Calculators Created by Mithila Muthamma PA

Created Group Velocity

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Created Group Velocity when Wave Power per unit Crest Width is Given

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Created Radian Frequency when Wave Propagation is Given

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Created Surface Elevation

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Created Total Energy per unit of Area when Wave Power per unit Crest Width is Given

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Created Wave Power per unit Crest Width

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Created Wave Speed

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Created Wave Speed when Group Velocity is Given

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Created Wavenumber when Wave Speed is Given

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Created Distance to Accelerate and Stop when Full Strength Pavement Distance is Given

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Created Field Length (Total Amount of Runway needed)

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Created Full Strength Pavement Distance

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Created Full Strength Pavement Distance when Field Length is Given

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Created Stopway Distance when Field Length is Given

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Created Stopway Distance when Full Strength Pavement Distance is Given

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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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Created Monthly Mean of Maximum Daily Temperature for the Hottest Month of the Year

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Created Wheelbase when Turning Radius is Given

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Created Constant of Proportionality for greater Air Trip Distances

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Created Constant of Proportionality when Travel by Air Passengers between Cities i and j is Given

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Created Constant of Proportionality when Travel by Air Passengers between Cities is Given

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Created Cost of Travel between i and j when Travel by Air Passengers between Cities is Given

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Created Distance between i and j when Travel by Air Passengers between Cities i and j is Given

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Created Population of the Destination City when Travel by Air Passengers between Cities i and j is Given

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Created Population of the Origin City when Travel by Air Passengers between Cities i and j is Given

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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 when Travel by Air Passengers between Cities is Given

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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 when Travel by Air Passengers between Cities is Given

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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 in terms of Travel Cost

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Created True Mach Number

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Created Aerodrome Reference Temperature when Corrected Take off Length is Given

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Created Aircraft Gross Wing Area when Drag Force to the Vehicle Body is Given

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Created Aircraft Gross Wing Area when Lifting Force provided by the Wing-body of the Vehicle is Given

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Created Desired Take off Weight

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Created Drag Coefficient Wing Area when Drag Force to the Vehicle Body is Given

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Created Drag Force to the Vehicle Body

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Created Friction Force due to Rolling Resistance

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Created Fuel Weight to be Carried when Desired Take off Weight is Given

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Created Lift Coefficient when Lifting Force provided by the Wing-body of the Vehicle is Given

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Created Lifting Force provided by the Wing-body of the Vehicle

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Created Lifting Force when Friction Force due to Rolling Resistance is Given

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Created Operating Empty Weight when Desired Take off Weight is Given

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Created Payload Carried when Desired Take off Weight is Given

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Created Rolling Friction Coefficient when Friction Force due to Rolling Resistance is Given

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Created Runway Elevation when Runway Take off Length Corrected for Elevation is Given

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

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Created Runway Take off Length Corrected for Elevation

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Created Runway Take off Length Corrected for Elevation and Temperature

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

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Created Speed of Sound in terms of True Match Number

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Created Takeoff Distance when demonstrated Distance to Clear an 11m (35 ft.) obstacle is Given

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Created True Aircraft Speed in terms of Match Number

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Created True Match Number when True Aircraft Speed

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Created Vehicle Speed when Drag Force to the Vehicle Body is Given

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Created Vehicle Speed when Lifting Force provided by the Wing-body of the Vehicle is Given

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Created Moment Resistance of Concrete when Compressive Stress is Given

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Created Moment Resistance of Concrete when Kc is Given

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Created Moment Resistance of Steel when Ks is Given

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Created Moment Resistance of Steel when Steel Ratio is Given

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Created Moment Resistance of Steel when Stress and Area are Given

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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 When Storage Coefficient is Given from Theis Equation

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Created Depth at which Reservoir is Completely filled up

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Created Difference in the Elevations of FRL and Original Bed of the Reservoir

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Created Incremental Sediment Volume

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Created Original Reservoir Area at the 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 the Reservoir

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Verified Amount of Hydropower (P)

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Verified Effective Head when Amount of Hydropower is given

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Verified Effective Head when Energy through Hydraulic Turbines is given

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Verified Efficiency of the Hydropower Station when Amount of Hydropower is given

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Verified Efficiency of the Hydropower Station when Energy through Hydraulic Turbines is given

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Verified Energy through Hydraulic Turbines

