Volume given Seawall Trap Ratio

Go

Created Depth of Closure given Volume of Sand per unit Length of Shoreline

Go

Created Depth of Closure given Volume per unit Length of Shoreline

Go

Created Design Berm Elevation given Volume per unit Length of Shoreline

Go

Created Seawall Trap Ratio

Go

Created Volume of Sand per unit Length of Shoreline placed before there is any Dry Beach after Equilibrium

Go

Created Volume per unit Length of Shoreline required to produce Beach Width

Go

Created Wall Trap Volume given Seawall Trap Ratio

Go

Verified Diameter of Circular Shape given Section Modulus

Go

14 More Section Modulus for Various Shapes Calculators

Go

Created Deepwater Wave Height for Total Transport

Go

Created Refraction Coefficient at Breaker Line given Total Littoral Transport in Breaker Zone in m3 per Year

Go

Created Total Littoral Transport in Entire Breaker Zone in CERC Formula

Go

Created Total Transport given by Galvin

Go

Created Wave Height in Deepwater for Total Littoral Transport in Breaker Zone in Cubic Meter per Year

Go

Created Wave Height in Deepwater given Total Littoral Transport in Entire Breaker Zone in CERC Formula

Go

Created Wave Speed in Deepwater for Total Littoral Transport in Breaker Zone in Cubic Meter per Year

Go

Created Wave Speed in Deepwater for Total Littoral Transport in Entire Breaker Zone in CERC Formula

Go

Created Length of Basin given Natural Free Oscillating Period of Basin

Go

Created Natural Free Oscillating Period of Basin

Go

Created Number of Nodes along axis of Basin given Natural Free Oscillating Period of Basin

Go

Created Water Depth given Natural Free Oscillating Period of Basin

Go

Verified Fundamental Period for Steel Eccentrically Braced Frames

Go

Verified Lateral Seismic Force

Go

Verified Vertical Distribution Factor given Lateral Force

Go

18 More Seismic Loads Calculators

Go

Created Inflow Volume given Net Flow Volume

Go

Created Net Flow Volume

Go

Created Outflow Volume given Net Flow Volume

Go

Verified Allowable Horizontal Shear for Individual Connector for over 2 Million Cycles

Go

11 More Shear Range Calculators

Go

Created 28 Day Concrete Compressive Strength given Development Length for Hooked Bar

Go

Created Bar Diameter given Development Length for Hooked Bar

Go

Created Development Length for Hooked Bar

Go

Created Nominal Reinforcement Shear Strength for Stirrup Area with Support Angle

Go

Created Stirrup Area given Stirrup Spacing in Practical Design

Go

Created Stirrup Area given Support Angle

Go

Created Stirrup Spacing for Practical Design

Go

Created Stirrups area for Inclined Stirrups

Go

4 More Shear Reinforcement Calculators

Go

Verified Shear Stress given Shear Resilience

Go

2 More Shear Resilience Calculators

Go

Verified Shear carried by Concrete

Go

7 More Shear Walls Calculators

Go

Created Beach Slope given Breaking Wave and Wave Height at Breaking Point

Go

Created Breaking Wave given wave height at Breaking Point

Go

Created Deepwater Wave Height for Shoaling Coefficient and Refraction Coefficient

Go

Created Deepwater Wavelength for Shoaling Coefficient in Shallow Water

Go

Created Deepwater Wavelength given Wave Breaking and Wave Height at Breaking Point

Go

Created Distance between Two Rays at General Point

Go

Created Refraction Coefficient

Go

Created Refraction Coefficient given Relative Change of Wave Height

Go

Created Shoaling Coefficient

Go

Created Shoaling Coefficient given Wave Celerity

Go

Created Shoaling Coefficient in Shallow Water

Go

Created Water Depth given Shoaling Coefficient in Shallow Water

Go

Created Water Depth when Reduced Shoaling Coefficient in shallow Water

Go

Created Wave Height at Breaking Point given Breaking Wave and Wave Height at Breaking Point

Go

Created Wave Height given Shoaling Coefficient and Refraction Coefficient

Go

Created Wave Length for Reduced Shoaling Coefficient in Shallow Water

Go

Verified Area of Concrete given Factored Axial Load

Go

Verified Area of Cross-section of Spiral Reinforcement given Volume

Go

Verified Area of Longitudinal Reinforcement for Columns given Factored Axial Load in Spiral Columns

Go

Verified Characteristic Compressive Strength of Concrete given Factored Axial Load in Spiral Columns

Go

Verified Characteristic Strength of Compression Reinforcement given Factored Load in Spiral Columns

Go

Verified Diameter of Core given Volume of Core

Go

Verified Diameter of Core given Volume of Helical Reinforcement in One Loop

Go

Verified Diameter of Spiral Reinforcement given Volume of Helical Reinforcement in one Loop

Go

Verified Factored Axial Load on Member of Spiral Columns

Go

Verified Pitch of Spiral Reinforcement given Volume of Core

Go

Verified Volume of Core in Short Axially Loaded Columns with Helical Ties

Go

Verified Volume of Helical Reinforcement in One Loop

Go

Verified Center Deflection of Simply Supported Beam carrying Couple Moment at Right End

Go

Verified Center Deflection on Simply Supported Beam carrying UVL with Maximum Intensity at Right support

Go

Verified Deflection at Any Point on Simply Supported carrying Couple Moment at Right End

Go

Verified Deflection at Any Point on Simply Supported Beam carrying UDL

Go

Verified Maximum Deflection of Simply Supported Beam carrying Couple Moment at Right End

Go

Verified Maximum Deflection of Simply Supported Beam carrying Triangular Load with Max Intensity at Center

Go

Verified Maximum Deflection on Simply Supported Beam carrying UVL Max Intensity at Right Support

Go

Verified Slope at Free Ends of Simply Supported Beam carrying Concentrated Load at Center

Go

Verified Slope at Free Ends of Simply Supported Beam carrying UDL

Go

Verified Slope at Left End of Simply Supported Beam carrying Couple at Right End

Go

Verified Slope at Left End of Simply Supported Beam carrying UVL with Maximum Intensity at Right End

Go

Verified Slope at Right End of Simply Supported Beam carrying Couple at Right End

Go

Verified Slope at Right End of Simply Supported Beam carrying UVL with Maximum Intensity at Right End

Go

2 More Simply Supported Beam Calculators

Go

Created Drawdown in aquifer caused by pumping at any point in aquifer

Go

Created Drawdown in aquifer for total drawdown

Go

Created Total Drawdown in Pumping Well

Go

Created Total Drawdown in Pumping Well expressed given Factors related to Hydraulic Characteristics