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Verified Head (H) when Amount of Hydropower is given

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Verified Head (H) when Energy through Hydraulic Turbines is given

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Verified Head Loss when Amount of Hydropower is given

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Verified Head Loss when Energy through Hydraulic Turbines is given

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Verified Period of Flow when Energy through Hydraulic Turbines is given

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Verified Rate of Flow of Water when Amount of Hydropower is given

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Verified Rate of Flow of Water when Energy through Hydraulic Turbines is given

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Created Actual Discharge from Backwater Effect on a Rating Curve-Normalized Curve

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Created Normalized Discharge of Backwater Effect on a Rating Curve-Normalized Curve

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Created Normalized Value of the Fall when Discharge is Given

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Created The Actual Fall at a Stage when Actual Discharge is Given

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Created Annual Precipitation in the i-2'th year when Antecedent Precipitation is Given

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Created Annual Precipitation in the i'th year when Antecedent Precipitation is Given

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Created Barlow's formula for Runoff

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Created Flat Partly Cultivated Stiff Soils with Average or Varying Rainfall

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Created Flat Partly Cultivated Stiff Soils with Continuous Downpour

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Created Flat Partly Cultivated Stiff Soils with with Light rain

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Created Precipitation when Runoff is Given from Exponential Relationship

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Created Runoff in Average Catchment with Average or Varying Rainfall

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Created Runoff in Average Catchment with Continuous Downpour

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Created Runoff in Average Catchment with Light Rain

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Created Runoff in Flat Cultivated and Absorbent Soils with Average or Varying Rainfall

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Created Runoff in Flat Cultivated and Absorbent Soils with Continuous Downpour

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Created Runoff in Flat Cultivated and Absorbent Soils with Light Rain

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Created Runoff in Hills and Plains with little Cultivation and Average or Varying Rainfall

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Created Runoff in Hills and Plains with little Cultivation and Continuous Downpour

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Created Runoff in Hills and Plains with little Cultivation and Light Rainfall

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

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Created Drainage Area when Time Interval from the Peak in Straight-Line Method

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Created Time Interval from the Peak in Straight-Line Method

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Verified Absolute Pressure (P)

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Verified Absolute Temperature when Absolute Pressure (P) is given

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Verified Adiabatic Index

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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 when Mass Density is given

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Verified Boyle's Law when Weight Density in Adiabatic Process is given

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Verified Constant (K) when External Work Done in Adiabatic Process Introducing Pressure is given

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Verified Continuity Equation for Compressible Fluids

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Verified External Work Done by the Gas in Adiabatic Process

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

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Verified External Work Done by the Gas when Total Heat (H) Supplied to a Gas is given

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Verified Gas Constant when Absolute Pressure (P) is given

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Verified Increase in the Internal Energy when Total Heat (H) Supplied to a Gas is given

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Verified Kinetic Energy (Ek) when Total Energy (Et) in a Compressible Fluids is given

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Verified Mass Density when Absolute Pressure(P) is given

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Verified Molecular Energy(Em) when Total Energy(Et) in a Compressible Fluids is given

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Verified Potential Energy(Ee) when Total Energy(Et) in a Compressible Fluids is given

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Verified Pressure (P1) when External Work Done by the Gas in Adiabatic Process Introducing Pressure is given

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Verified Pressure Energy(Ep) when Total Energy(Et) in a Compressible Fluids is given

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Verified Pressure when Constant is given

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Verified Pressure(P2) when External Work Done by the Gas in Adiabatic Process Introducing Pressure is given

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Verified Specific Volume(V1) when External Work Done in Adiabatic Process Introducing Pressure is given

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Verified Total Heat (H) Supplied to a Gas

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Verified Total Heat (H) Supplied to a Gas in a Isothermal Process

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1 More Basic Relationship Of Thermodynamics Calculators

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Created Basin Lag for Foot-Hill Drainage Area

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Created Basin Lag for Mountainous Drainage Areas

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Created Basin Lag for Valley Drainage Areas

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Verified Beam Depth when Extreme Fiber Stress for a Rectangular Timber Beam is Given

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Verified Beam Depth when Horizontal Shearing Stress is Given

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11 More Beams Calculators

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Verified Dead Load Moment when Stress in Steel for Unshored Members is Given

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Verified Stress in Steel for Shored Members

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7 More Bending Stresses Calculators

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Created Assumed Brake application speed when Distance for Deceleration in a normal Braking mode is Given

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Created Deceleration rate when Distance for Deceleration in a normal Braking mode (S3) is Given

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Created Deceleration rate when Distance for Deceleration in a normal Braking mode is Given

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Created Distance required for Deceleration in a normal Braking mode to a Nominal Takeoff Speed

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Created Distance required for Deceleration in a normal Braking mode to a Nominal Takeoff Speed (S3)

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

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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 when Distance for Deceleration in a normal Braking mode is Given

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Created Nominal Turn-off Speed when Distance required for Deceleration in a normal Braking mode is Given

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Created Threshold Speed when Distance required for Transition from Maingear Touchdown is given

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Created Threshold Speed when when Distance for Deceleration in a normal Braking mode is Given

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Created Vehicle Speed when Distance required for Transition from Maingear Touchdown is Given

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Verified Dynamic Viscosity when Discharge of pipe over length is Given

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Verified Specific Weight of Liquid when Dynamic Viscosities is Given

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17 More Capillary Tube Viscometer Calculators

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Verified Catenary Length measured from the Low Point of the Simple Cable with a UDL

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Verified Tension at any Point when Catenary Length of the Simple Cable with a UDL is Given

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3 More Catenary Calculators

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Verified Span of Cable when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

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Verified Total Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

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4 More Catenary Cable Sag and Distance between Supports Calculators

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Verified Wetted Area when Discharge through Channels is Given

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19 More Circular section Calculators

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Created Discharge at Infliction when Constant K is Given

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Created Equation for Constant K

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

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Created Inflow Rate between Inter-Isochrone Area

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Created Inter-Isochrone Area when Inflow is Given

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

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

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Created Time Interval at Inter-Isochrone Area when Inflow is Given

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Verified Shear Stress on Cylinder when Torque exerted on Inner Cylinder is Given

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Verified Total Torque

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20 More Coaxial Cylinder Viscometers Calculators

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Created Aquifer Thickness when Transmissivity of the Aquifer is Given

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Created Coefficient of Permeability at the Temperature of the Permeameter Experiment

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Created Coefficient of Permeability from analogy of Laminar Flow through a Conduit (Hagen–Poiseuille)

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Created Coefficient of Permeability when Specific or Intrinsic Permeability is Given

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Created Coefficient of Permeability when Standard Value of the Coefficient of Permeability is Given

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Created Coefficient of Permeability when Transmissibility is Given

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Created Cross-Sectional Area when Coefficient of Permeability at Permeameter Experiment is Given

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Created Discharge when Coefficient of Permeability at Permeameter Experiment is Given

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Created Dynamic Viscosity of the Fluid of Laminar Flow through a Conduit (Hagen–Poiseuille flow)

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Created Dynamic Viscosity when Specific or Intrinsic Permeability is Given

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Created Equation for Specific or Intrinsic Permeability

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Created Equivalent Permeability when Transmissivity of the Aquifer is Given

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Created Kinematic Viscosity

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Created Kinematic Viscosity at 20° Celsius when Standard Value of Coefficient of Permeability is Given

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Created Kinematic Viscosity at t° Celsius when Standard Value of Coefficient of Permeability is Given

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Created Length when Coefficient of Permeability at Permeameter Experiment is Given

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Created Mean Particle Size of the Porous Medium of Laminar Flow through a Conduit (Hagen–Poiseuille flow)

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Created Specific or Intrinsic Permeability when Coefficient of Permeability is Given

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Created Specific or Intrinsic Permeability when Dynamic Viscosity is Given

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Created Specific or Intrinsic Permeability when Kinematic Viscosity is Given

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Created Standard Value of the Coefficient of Permeability

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Created Transmissibility when Coefficient of Permeability is Given

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Created Transmissivity of the Aquifer when Equivalent Permeability is Given

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Created Unit Dimension of the Aquifer when Transmissivity is Given

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Created Unit Weight of the Fluid

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Created Slenderness Ratio for Beams

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Verified Magnetic Declination to West

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11 More Compass Surveying Calculators

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Created Barometric Efficiency in terms of Compressibility Parameters

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Created Coefficient of Storage for an Unconfined Aquifer

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Created Discharge per Unit Width of Aquifer

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Created Saturated Thickness of the Aquifer when Coefficient of Storage for an Unconfined Aquifer is Given