Go

Created Well Loss for Total Drawdown

Go

Created Moment Resistance of Concrete given Flange Thickness

Go

Created Moment Resistance of Steel

Go

1 More Singly Reinforced Flanged Sections Calculators

Go

Verified Bending Moment Capacity of Ultimate Strength given Beam Width

Go

2 More Singly Reinforced Rectangular Sections Calculators

Go

Created Area of Tension Reinforcement given Steel Ratio

Go

Created Beam Width given Steel Ratio

Go

Created Distance from Extreme Compression to Centroid given Steel Ratio

Go

Created Lever Arm Depth Factor

Go

Created Modular Ratio

Go

Created Steel Ratio

Go

Created Stress in Steel with Tension Reinforcement only

Go

Created Moment Resistance of Steel given Steel Ratio

Go

Created Moment Resistance of Steel given Stress and Area

Go

7 More Singly Reinforced Rectangular Sections Calculators

Go

Created Average Current Speed given Skin Friction of Vessel

Go

Created Reynolds Number given Skin Friction Coefficient

Go

Created Skin Friction Coefficient as Function of Reynolds Number

Go

Created Skin Friction Coefficient given Skin Friction of Vessel

Go

Created Skin Friction of Vessel due to Flow of Water over Wetted Surface Area of Vessel

Go

Created Wetted Surface Area of Vessel given Skin Friction

Go

Verified Composite Sleeper Index

Go

Verified General Strength of Material given CSI

Go

Verified Hardness of Material given CSI

Go

Verified Axial Load Capacity of Slender Columns

Go

2 More Slender Columns Calculators

Go

Verified Slenderness Ratio given Elastic Critical Buckling Load

Go

3 More Slender Columns Calculators

Go

Verified Fetch given Height of Waves for Fetch more than 20 miles

Go

4 More Slope protection Calculators

Go

Created Eddy Loss

Go

Created Frictional Loss

Go

Created Head loss in Reach

Go

Created Duration of Wind in SMB Prediction Method

Go

Created Fetch Length given Fetch Parameter in SMB Prediction Method

Go

Created Fetch Parameter in SMB Prediction Method

Go

Created Period of Significant Wave in SMB Prediction Method

Go

Created Significant Wave Height in SMB Prediction Method

Go

Created Wind Speed for Significant Wave Height in SMB Prediction Method

Go

Created Wind Speed given Duration of Wind in SMB Prediction Method

Go

Created Wind Speed given Fetch Parameter in SMB Prediction Method

Go

Created Wind Speed given Period of Significant Wave in SMB Prediction Method

Go

Verified Roof Snow Load

Go

Verified Thermal Effects factor given Roof Snow Load

Go

Verified Wind Exposure Factor given Roof Snow Load

Go

5 More Snow Loads Calculators

Go

Verified Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method

Go

Verified Settlement of Plate in Load Bearing Test

Go

22 More Soil Compaction Test Calculators

Go

Verified Area Ratio for Soil Sampler

Go

Verified Allowable Unit Load for Douglas Fir Lumber

Go

3 More Solid Rectangular or Square Columns with Flat Ends Calculators

Go

Created Any Elevation above Bottom given Pressure beneath Solitary Wave

Go

Created Celerity of Solitary Wave

Go

Created Empirical Relationship between Slope and Breaker Height-to-Water Depth Ratio

Go

Created Maximum Velocity of Solitary Wave

Go

Created Pressure beneath Solitary Wave

Go

Created Total Wave Energy per Unit Crest Width of Solitary Wave

Go

Created Volume of Water above Still Water Level per Unit Crest Width

Go

Created Water Depth Given Celerity of Solitary Wave

Go

Created Water Depth Given Total Wave Energy per Unit Crest Width of Solitary Wave

Go

Created Water Depth Given Volume of Water within Wave above Still Water Level

Go

Created Water Surface above Bottom

Go

Created Water Surface above Bottom given Pressure Beneath Solitary Wave

Go

Created Wave Height for Total Wave Energy per Unit Crest Width of Solitary Wave

Go

Created Wave Height given Celerity of Solitary Wave

Go

Created Wave Height Given Volume of Water within Wave above Still Water Level

Go

Created Wave Height of Unbroken Wave in Water of Finite Depth

Go

Created Wavelength of Regions of Validity Stokes and Cnoidal Wave Theory

Go

Created Balance equation when reduction in natural discharge equal rate of withdrawal

Go

Created Equation for ground water storage when recharge exceeds discharge

Go

Created Equation for rate of natural discharge when cone of depression ceases to expand

Go

Created Equation for recharge when discharge exceeds recharge

Go

Created Equation for recharge when recharge exceeds discharge

Go

Created Natural discharge when discharge exceeds recharge

Go

Created Natural discharge when recharge exceeds discharge

Go

Created Observed drawdown in unconfined aquifer

Go

Created Specific Capacity and Discharge into Well Relationship

Go

Created Specific capacity per unit well area of aquifer

Go

Created Specific Capacity under Unsteady Drawdown Conditions

Go

Verified Area of Section Considering Condition of Maximum Discharge

Go

22 More Specific Energy and Critical Depth Calculators

Go

Verified Specific Gravity of Soil Solids by Pycnometer Method

Go

15 More Specific Gravity of Soil Calculators

Go

Created Specific Retention

Go

Created Total Volume of Soil or Rock Sample given Specific Retention

Go

Created Volume of Water Retained in Total Volume Soil or Rock Sample

Go

Created Specific Yield

Go

Created Total volume of soil or rock samples

Go

Created Volume of water that drains from total volume soil or rock sample

Go

Verified Speed Factor

Go

Verified Speed Factor according to German Formula

Go

Verified Speed Factor using German Formula and Speed is above 100kmph

Go

Verified Speed given Speed Factor

Go

Verified Speed using German Formula

Go

Verified Track Modulus given Speed Factor

Go

Created Daily Runoff for Black Soils Type I and Soil having AMC of Type I, II and III for Indian Conditions

Go

Created Daily Runoff in Smaller Catchments under SCS

Go

Created Daily Runoff valid for Black Soils under AMC of type I and II for Indian Conditions

Go

Verified Stopping Sight Distance

Go

6 More SSD Calculators

Go

Created Actual Discharge from Backwater Effect on Rating Curve Normalized Curve

Go

Created Actual Fall at Stage given Actual Discharge

Go

Created Diffusion Coefficient in Advection Diffusion Flood Routing

Go

Created Gauge Height given Discharge for Non-Alluvial Rivers

Go

Created Measured Unsteady Flow

Go

Created Normal Discharge at given Stage under Steady Uniform Flow

Go

Created Normalized Discharge of Backwater Effect on Rating Curve Normalized Curve

Go

Created Normalized Value of Fall given Discharge

Go

Created Relationship between Stage and Discharge for Non-Alluvial Rivers

Go

Created Water Surface Elevation at i'th step in Standard Fourth-Order Runge-Kutta Method

Go

Created Water Surface Elevation in Standard Fourth-Order Runge-Kutta Method

Go

Created Fresh Water River Flow given Net Outflow through Cross-section

Go

Created Inflow to Wedge given Net Outflow through Cross-section

Go

Created Inflow to Wedge given respective Salinities

Go

Created Net Outflow through Cross-section

Go

Created Net Outflow through Cross-section given respective Salinities

Go

Created Non-dimensional Intrusion or Salt Wedge Length

Go

Created Respective Salinities at Location 2 given Inflow Flow in Wedge

Go

Created Respective Salinities at Location given Inflow Flow in Wedge

Go

Created Change in Piezometric Head

Go

Created Change in Radial Distance

Go

Created Cylindrical Surface through which Velocity of Flow Occurs

Go

Created Discharge entering cylindrical surface to well discharge

Go

Created Discharge Observed at Edge of Zone of Influence

Go

Created Equilibrium Equation for Flow in Confined Aquifer at Observation Well

Go

Created Thiem's equilibrium equation for steady flow in confined aquifer

Go

Created Transmissivity when Discharge and Drawdowns are considered

Go

Created Transmissivity when discharge at edge of zone of influence

Go

Created Velocity of flow by Darcy's Law at Radical Distance

Go

Verified Steel Yield Strength on Pins for Buildings for LFD given Allowable Bearing Stress