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Verified Bed Slope when Discharge through Manning's Formula is Given

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Verified Roughness Coefficient when Conveyance of Section through Manning's Formula is Given

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17 More Computation of Uniform Flow Calculators

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Created Equation for Confidence Interval of the Variate

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Created Equation for Confidence Interval of the Variate

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Created Equation for Confidence Interval of the Variate bounded by x2

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Created Equation for Confidence Interval of the Variate bounded by X2

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Created Equation for the Variate 'b' with respect to Frequency Factor

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Created Probable Error

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Created Sample Size when Probable Error is Given

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Created Variate 'b' when Probable Error is Given

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Created Aquifer Thickness when Discharge is Known

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Created Area of Well when Specific Capacity per unit Well Area of the Aquifer is Given

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Created Coefficient of Permeability when Discharge is known

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Created Discharge Per Unit Width of the Aquifer

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Created Equation for Head in Confined Groundwater Flow

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Created Length when Discharge per Unit Width of Aquifer is Known

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Created Proportionality Constant when Specific Capacity per unit Well Area of the Aquifer is Given

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Verified Injury Frequency Rate

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Verified Injury Frequency Rate when Injury Index is Known

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Verified Injury Index

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Verified Injury Severity Rate

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Verified Number of Days Lost when Severity Rate is Given

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Verified Number of Disabling Injuries when Frequency Rate is Known

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Verified Number of Man-Hour worked when Frequency Rate is Known

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Verified Severity Rate when Injury Index is Known

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Created Clearway Distance for a Continued Takeoff

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Created Clearway Distance when Field Length under Continued Takeoff is Given

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Created Clearway Distance when Takeoff Run is Given

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Created Distance of the 35 ft. Obstacle when Takeoff Run is Given

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Created Distance to Clear 35 ft. Obstacle when Clearway Distance for a Continued Takeoff is Given

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Created Field Length (Total Amount of Runway Needed) under Continued Takeoff

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Created Full Strength Pavement Distance when Field Length is Given

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Created Liftoff Distance when Clearway Distance for a Continued Takeoff is Given

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Created Takeoff Run for Continued Takeoff

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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 's' of total U.S. Market

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Created Total Scheduled Domestic Passenger Enplanement

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Verified Discharge when Critical Depth for Triangular Channel is Given

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15 More Critical Flow And Its Computation Calculators

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Verified Free Float

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Verified Independent Float

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Verified Interfering Float

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Verified Total Float

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Verified Head on Entrance measured from Bottom of Culvert

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13 More Culverts on Subcritical Slopes Calculators

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Verified Discharge when Total Required Power is Given

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Verified Length of Pipe when Total Required Power is Given

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Verified Length of Pipe when Total Required Power with Discharge is Given

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Verified Pressure Gradient when Total Required Power with Discharge is Given

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Verified Total Required Power when Discharge is Given

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28 More Darcy – Weisbach Equation Calculators

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Verified Pressure Drop over the Piston

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35 More Dash - Pot Mechanism Calculators

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Created Average Unit Weight of Deposit

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Created Equation for Unit Weight of Deposit

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Created Equation for Weighted Value of Sand, Silt and Clay

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Created Initial Unit Weight when Average Unit Weight of Deposit is Given

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Created Percentage of Clay when Unit Weight of Deposit is Given

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Created Percentage of Sand when Unit Weight of Deposit is Given

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Created Percentage of Silt when Unit Weight of Deposit is Given

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Created Weighted Value when Average Unit Weight of Deposit is Given

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Verified Percent Polymer Concentration when Polymer Feed Rate as Volumetric Flow Rate is Given

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32 More Design of a Solid Bowl Centrifuge for Sludge Dewatering Calculators

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Created Aircraft Datum Length when Length of each Wedge-shaped End of Fillet is Given

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Created Distance along the Straight Taxiway Center line when Length of each End of Fillet is Given

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Created Length of Each Wedge-Shaped End of the Fillet

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Created Maximum Deviation permissible without Filleting

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Created Maximum Value of the Deviation of the Main Undercarriage when Radius of the Fillet is Given

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Created Minimum Safety Margin when Maximum Deviation permissible without Filleting is Given

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Created Minimum Safety Margin when Radius of the Fillet is Given

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Created Radius of Taxiway Centerline when Radius of the Fillet is Given

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Created Radius of the Fillet

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Created Taxiway Width when Maximum Deviation permissible without Filleting is Given

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Created Track of Main Undercarriage when Maximum Deviation permissible without Filleting is Given

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Created Track of Main Undercarriage when Radius of the Fillet is Given

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Verified Dynamic Viscosity when Power Requirement for Flocculation is Given

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Verified Mean Velocity Gradient when Power Requirement for Flocculation is Given

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Verified Power Requirement for Flocculation in Direct Filtration Process

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Verified Volume of Flocculation Basin when Power Requirement for Flocculation is Given

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15 More Design of Rapid Mix Basin and Flocculation Basin Calculators

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Created Adjustment Related to the Latitude of the Place when Potential Evapotranspiration is Given

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Created consumptive use of water for large areas

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Created Equation for a Constant Depending upon the Latitude in Net Radiation of Evaporable Water Equation

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Created Equation for Blaney-Criddle

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Created Equation for Net Radiation of Evaporable Water

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Created Equation for Parameter Including Wind Velocity and Saturation Deficit

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Created Mean Monthly Air Temperature when Potential Evapotranspiration is Given in Thornthwaite Equation

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Created Net Radiation of Evaporable water when Daily Potential Evapotranspiration is Given

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Created Parameter Including Wind Velocity and Saturation Deficit

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Created Penman's Equation

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Created Thornthwaite Formula

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Created Applied Shear at Section when Development Length for Simple Support is Given

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Created Computed Flexural Strength when Development Length for Simple Support is Given

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Created Development Length for Simple Support

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Created Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given

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Created Annual Runoff Volume

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Created Annual Sediment Yield Rate

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Created Average Depth of the Stream when Length of Reach is Given

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Created Average Width of the Stream when Mixing Length is Given

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Created Discharge in the Stream by Constant Rate Injection Method

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Created Length of Reach

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Created Drawdown across One Log Cycle from Distance-Drawdown Graphs when Transmissivity is Given

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Created Drawdown across One Log Cycle when Transmissivity is Given for Inconsistent Units

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Created Pumping Rate from Distance-Drawdown Graphs when Transmissivity is Given

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Created Pumping Rate when Transmissivity is Given for Inconsistent Units from Distance-Drawdown Graphs

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Created Storage Coefficient for Inconsistent Units from Distance-Drawdown Graphs

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Created Storage Coefficient from Distance-Drawdown Graphs

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Created Time at which the Drawdowns were Measured when Storage Coefficient is Given

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Created Transmissivity for Inconsistent Units from Distance-Drawdown Graphs

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Created Transmissivity from Distance-Drawdown Graphs

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Created Transmissivity when Storage Coefficient from Distance-Drawdown Graphs is Given

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Created Actual Evapotranspiration when Aridity Index is Given

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Created Aridity Index

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Verified Original Volume of Soil when Compacted Volume of Soil is Given

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8 More Earth Quantities Hauled Calculators

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Verified Fixed Cost

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Verified Total Cost

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Verified Total Variable Cost

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6 More Economics of Project Management Calculators

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Verified Differential Pressure Head of Elbow Meter when Discharge is Given

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3 More Elbow Meter Calculators

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Created Annual Precipitation in the i-1'th year when Antecedent Precipitation is Given

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Created Measurement for Discharge

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Verified Elastic Local Buckling Stress

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Verified Flat Width Ratio of Stiffened Element when Elastic Local Buckling Stress is Given

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Verified Flat Width Ratio of Stiffened Element when Moment of Inertia is Established

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Verified Minimum Allowable Moment of Inertia

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10 More Element Strength Calculators

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Created Difference in Elevations and Original bed of Reservoir when New Total Depth of Reservoir is Given

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Created Difference in the Elevations of FRL and Original bed of Reservoir

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Created Difference in the Elevations of FRL and Original bed of Reservoir when new Relative Depth is Given

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Created Height above the Reservoir Bed when Relative Depth is Given

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Created Height up to which Sediment completely fills up when new Relative Depth is Given

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Created New Total Depth of the Reservoir

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Created Relative Area for Reservoir Type I (Lake)

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Created Relative Area for Reservoir Type II (Flood Plain, Foot-Hill Region)

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Created Relative Area for Reservoir Type III (Hilly Region)

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Created Relative Area for Reservoir Type IV (Gorge)

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Created Relative Area when Soil Erodibility Factor is Known