Go

Verified Steel Yield Strength on Pins not Subject to Rotation for Bridges for LFD given Pin Stress

Go

Verified Steel Yield Strength on Pins subject to Rotation for Bridges for LFD given Pin Stress

Go

2 More Steel Yield Strength Calculators

Go

Verified Actual Stiffener Spacing for Minimum Moment of Inertia of Transverse Stiffener

Go

Verified Minimum Moment of Inertia of Transverse Stiffener

Go

Verified Web Thickness for Minimum Moment of Inertia of Transverse Stiffener

Go

Verified Mean Radius of Spring given Stiffness of Spring

Go

4 More Stiffness Calculators

Go

Verified Area to Maintain Stress as Wholly Compressive given Eccentricity

Go

Verified Eccentricity for Rectangular Section to maintain Stress as Wholly Compressive

Go

5 More Strain Energy Calculators

Go

Verified Strain Energy Stored by Member

Go

Verified Stress of Member given Strain Energy Stored by Member

Go

3 More Strain Energy stored by the Member Calculators

Go

Created Precipitation given Runoff Volume Percentage for Damp AMC

Go

Created Precipitation given Runoff Volume Percentage for Dry AMC

Go

Created Precipitation given Runoff Volume Percentage for Wet AMC

Go

Created Runoff Volume Percentage for Damp AMC

Go

Created Runoff Volume Percentage for Dry AMC

Go

Created Runoff Volume Percentage for Wet AMC or Antecedent Moisture Condition

Go

Created Catchment Area given Stream Density

Go

Created Length of Overland Flow

Go

Created Number of Streams given Stream Density

Go

Created Stream Density

Go

Created Instantaneous Discharge given Instantaneous Mass Flux

Go

Created Mass Flux Computation

Go

1 More Streamflow Measurement Calculators

Go

Verified Component of Velocity in X Direction given Slope of Equipotential Line

Go

Verified Component of Velocity in Y Direction given Slope of Equipotential Line

Go

Verified Slope of Equipotential Line

Go

3 More Streamlines, Equipotential Lines and Flow Net Calculators

Go

Verified Shear Force for simply supported beam carrying udl at distance x from Left Support

Go

Verified Normal Stress Induced in Oblique Plane due to Biaxial Loading

Go

Verified Shear Stress Induced in Oblique Plane due to Biaxial Loading

Go

2 More Stresses in Bi-Axial Loading Calculators

Go

Verified Central Shear given Shearing Stress

Go

Verified Distance from Middle Surface given Normal Stress in Thin Shells

Go

Verified Normal Shearing Stresses

Go

Verified Normal Stress in Thin Shells

Go

Verified Shearing Stresses on Shells

Go

Verified Twisting Moments given Shearing Stress

Go

1 More Stresses in Thin Shells Calculators

Go

Verified Shear Stress when Member Subjected to Axial Load

Go

5 More Stresses of Members Subjected to Axial Loading Calculators

Go

Verified Beam Breadth of Uniform Strength for Simply Supported Beam when Load is at Centre

Go

Verified Stress of Beam of Uniform Strength

Go

9 More Structural Analysis of Beams Calculators

Go

Verified Area given Stress due to suddenly Applied Load

Go

2 More Suddenly Applied Load Calculators

Go

Verified Length of Summit Curve for Stopping Sight Distance when Curve Length is less than SSD

Go

Verified Length of Summit Curve for Stopping Sight Distance when Curve Length is more than SSD

Go

Verified Length of Summit Curve when Length of Curve is greater than OSD or ISD

Go

Verified Length of Summit Curve when Length of Curve is less than OSD or ISD

Go

Verified Uniformly distributed Load given Horizontal Component of Cable Tension for UDL

Go

9 More Supports at Same Level Calculators

Go

Verified Celerity of Wave from Lagrange's Celerity Equation

Go

Verified Depth of Flow at Point given Absolute Velocity of Surge Moving towards Right

Go

7 More Surge due to Sudden Increase of Flow Calculators

Go

Verified Depth of Flow given Absolute Velocity of Surge Moving towards Right

Go

11 More Surge due to Sudden Reduction of Flow Calculators

Go

Created Basin Lag given Modified Basin Lag

Go

Created Basin Lag given Modified Basin Lag for Effective Duration

Go

Created Basin Lag given Peak Discharge

Go

Created Basin Lag given Standard Duration of Effective Rainfall

Go

Created Basin Length Measured along Water Course given Basin Lag

Go

Created Basin Length Measured along Water Course given Modified Equation for Basin Lag

Go

Created Basin Slope given Basin Lag

Go

Created Catchment Area given Peak Discharge for Nonstandard Effective Rainfall

Go

Created Catchment Area given Peak Discharge of Unit Hydrograph

Go

Created Distance along Main Water Course from Gauging Station given Basin Lag

Go

Created Distance along Main Water Course from Gauging Station to Watershed

Go

Created Equation for Catchment Parameter

Go

Created Modified Basin Lag for Effective Duration

Go

Created Modified Basin Lag given Peak Discharge for Nonstandard Effective Rainfall

Go

Created Modified Basin Lag given Time Base

Go

Created Modified Equation for Basin Lag

Go

Created Modified Equation for Basin Lag for Effective Duration

Go

Created Non-Standard Rainfall Duration given Modified Basin Lag

Go

Created Peak Discharge for Nonstandard Effective Rainfall

Go

Created Peak Discharge per Unit Catchment Area

Go

Created Peak discharge per unit Catchment Area given Unit Hydrograph Width at 50 percent Peak Discharge

Go

Created Regional Constant given Peak Discharge

Go

Created Regional Constant given Peak Discharge for Nonstandard Effective Rainfall

Go

Created Regional Constant representing Watershed Slope and Storage Effects

Go

Created Snyder's Equation

Go

Created Snyder's Equation for Peak Discharge

Go

Created Snyder's Equation for Standard Duration of Effective Rainfall

Go

Created Snyder's Equation for Time Base

Go

Created Standard Duration of Effective Rainfall given Modified Basin Lag

Go

Created Standard Effective Duration given Modified Basin Lag

Go

Created Taylor and Schwartz Equation for Time Base

Go

Created Width of Unit Hydrograph at 50 percent Peak Discharge

Go

Created Width of Unit Hydrograph at 50 percent Peak Discharge given 75 percent Discharge

Go

Created Width of Unit Hydrograph at 75 percent Peak Discharge

Go

Created Clearance between Outer Main Gear Wheel and Taxiway Edge given Taxiway Width

Go

Created Clearance between Outer Main Gear Wheel and Taxiway Edge given Wing Tip Clearance

Go

Created Clearance given Separation Distance between Taxiway and Object

Go

Created Lateral Deviation given Separation Distance between Aircraft Stand Taxi lane-to-object