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Created Relative Depth at the New Zero Elevation

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Created Sediment Area at any Height above the Datum

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Created Soil Erodibility Factor

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

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

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Created Volume of Sediment Deposition when Incremental Area is Given

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Created Volume of Sediment to be Distributed

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Created Bowen’s Ratio

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Created Energy Balance to the Evaporating Surface in a 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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Created Baird and Mcillwraith Formula for maximum flood discharge

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Created Catchment Area when maximum Flood Discharge is known in Dickens Formula

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Created Catchment Area when maximum Flood Discharge is known in Ryve’s formula

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Created Dicken's Formula

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Created Drainage Area when Peak Discharge given in Field Application

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Created Fuller's formula for Maximum Flood Discharge

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Created Inglis Formula for areas between 160 to 1000 km^2

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Created Inglis Formula for Larger Areas

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Created Inglis Formula for Small Areas

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Created Jarvis formula for Peak Discharge

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Created Kirpich Equation

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Created Mean Annual Flood proposed by Natural Environment Research Council

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Created Peak Discharge equation based on field application

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Created Peak Value of the Runoff

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Created Rational Method of Peak Discharge

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Created Ryves Formula

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Verified Pressure Head for a Steady Non Viscous Flow

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9 More Euler's Equation of Motion Calculators

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Created Actual Evapotranspiration

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Created Change in Moisture Storage

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Created Precipitation when Change in Moisture Storage is Given

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Created Runoff when Change in Moisture Storage is Given

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Created Subsurface Outflow when Change in Moisture Storage is Given

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Created Clear Span in Direction Moments when Total Static Design Moment is Given

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Created Strip Width when Total Static Design Moment is Given

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Created Total Static Design Moment in a Strip

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Created Uniform Design Load per Unit of Slab Area when Total Static Design Moment is Given

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2 More Flat Plate Construction Calculators

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Verified Cross Sectional Area of Jet when Dynamic Thrust (Fx) Parallel to the Direction of Jet is given

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Verified Cross Sectional Area of Jet when Dynamic Thrust (Fy) Normal to the Direction of Jet is given

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Verified Cross Sectional Area of Jet when Thrust Exerted in the Direction of Normal to the Plate is given

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Verified Discharge Flowing in the Direction Parallel to the Plate

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Verified Discharge Flowing by Jet

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Verified Discharge Flowing in the Direction Normal to the Plate (Q1)

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Verified Dynamic Thrust (Fx) Parallel to the Direction of Jet

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Verified Dynamic Thrust (Fy) Normal to the Direction of Jet

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Verified Specific Gravity when Dynamic Thrust (Fx) Parallel to the Direction of Jet is given

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Verified Specific Gravity when Dynamic Thrust Exerted in the Direction of Normal to the Plate is given

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Verified Specific Gravity when Thrust Exerted in the Direction of Normal to the Plate is given

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Verified Specific Weight when Dynamic Thrust (Fx) Parallel to the Direction of Jet

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Verified Specific Weight when Dynamic Thrust (Fy) Normal to the Direction of Jet is given

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Verified Specific Weight when Thrust Exerted in the Direction of Normal to the Plate is given

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Verified Thrust Exerted in the Direction of Normal to the Plate

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Verified Velocity of fluid when Thrust Exerted in the Direction of Normal to the Plate is given

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Verified Velocity of fluid when Dynamic Thrust (Fx) Parallel to the Direction of Jet is given

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Verified Velocity of fluid when Dynamic Thrust (Fy) Normal to the Direction of Jet is given

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Verified Absolute Velocity(V) when Dynamic Thrust Exerted by the Jet on the Plate is given

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

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Verified Dynamic Thrust Exerted by the Jet on the Plate

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Verified Specific Gravity when Dynamic Thrust Exerted by the Jet on the Plate is given

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Verified Specific Weight when Dynamic Thrust Exerted by the Jet on the Plate is given

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Verified Velocity of Jet(u) when Dynamic Thrust Exerted by the Jet on the Plate is given

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

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Verified Area of Cross Section of Jet when Force Exerted by the Stationary Plate on the Jet is given

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Verified Force Exerted by the Stationary Plate on the Jet

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Verified Specific Gravity when Force Exerted by the Stationary Plate on the Jet is given

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Verified Specific Weight when Force Exerted by the Stationary Plate on the Jet is given

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Verified Velocity when Force Exerted by the Stationary Plate on the Jet is given

Go

5 More Flat Plate Normal to the Jet Calculators

Go

Verified Absolute Velocity(V) when Dynamic Thrust Exerted by the Jet on the Plate is given

Go

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

Go

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

Go

Verified Dynamic Thrust Exerted by the Jet on the Plate

Go

Verified Specific Gravity when Dynamic Thrust Exerted by the Jet on the Plate is given

Go

Verified Specific Gravity when Work Done by the Jet on the Plate per Second is given

Go

Verified Specific weight when Dynamic Thrust Exerted by the Jet on the Plate is given

Go

Verified Specific Weight when Work Done by the Jet on the Plate per Second is given

Go

Verified Velocity of Jet(u) when Dynamic Thrust Exerted by the Jet on the Plate is given

Go

Verified Work Done by the Jet on the Plate per Second

Go

7 More Flat Plate Normal to the Jet Calculators

Go

Created Maximum Slab Thickness

Go

Created General Equation of Hydrologic Frequency Analysis

Go

Created Mean of the Variate

Go

Created Average Inflow denoting the beginning and end of Time Interval

Go

Created Average Inflow when Change in Storage is Given

Go

Created Average Outflow denoting the beginning and end of Time Interval

Go

Created Average Outflow in Time when Change in Storage is Given

Go

Created Change in Storage

Go

Created Change in Storage denoting the beginning and end of Time Interval

Go

Created Change in Storage denoting the beginning and end of Time Interval with respect to Inflow and Outflow

Go

Created Inflow at the Beginning of Time Interval when Average Inflow is Given

Go

Created Inflow at the End of Time Interval when Average Inflow is Given

Go

Created Inflow Rate when Rate of Change of Storage is Given

Go

Created Outflow at the Beginning of Time Interval when Average Inflow is Given

Go

Created Outflow at the End of Time Interval when Average Inflow is Given

Go

Created Outflow Rate when Rate of Change of Storage is Given

Go

Created Rate of Change of Storage

Go

Created Storage at the beginning of Time Interval

Go

Created Storage at the end of Time Interval

Go

Created Storage at the End of Time Interval

Go

Created Storage at the the Beginning of Time Interval

Go

Verified Bazins Formula for Discharge if the Velocity is Considered

Go

Verified Bazins Formula for Discharge if the Velocity is not Considered

Go

Verified Coefficient (m) for Bazins Formula

Go

Verified Coefficient (m1) for Bazins Formula if velocity is considered

Go

Verified Coefficient (M1) when Bazins Formula for Discharge if the Velocity is Considered is given

Go

Verified Coefficient of Discharge (Cd) when Discharge (Q) Passing Over the Weir is given

Go

Verified Depth of Flow of Water in the Channel (H+Z) when Velocity Approach (Va) is given

Go

Verified Discharge (Q) Passing Over the Weir

Go

Verified Discharge (Q) when the End Contractions is Suppressed and Velocity is Considered

Go

Verified Discharge (Q) when the End Contractions is Suppressed and Velocity is not Considered

Go

Verified Discharge (Q) when Velocity Approach (Va) is given

Go

Verified Francis Formula for the Discharge (Q) for Rectangular Notch if the Velocity is Considered

Go

Verified Francis Formula for the Discharge (Q) for rectangular notch if the Velocity not Considered

Go

Verified Head (H) Over the Crest when Discharge (Q) Passing Over the Weir is given

Go

Verified Head (H) when Bazins Formula for Discharge if the Velocity is not Considered is given

Go

Verified Head (H) when Coefficient for Bazins Formula is given

Go

Verified Head (H1) when Bazins Formula for Discharge if the Velocity is Considered is given

Go

Verified Head (H1) when Coefficient (m1) for Bazins Formula if velocity is considered

Go

Verified Length of the Crest when Discharge (Q) Passing Over the Weir is given

Go

Verified Length of the Crest when Discharge (Q), Contractions is Suppressed, Velocity is Considered is given

Go

Verified Length of the Crest when Discharge, Contractions is Suppressed, Velocity is not Considered is given

Go

Verified Length of the Crest when Francis Formula Discharge (Q) if the Velocity is Considered is given

Go

Verified Length of the Crest when Francis Formula Discharge (Q) if the Velocity not Considered is given