Go

Created Maximum Outer Main Gear Wheel Span given Taxiway Width

Go

Created Separation Distance between Aircraft Stand Taxi lane-to-object

Go

Created Separation Distance between Runway and Parallel Taxiway

Go

Created Separation Distance between Taxiway and Object

Go

Created Separation Distance given Wing Tip Clearance

Go

Created Strip Width given Separation Distance between Runway and Parallel Taxiway

Go

Created Taxiway Width

Go

Created Wing Span given Separation Distance between Aircraft Stand Taxi lane-to-object

Go

Created Wing Span given Separation Distance between Runway and Parallel Taxiway

Go

Created Wing Span given Separation Distance between Taxiway and Object

Go

Created Wing Span given Wing Tip Clearance

Go

Created Wing Tip Clearance given Separation Distance between Aircraft Stand Taxi lane-to-object

Go

Created Wing Tip Clearance given Separation Distance between Runway and parallel Taxiway

Go

Created Wing Tip Clearance given Separation Distance between Taxiway and Object

Go

Verified Coefficient of Thermal Expansion given Temperature Stress for Tapering Rod Section

Go

Verified Diameter of Wheel given Temperature Strain

Go

Verified Temperature Strain

Go

Verified Thickness of Tapered Bar using Temperature Stress

Go

5 More Temperature Stresses and Strains Calculators

Go

Verified Maximum Load Applied during Splitting Tensile Strength of Concrete

Go

Verified Splitting Tensile Strength of Concrete

Go

2 More Tensile Strength of Concrete Calculators

Go

Created Distance from observation well to image well

Go

Created Distance from observation well to real well

Go

Created Time at which Drawdown is Caused by Image Well at Observation Well

Go

Created Time at which drawdown is caused by real well at observation well

Go

Created Corrected Precipitation at any Time Period at Station 'X'

Go

Created Corrected Slope of Double Mass Curve

Go

Created Original Recorded Precipitation given Corrected Precipitation at any Time Period

Go

Created Original Slope of Double Mass Curve given Corrected Precipitation

Go

Created Catchment Area for Peak Discharge of Weighted Mean Slope Lesser than 0.0028

Go

Created Catchment Area given Lag Time of 1-h Unit Hydrograph

Go

Created Catchment Area given Peak Discharge of D-h Unit Hydrograph

Go

Created Duration of Rainfall Excess

Go

Created Lag Time of 1-h Unit Hydrograph

Go

Created Lag Time of 1-h Unit Hydrograph given Duration of Rainfall Excess

Go

Created Peak Discharge of D-h Unit Hydrograph

Go

Created Peak Discharge of D-h Unit Hydrograph for Weighted Mean Slope Lesser than 0.0028

Go

Created Peak Discharge of D-h Unit Hydrograph given Lag Time

Go

Created Weighted Mean Slope given Peak Discharge of D-h Unit Hydrograph

Go

Created Amplitude of Flow Velocity Oscillation

Go

Created Amplitude of Flow Velocity Oscillation for Sinusoidal Motion of Fluid

Go

Created Characteristic Length Scale of Object

Go

Created Characteristic Length Scale of Object given Displacement Parameter

Go

Created Displacement Parameter for Sediment Transport for Sinusoidal Motion of Fluid

Go

Created Displacement Parameter for Sediment Transport under Water Waves

Go

Created Excursion Amplitude of Fluid Particles in Oscillatory Flow given Displacement Parameter

Go

Created Keulegan-Carpenter Number

Go

Created Keulegan-Carpenter Number for Sinusoidal Motion of Fluid

Go

Created Period of Oscillation

Go

Created Period of Oscillation for Sinusoidal Motion of Fluid

Go

Created Added-Mass Coefficient for Fixed Body in Oscillatory Flow

Go

Created Drag Force for Fixed body in Oscillatory Flow

Go

Created Froude-Krylov Force

Go

Created Hydrodynamic Mass Force

Go

Created Inertia Coefficient for Fixed body in Oscillatory Flow

Go

Created Inertia Force for Fixed body in Oscillatory Flow

Go

Created Area of Catchment given Maximum Rate of Discharge from S-Curve

Go

Created Duration of ER given Maximum Rate of Discharge from S-Curve

Go

Created Equilibrium Discharge from S Curve

Go

Created Maximum Rate of Discharge from S-Curve

Go

Created Ordinates of Unit Hydrograph for S-Curve at Certain Time

Go

Created S Curve at any time

Go

Created S-Curve Addition

Go

Verified Ordinate at any point along Central Line of Three-hinged Parabolic Arch

Go

Verified Ordinate of any point along Central Line of Three-hinged Circular Arch

Go

Verified Rise of Three-Hinged Arch for Angle between Horizontal and Arch

Go

Verified Rise of three-hinged Parabolic Arch

Go

4 More Three Hinged Arches Calculators

Go

Verified Thrust at Crown of Arch Dam

Go

5 More Thrust on Arch Dam Calculators

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Created Average Volume of Bay over Tidal Cycle given Residence Time

Go

Created Fraction of New Water Entering Bay from Sea each Tidal Cycle given Residence Time

Go

Created Residence Time

Go

Created Tidal Period given Residence Time

Go

Created Tidal Prism given Residence Time

Go

Created Average Area over Channel Length given Tidal Prism

Go

Created Average Area over Channel Length given Tidal Prism of Non-Sinusoidal Prototype Flow

Go

Created Depth of Water at Current Meter Location

Go

Created Hydraulic Radius of Entire Cross-Section

Go

Created Maximum Cross-Sectionally Averaged Velocity during Tidal Cycle given Tidal Prism

Go

Created Maximum Cross-Sectionally Averaged Velocity given Tidal Prism of Non-sinusoidal Prototype Flow

Go

Created Maximum Ebb Tide Discharge Accounting for Non-Sinusoidal Character of Prototype Flow by Keulegan

Go

Created Maximum Instantaneous Ebb Tide Discharge given Tidal Prism

Go

Created Maximum Velocity Averaged over Entire Cross-Section

Go

Created Point Measurement of Maximum Velocity

Go

Created Tidal Period Accounting for Non-sinusoidal Character of Prototype Flow by Keulegan

Go

Created Tidal Period given Maximum Cross-sectionally Averaged Velocity and Tidal Prism

Go

Created Tidal Period given Maximum Instantaneous Ebb Tide Discharge and Tidal Prism

Go

Created Tidal Period when Tidal Prism Accounting for Non-sinusoidal Prototype Flow by Keulegan

Go

Created Tidal Prism Filling Bay Accounting for Non-sinusoidal Prototype Flow by Keulegan

Go

Created Tidal Prism filling Bay given Maximum Ebb Tide Discharge

Go

Created Tidal Prism for Non-sinusoidal character of Prototype Flow by Keulegan

Go

Created Tidal Prism given Average Area over Channel Length

Go

Created Distance from center of Earth to center of Sun given Attractive Force Potentials

Go

Created Distance of point located on surface of Earth to center of Moon

Go

Created Distance of point located on surface of earth to center of sun

Go

Created Gravitational constant given radius of Earth and acceleration of gravity

Go

Created Gravitational Forces on particles

Go

Created Greenwich Time Measured

Go

Created Local Time given Greenwich Time Measured

Go

Created Local Time Meridian given Greenwich Time Measured

Go

Created Local Time Meridian given Modified Epoch for longitude and Time Meridian Corrections

Go

Created Modified form of epoch accounting for longitude and time meridian corrections

Go

Created Phase Lag given Modified Epoch that accounts for longitude and Time Meridian Corrections

Go

Created Poisson Probability Law for Number of Storms simulated per year

Go

Created Separation of distance between centers of mass of two bodies given gravitational forces

Go

Verified Cost Slope

Go

Verified Crash Cost given Cost Slope

Go

Verified Crash Time given Slope

Go

Verified Normal Cost given Slope

Go

Verified Normal Time given Slope

Go

Verified Coefficient of Discharge for Time Required to Lower Liquid Surface

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Verified Time Required to Lower Liquid Surface

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17 More Time Required to Empty a Reservoir with Rectangular Weir Calculators

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Created Distance from pumping well to observation well

Go

Created Equation for drawdown across one log cycle

Go

Created Equation for pumping rate of transmissivity from time drawdown graphs

Go

Created Modified equation for storage coefficient from time drawdown graphs

Go

Created Modified equation for transmissivity from time drawdown graphs

Go

Created Storage Coefficient given time at which Steady Shape conditions develops

Go

Created Time at which Steady Shape Conditions Develop

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Created Transmissivity derived from time drawdown graphs

Go

Verified Initial Velocity for Work Done if Jet leaves in Motion of Wheel

Go

Verified Initial Velocity when Work Done at Vane Angle is 90 and Velocity is Zero

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Verified Velocity at Point given Efficiency of System

Go

Verified Velocity for Work Done if there is no Loss of Energy

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Verified Velocity given Efficiency of System

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16 More Torque Exerted on a Wheel with Radial Curved Vanes Calculators

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Verified Maximum permissible shear stress

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Verified Maximum permissible shear stress for given Radius and modulus of rigidity

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Verified Radius given Torsional Section Modulus

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Verified Radius with known Maximum permissible shear stress

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Verified Shaft length for given Polar MOI, Twisting Moment, Modulus of rigidity, and Twist angle

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Verified Torsional Section Modulus

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Verified Twisting Moment given Polar MOI and Twist Angle

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11 More Torsion Calculators

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Verified Horizontal Pressure given Resultant Force

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Verified Resultant Force by Parallelogram of Forces

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Verified Vertical Pressure given Resultant Force

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4 More Total Pressure on Curved Surface Calculators

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Created Estimated Distance given Channel Width

Go

Created Estimated Distance given Discharge in Tracer Method

Go

Created Water Table Depth given Distance in Tracer Method

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Verified Length of Transition Curve according to Rate of change of Centrifugal Acceleration

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Verified Length of Transition Curve according to Rate of Introduction of Superelevation

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Verified Length of Transition Curve by Empirical Formula for Mountainous and Steep Terrains

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Verified Length of Transition Curve by Empirical Formula for Plain and Rrolling Terrain

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Verified Length of Transition Curve if Pavement is Rotated about Inner Edge

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Verified Radius of Circular Curve given Length of Transition Curve

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Created Aquifer thickness when transmissivity of aquifer is considered

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Created Quantity of water for transmissivity

Go

Created Transmissibility when Coefficient of Permeability is Considered

Go

Created Transmissivity given Discharge Quantity

Go

Created Transmissivity of aquifer when equivalent permeability is considered

Go

Created Unit dimension of aquifer about transmissivity

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Created Capacity Inflow Ratio

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Created Equation for Trap Efficiency

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Verified Depth of Flow given Hydraulic Radius in Most Efficient Trapezoidal Channel

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Verified Depth of Flow when Width of Channel in Most Efficient Channel for Bottom Width is kept Constant

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Verified Side Slope of Section given Wetted Area for Bottom Width is kept Constant

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10 More Trapezoidal Section Calculators

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Verified Correction to Second Bearing for given Closing Error

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11 More Traversing Calculators

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Created Deceleration given Sight Distance

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Created Deflection Angle of Entrance Curve

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Created Deflection Angle of Entrance Curve given Deflection of Angle at Central Curve

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Created Deflection of Angle at Central Curve

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Created Deflection of Angle at Central Curve when Length of Central Curve is considered

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Created Distance between Midway Points of Main Gears and Edge of Taxiway Pavements

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Created Horonjeff Equation for Turning Radius of Taxiway

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Created Length of Central Curve

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Created Length of Entrance Curve when Deflection Angle of Entrance Curve is considered

Go

Created Radius of Central Curve given Length of Central Curve

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Created Radius of Curve when Velocity in Turn

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Created Radius of Entrance Curve when Deflection Angle of Entrance Curve is considered

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Created Sight Distance

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Created Taxiway Width given Turning Radius

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Created Turning Radius

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Created Turning Speed of Aircraft given Radius of Curve

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Created Turning Speed of Aircraft given Sight Distance

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Created Velocity in Turn

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Created Wheelbase given Turning Radius

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Verified Critical Stress for Carbon Steel by AISC code

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Verified Critical Stress for Carbon Steel by Am. Br. Co. code

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Verified Critical Stress for Carbon Steel by AREA code

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Verified Critical Stress for Carbon Steel by Chicago code

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Verified Critical Stress for Cast Iron by NYC code

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4 More Typical Short Column Formulas Calculators

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Verified Area of One Leg of Closed Stirrup given Shear Reinforcement Area

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Created Maximum Ultimate Torsion for Torsion Effects

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Verified Shear Reinforcement Area

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Created Spacing of Closed Stirrups for Torsion

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Verified Ultimate Design Torsional Moment

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Created Average Velocity along Path AB at certain Height above Bed

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Created Elapse Time of Ultrasonic Signal sent by A

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Created Elapse Time of Ultrasonic Signal sent by B

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Created Length of Path for Elapse Time of Ultrasonic Signal

Go

Created Length of Path given Elapse Time of Ultrasonic Signal

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Created Velocity of Sound in Water given Elapse Time of Ultrasonic Signal sent by A

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Created Coefficient of Permeability when Equilibrium Equation for Well in Unconfined Aquifer

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Created Depth of water in pumping well when steady flow in unconfined aquifer is considered

Go

Created Discharge at edge of zone of influence

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Created Equilibrium Equation for Well in Unconfined Aquifer

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Created Saturated thickness of aquifer when steady flow of unconfined aquifer is considered

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Created Change in Drawdown given Discharge

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Created Discharge per unit width of aquifer is

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Created Length about discharge per unit width of aquifer

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Created Length when discharge entering per unit length of drain is considered

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Created Length when Maximum Height of Water Table is Considered

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Created Mass Flux Entering Element

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Created Maximum Height of Water Table

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Created Natural Recharge given total head

Go

Created Recharge when Maximum Height of Water Table

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Created Water table profile neglecting depths of water in drains

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Created Area of Channel with known Conveyance of Channel

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Verified Conveyance of Channel

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Created Conveyance of Channel given Energy Slope

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Created Discharge for Uniform Flow given Energy Slope

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Created Energy Slope for Uniform Flow

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Created Frictional Loss given Energy Slope

Go

Created Hydraulic Radius given Conveyance of Channel for Uniform Flow

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Created Length of Reach by Manning's Formula for Uniform Flow

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Verified Chezy Constant for Rough Channels

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8 More Uniform Turbulent Flow Calculators

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Verified Shrinkage Ratio of Soil

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5 More Unit Weight of Water Calculators

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Created Cover Management Factor given Soil Loss per unit Area in unit Time

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Created Equation for Topographic Factor

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Created Rainfall Erosivity Factor

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Created Slop Steepness Factor given Soil Loss per unit Area in unit Time

Go

Created Slope Length Factor given Soil Loss Per Unit Area in Unit Time

Go

Created Soil Erodibility Factor given Soil Loss Per Unit Area in Unit Time

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Created Soil Loss Per Unit Area in Unit Time

Go

Created Support Practice Factor given Soil Loss per Unit Area in Unit Time

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Created Distance from Pumping Well given Storage Coefficient

Go

Created Drawdown at Time Interval 't1'

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Created Drawdown at Time Interval 't2'

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Created Drawdown given Piezometric Head

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Created Equation for Drawdown

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Created Equation for Storage Coefficient

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Created Equation for Well Function series to number of 4 digits

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Created Equation for Well Parameter

Go

Created Initial Constant Piezometric Head given drawdown

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Created Initial Time given Pumping Well along with Storage Coefficient

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Created Transmissivity about given storage coefficient

Go

Created Basin Lag for Foot Hill Drainage Area

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Created Basin Lag for Mountainous Drainage Areas

Go

Created Basin Lag for Valley Drainage Areas

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Verified Length of Valley Curve for Head Light Sight Distance when Length is less than SSD

Go

Verified Length of Valley Curve for Head Light Sight Distance when Length is more than SSD

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Verified Length of Valley Curve given Beam Angle and Height of Head Light

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Verified Length of Valley Curve given Height of Head Light and Beam Angle

Go

Verified Annual Installment for Sinking Fund

Go

Verified Annual Installment given Sinking Fund

Go

Verified Annual Sinking Fund using Sinking Fund Method

Go

Verified Capitalized Value

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Verified Capitalized Value using Profit Based Valuation

Go

Verified Coefficient of Annual Sinking Fund

Go

Verified Coefficient of Annual Sinking Fund given Sinking Fund

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Verified Gross Rent given Net Rent in Rental Method

Go

Verified Net Income using Profit Based Valuation

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Verified Net Rent using Rental Method of Valuation

Go

Verified Outgoings using Rental Method

Go

Verified Percentage Rate of Annual Depreciation

Go

Verified Rate of Interest given Years Purchase

Go

Verified Rate of Sinking Fund given YP

Go

Verified Sinking Fund for Buildings

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Verified Years Purchase

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Verified Years Purchase when Sinking Fund is Recovered

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Verified Velocity at Inlet when Work Done at Vane Angle is 90 and Velocity is Zero

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2 More Velocity at Inlet Calculators

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Verified Velocity at Outlet given Work Done if Jet leaves in Motion of Wheel

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3 More Velocity at Outlet Calculators

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Verified Throat area given Theoretical Discharge

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9 More Venturimeter Calculators

Go

Verified Bending Moment on Rail

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Verified Dynamic Overload at Joints

Go

Verified Isolated Vertical Load given Moment

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Verified Mass per Wheel given Dynamic Load

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Verified Static Wheel Load given Dynamic Load

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Verified Stress in Rail Foot

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Verified Stress in Rail Head

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Verified Strain along Depth given Volumetric Strain of Rectangular Bar

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Verified Strain along Length given Volumetric Strain of Rectangular Bar

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Verified Volumetric Strain of Rectangular Bar

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1 More Volumetric Strain of a Rectangular Bar Calculators

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Created Catchment Area given Peak Discharge in Jarvis formula

Go

Created Change in Storage of Water in Catchment

Go

Created Continuity equation for water balance

Go

Created Daily Precipitation from Water Budget Continuity Equation

Go

Created Ground Water Storage given Storage of water in catchment

Go

Created Mass in flow given Change in mass storage

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Created Mass outflow given Change in mass storage

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Created Mean annual flood proposed by natural environment research council

Go

Created Precipitation in Rainfall runoff relationship

Go

Created Rainfall runoff relationship

Go

Created Runoff losses in rainfall runoff relationship

Go

Created Soil Moisture Storage given Storage of water

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Created Storage of Water in Catchment

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Created Surface water storage given Storage of water in catchment

Go

Created Water Budget Equation for Catchment given Time Interval

Go

Verified Water Content of Soil from Pycnometer

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17 More Water Content of Soil and Related Formulas Calculators

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Created Water Depth given Flow Velocity in Continuous Discharge Measurements

Go

Verified Maximum Power Developed given Utilization Factor

Go

Verified Total Power that can be Developed given Utilization Factor

Go

Verified Utilization Factor

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6 More Water Power Engineering Calculators

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Created Actual Evapotranspiration given Runoff

Go

Created Change in Soil Moisture Storage given Runoff

Go

Created Equation for Runoff

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Created Net Groundwater Outflow given Runoff

Go

Created Runoff given Precipitation

Go

Created Surface Runoff using Runoff

Go

Created Celerity of Deepwater Wave

Go

Created Celerity of Wave given Deepwater Celerity and Wavelength

Go

Created Deepwater Celerity for Deepwater wavelength

Go

Created Deepwater Celerity given Units of Feet and Seconds

Go

Created Deepwater Celerity given Wave Period

Go

Created Deepwater Celerity when SI systems Units of meters and seconds is considered

Go

Created Deepwater Wave Celerity

Go

Created Wave Celerity given Wave Period and Wavelength

Go

Created Wave Celerity given Wavelength and Water Depth

Go

Created Wave Celerity given Wavelength and Wave Period

Go

Created Wave Celerity when Relative Water Depth becomes Shallow

Go

Created Wave Period given Deepwater Celerity

Go

Created Deepwater Celerity for Wave Power of Deepwater

Go

Created Potential Energy given Total Wave Energy

Go

Created Ratio of Group Velocity to phase Velocity

Go

Created Specific energy or energy density given wavelength and wave energy

Go

Created Specific Energy or Energy Density in terms Wave Height

Go

Created Total Wave Energy for Wave Power of Deepwater

Go

Created Total Wave Energy given Kinetic Energy and Potential Energy

Go

Created Total Wave Energy given Wave Power for Shallow Water

Go

Created Total Wave Energy in one Wavelength per unit Crest Width

Go

Created Wave Celerity given Wave Power for Shallow Water

Go

Created Wave Energy for Ratio of Group Velocity to phase Velocity

Go

Created Wave Height given Total Wave Energy in one Wavelength per unit Crest Width

Go

Created Wave Power for Deepwater

Go

Created Wave Power for Shallow Water

Go

Created Wavelength for total wave energy in wavelength per unit crest width

Go

Created Maximum Wave Height

Go

Created Mean Wave Period given Maximum Wave Period

Go

Created Significant Wave Height given Wave Period for North Sea

Go

Created Wave Height for Horizontal Component of Local Fluid Velocity

Go

Created Wave Height for Horizontal Fluid Particle Displacements

Go

Created Wave height for local fluid particle acceleration of horizontal component

Go

Created Wave height for local fluid particle acceleration of vertical component

Go

Created Wave height for major horizontal semi-axis given wavelength and wave height

Go

Created Wave height for minor vertical semi-axis given wavelength, wave height and water depth

Go

Created Wave Height for simplified horizontal fluid particle displacements

Go

Created Wave Height for simplified vertical fluid particle displacements

Go

Created Wave Height for Vertical Component of Local Fluid Velocity

Go

Created Wave Height for Vertical Fluid Particle Displacements

Go

Created Wave Height given Wave Amplitude

Go

Created Wave Height given Wave Period for Mediterranean Sea

Go

Created Wave Height given Wave Period for North Atlantic Ocean

Go

Created Wave Height given wave steepness

Go

Created Wave Height represented by Rayleigh Distribution

Go

Created Wave Height represented by Rayleigh Distribution under Narrow Band Condition

Go

Created Wavelength given wave steepness

Go

Created Drag Coefficient for Wind Speed at 10m Elevation

Go

Created Limiting Wave Period

Go

Created Spectral Energy Density

Go

Created Spectral Energy Density or Classical Moskowitz Spectrum

Go

Created Straight-Line Distance given Time required for Waves Crossing Fetch under Wind Velocity

Go

Created Straight-Line Distance over which Wind Blows

Go

Created Time required for Waves Crossing Fetch under Wind Velocity to become Fetch Limited

Go

Created Water Depth for given Limiting Wave Period

Go

Created Wind Speed given Time required for Waves crossing Fetch under Wind Velocity

Go

Created Angular of Radian Frequency of Wave

Go

Created Eckart's Equation for Wavelength

Go

Created Elevation of Water Surface Relative to SWL

Go

Created Major horizontal semi-axis given wavelength, wave height and water depth

Go

Created Maximum Wave Steepness for Waves Travelling

Go

Created Minor vertical semi-axis given wavelength, wave height and water depth

Go

Created Phase Velocity or Wave Celerity

Go

Created Phase Velocity or Wave Celerity given Radian Frequency and Wavenumber

Go

Created Radian Frequency given Wave Celerity

Go

Created Water Depth for maximum wave steepness of waves travelling

Go

Created Wave Amplitude

Go

Created Wave Amplitude given Elevation of Water Surface Relative to SWL

Go

Created Wave Height given Maximum Wave Steepness Limit by Michell

Go

Created Wave Number given Wave Celerity

Go

Created Wave number given wavelength

Go

Created Wave Steepness

Go

Created Wavelength for maximum wave steepness

Go

Created Wavelength given Maximum Wave Steepness Limit by Michell

Go

Created Average Period for Wave Period of Same Energy as Irregular Train

Go

Created Wave period for horizontal fluid particle displacements

Go

Created Wave Period for Known Deepwater Celerity

Go

Created Wave Period for Mediterranean Sea

Go

Created Wave Period for North Atlantic Ocean

Go

Created Wave Period for North Sea

Go

Created Wave Period for Vertical Fluid Particle Displacements

Go

Created Wave Period given Deepwater Celerity of SI systems Units of Meters and Seconds

Go

Created Wave Period given Deepwater Celerity of Units of Meters and Seconds

Go

Created Wave Period given Deepwater Wavelength of SI Systems Units of Meters and Seconds

Go

Created Wave Period given Deepwater Wavelength of Units of Meters and Seconds

Go

Created Wave Period given Radian Frequency of Wave

Go

Created Wave Period given Wave Celerity

Go

Created Wave Period given Wave Celerity and Wavelength

Go

Created Wave period given wave depth and wavelength

Go

Created Wave Period given Wavelength and Water Depth

Go

Created Wave period of same energy

Go

Created Equilibrium Form of PM Spectrum for Fully-Developed Seas

Go

Created Maximum Wave Period

Go

Created Mean Crest Period

Go

Created Mean Wave Period

Go

Created Mean Zero-upcrossing Period

Go

Created Most Probable Maximum Wave Period

Go

Created Normal Distribution with Wave Period

Go

Created Probability Density of Wave Period

Go

Created Relative Phase given coefficients

Go

Created Spectral Bandwidth

Go

Created Spectral Width

Go

Created Wave Component Amplitude

Go

Created Group Wave Celerity for Power per unit Crest Length

Go

Created Power per unit Crest Length

Go

Created Power per unit Crest Length given Ratio of Group Velocity to Phase Velocity

Go

Created Wave Celerity given Power per unit Crest Length

Go

Created Wave Energy for Power per unit Crest Length

Go

Created Wave Period for Certain Wave Phase Velocity

Go

Created Wave Phase Velocity

Go

Created Wave Phase Velocity for Wavelength and Wave Period

Go

Created Wavelength given Certain Wave Phase Velocity

Go

Created Beach Slope given Nonbreaking Upper Limit of Runup

Go

Created Breaker Depth Index given Set-down at Breaker Point at Still-Water Shoreline

Go

Created Cross-Shore Component of Cross-Shore directed Radiation Stress

Go

Created Deepwater Wave Height given Nonbreaking Upper Limit of Runup on Uniform Slope

Go

Created Deepwater Wave Height given Wave Runup above Mean Water Level

Go

Created Mean Water Surface Elevation given Total Water Depth

Go

Created Nonbreaking Upper Limit of Runup on Uniform Slope

Go

Created Set down for Regular Waves

Go

Created Setdown at Breaker Point at Still-Water Shoreline

Go

Created Setup at Mean Shoreline

Go

Created Setup at Still-Water Shoreline

Go

Created Shoreward Displacement of Shoreline

Go

Created Still Water Depth given Total Water Depth

Go

Created Surf Similarity Parameter given Wave Runup above Mean Water Level

Go

Created Total Water Depth

Go

Created Water Depth at Breaking given Setdown at Breaker Point at Still-Water Shoreline

Go

Created Water Depth given Cross Shore Component

Go

Created Wave Height given Cross-Shore Component

Go

Created Wave Height given Mean Water Surface Elevation Set down for Regular Waves

Go

Created Wave Runup above Mean Water Level

Go

Created Average of Waves based upon Rayleigh Distribution

Go

Created Average of Waves given Significant Wave Height

Go

Created Probability of Exceedance of Wave Height

Go

Created Root Mean Square Wave Height

Go

Created Root Mean Square Wave Height given Average of Waves based upon Rayleigh Distribution

Go

Created Root Mean Square Wave Height given Significant Wave Height based on Rayleigh Distribution

Go

Created Significant Wave Height given Average of Waves

Go

Created Significant Wave Height of Record based upon Rayleigh Distribution

Go

Created Significant Wave Height of Record for Probability of Exceedance

Go

Created Standard Deviation of Wave Height

Go

Created Wave Height of Record for Probability of Exceedance

Go

Created Coefficient for Wave Transmission by Flow over Structure

Go

Created Coefficient for Wave Transmission through Structure given Combined Transmission Coefficient

Go

Created Combined Wave Transmission Coefficient

Go

Created Dimensionless coefficient in Seelig equation for Wave Transmission Coefficient

Go

Created Dimensionless Coefficient in Seelig equation in Wave Transmission Coefficient

Go

Created Freeboard for given Wave Transmission Coefficient

Go

Created Horizontal Ordinate given Water Surface Amplitude

Go

Created Incident Wave Height given Surf Similarity Number or Iribarren Number

Go

Created Incident Wave Height given Water Surface Amplitude

Go

Created Incident Wave Length given Water Surface Amplitude

Go

Created Reflected Wave Period given Water Surface Amplitude

Go

Created Surf Similarity Number or Iribarren Number

Go

Created Time Elapsed given Water Surface Amplitude

Go

Created Water Surface Amplitude

Go

Created Wave Runup above Mean Water Level for given Wave Transmission Coefficient

Go

Created Wave Transmission Coefficient

Go

Created Angle Wave Orthogonal makes with Current in Non-propagated Wave Values on Forbidden Region

Go

Created Channel Depth in Non-propagated Wave Values

Go

Created Channel Depth in Non-propagated Wave values in Forbidden Region

Go

Created Channel Velocity in Non-propagated Wave Values in Forbidden Region

Go

Created Effect of Current on Wave Height

Go

Created Inlet Current Wave Height Factor

Go

Created Non-propagated Wave Values in Forbidden Region Boundary Line

Go

Created Non-propagated Wave Values in Forbidden Region of Boundary Line

Go

Created Wave Height Entering Inlet

Go

Created Wave Period in Non-propagated Wave Values

Go

Created Deepwater Wavelength given Celerity of Deepwater Wave

Go

Created Deepwater wavelength given Deepwater celerity

Go

Created Deepwater Wavelength given Units of Feet

Go

Created Deepwater Wavelength given Wave Celerity

Go

Created Deepwater Wavelength when SI systems Units of meters is considered

Go

Created Eckert's equation for Wavelength

Go

Created Long Wave simplification for Wavelength

Go

Created Water depth given wave celerity and wavelength

Go

Created Wavelength as Function of Depth and Wave Period

Go

Created Wavelength as Function of Water Depth and Wave Period

Go

Created Wavelength given Deepwater celerity and Deepwater wavelength

Go

Created Wavelength given Deepwater Wavelength

Go

Created Wavelength given wave celerity

Go

Created Wavelength given wave celerity and wave speed

Go

Verified Weight of Fluid for Work Done if there is no loss of Energy

Go

Verified Weight of Fluid given Work Done if Jet leaves in Motion of Wheel

Go

Verified Weight of Fluid when Work Done at Vane Angle is 90 and Velocity is Zero

Go

6 More Weight of the Fluid Calculators

Go

Verified Carbon Content

Go

Verified Carbon Equivalent of Structural Steel

Go

Verified Chromium Content given Carbon Equivalent

Go

Verified Copper given Carbon Equivalent

Go

Verified Manganese Content

Go

Verified Molybdenum given Carbon Equivalent

Go

Verified Nickel Content given Carbon Equivalent

Go

Verified Vanadium given Carbon Equivalent

Go

Created Drawdown given Specific Capacity

Go

Created Drawdown in aquifer given well efficiency

Go

Created Drawdown Inside well given well efficiency

Go

Created Pumping Rate given Specific Capacity

Go

Created Specific Capacity

Go

Created Well Efficiency

Go

Created Equation for Formation Loss

Go

Created Equation for Total Drawdown at Well

Go

Created Equation for Well Loss

Go

Created Distance from Pumping Well

Go

Created Drawdown across one log cycle given first estimate of pumping rate

Go

Created First estimate of pumping rate

Go

Created Storage coefficient given distance from pumping well

Go

Created Transmissivity for first estimate of pumping rate

Go

Created Transmissivity given distance from pumping well

Go

Verified Clearance given Shear Stress

Go

Verified Velocity of Piston for Pressure reduction over Length of Piston

Go

Verified Velocity of Piston given Shear Stress

Go

11 More When Piston Velocity is Negligible to Average Velocity of Oil in Clearance Space Calculators

Go

Verified Critical Depth of Channel given Slope of Dynamic Equation of Gradually Varied Flow

Go

7 More Wide Rectangular Channel Calculators

Go

Verified Basic Wind given Velocity Pressure

Go

Verified Velocity Pressure

Go

14 More Wind Loads Calculators

Go

Verified Pressure Walls and Pillars subjected to Wind Pressure

Go

2 More Wind Pressure Calculators

Go

Verified Zuider Zee Formula for Wind Velocity given Setup above Pool Level

Go

3 More Wind velocity Calculators

Go

Created Duration of Rainfall Excess given W Index

Go

Created Initial Losses given W-Index

Go

Created Total Storm Precipitation when W Index

Go

Created Total Storm Runoff given W Index

Go

Created W-Index

Go

Created Allowable Load per inch of Threaded Portion Penetration into Member Receiving Point

Go

Created Diameter of Wood Screw given Allowable Load per Inch of Penetration

Go

Created Diameter of Wood Screw given Total Allowable Lateral Load

Go

Created Total Allowable Lateral Load for Wood Screws

Go

Verified Work Done for Radial Discharge at Vane Angle is 90 and Velocity is Zero

Go

Verified Work Done if Jet leaves in Direction as that of Motion of Wheel

Go

Verified Work Done if there is no Loss of Energy

Go

1 More Work Done Calculators

Go

Created Maximum Torsion due to Service Load for Torsion Effects

Go

Created Spacing of Closed Stirrups for Torsion under Working Stress Design

Go

Created Abstraction in Time given Yield of Catchment

Go

Created Change in Storage Volumes given Yield of Catchment

Go

Created Natural Flow given Yield of Catchment

Go

Created Observed Runoff Volume at Terminal Gauging Station given Yield of Catchment

Go

Created Volume of Return Flow given Yield of Catchment

Go

Created Yield of Catchment by Water Balance Equation

Go

Created Yield of Catchment given Observed Runoff Volume at Terminal Gauging Station

Go

Created Number of Crests in Wave Record given Wave Crest Period

Go

Created Number of Zero Up-Crossings given Zero-Crossing Period

Go

Created Probability that Wave Height is greater than or equal to Design Wave Height

Go

Created Probability that Wave Height is lesser than or equal to Design Wave Height

Go

Created Record Length given Wave Crest Period

Go

Created Record Length given Zero-Crossing Period

Go

Created Root Mean Square Surface Elevation given Significant Wave Height

Go

Created Significant Wave Height given rms Surface Elevation

Go

Created Significant Wave Height given Zero-th Moment

Go

Created Wave Crest Period

Go

Created Zero-Crossing Period

Go

Created Zero-th Moment given Significant Wave Height

Go

Verified Height of Wave from Trough to Crest given Height of Wave Action by Zuider Zee Formula

Go

5 More Zuider zee formula Calculators

Go

Created Duration of Rainfall Excess given Total Runoff Depth

Go

Created Duration of Rainfall from Rainfall Hyetograph

Go

Created Phi Index for Practical Use

Go

Created Phi Index given Total Runoff Depth

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Created Precipitation given Total Runoff Depth for Practical Use

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Created Pulses of Time Interval from Rainfall Hyetograph

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Created Rainfall Intensity for Phi Index of Practical Use

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Created Runoff for Phi Index for Practical Use

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Created Runoff to Determine Phi Index for Practical Use

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Created Time Interval of Rainfall Hyetograph

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Created Total Direct Runoff Depth

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List of Calculators by Mithila Muthamma PA