Go

Verified Length when Bazins Formula for Discharge if the Velocity is Considered is given

Go

Verified Length when Bazins Formula for Discharge if the Velocity is not Considered is given

Go

Verified Velocity Approach (Va)

Go

Verified Width of the Channel (B) when Velocity Approach (Va) is given

Go

21 More Flow Over a Rectangular Sharp-Crested Weir or Notch Calculators

Go

Created Number of Data Points when Percentage Probability of the Flow Magnitude is Given

Go

Created Order Number of the Discharge when Percentage Probability of the Flow Magnitude is Given

Go

Created Percentage Probability of the Flow Magnitude

Go

Created Discharge at the Structure

Go

Created Free Flow Discharge under the Head when Submerged Flow over a Weir is Given

Go

Created Head Over the Weir when Discharge is Given

Go

Created Submerged Flow over a Weir estimated by Villemonte Formula

Go

Created Angular Speed of Earth when Coriolis Frequency is Given

Go

Created Coriolis Frequency

Go

Created Coriolis Frequency when Horizontal Component of Coriolis Acceleration is Given

Go

Created Drag Coefficient

Go

Created Drag Coefficient when Wind Stress is Given

Go

Created Horizontal Component of Coriolis Acceleration when Coriolis Frequency is Given

Go

Created Horizontal Speed Across Earth’s Surface when Coriolis Frequency is Given

Go

Created Horizontal Speed Across Earth’s Surface when Horizontal Component of Coriolis Acceleration is Given

Go

Created Latitude when Coriolis Frequency is Given

Go

Created Latitude when Magnitude of the Horizontal Component of Coriolis Acceleration is Given

Go

Created Magnitude of the Horizontal Component of Coriolis Acceleration

Go

Created Wind Speed at a Height 10 m when Drag Coefficient is Given

Go

Created Wind Speed at a Height 10 m when Wind Stress is Given

Go

Created Wind Stress

Go

Verified Allowable Compressive Stress in a Rectangular Section

Go

4 More Forest Products Laboratory Recommendations Calculators

Go

Verified Grade Resistance Factor when Grade Resistance for Motion on a Slope is Given

Go

Verified Rolling Resistance Factor when Rolling Resistance is Given

Go

Verified Tire Penetration when Rolling Resistance is Given

Go

12 More Formulas for Earthmoving Calculators

Go

Created Air Trips between i and j

Go

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

Go

Created Country Pair Relation Index when Air Traffic between Stations i and j is Given

Go

Created Distance between Cities i and j when Volume of Air Passenger Traffic between the Cities is Given

Go

Created Factor to adjust for Quantum Effects when Air Trips between i and j is Given

Go

Created Income for Leisure when Air Trips for the Stated Purpose under Leisure Category is Given

Go

Created Mode-Specific Econometric Model for Air Traffic between Stations i and j

Go

Created Population at i when Air Trips between i and j is Given

Go

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

Go

Created Population of City i when Volume of Air Passenger Traffic between City i and City j

Go

Created Population of City j when Volume of Air Passenger Traffic between City i and City j

Go

Created Respective portions of the City j Populations with respect to Income

Go

Created Respective portions of the Population at City i with respect to Income

Go

Created Time in Years when Air Trips between i and j is Given

Go

Created Volume of Air Passenger Traffic between City i and City j

Go

Created Inflow at the Beginning of Time Interval

Go

Created Inflow at the End of Time Interval

Go

Created Outflow at the Beginning of Time Interval

Go

Created Outflow at the End of Time Interval

Go

Created Water Surface Elevation at (i+1)th step in Standard Fourth-Order Runge-Kutta Method

Go

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

Go

Created Apparent Velocity of Seepage

Go

Created Apparent Velocity of Seepage when Discharge and Cross-Sectional Area is Given

Go

Created Apparent Velocity of Seepage when Reynolds Number of Value Unity is Given

Go

Created Apparent Velocity when Bulk Pore Velocity is Given

Go

Created Bulk Pore Velocity

Go

Created Coefficient of Permeability when Apparent Velocity of Seepage is Given

Go

Created Darcy's Law

Go

Created Elevation Head When Total Head is Given

Go

Created Hydraulic Gradient when Apparent Velocity of Seepage is Given

Go

Created Kinematic Viscosity of Water when Reynolds Number of Value Unity is Given

Go

Created Porosity

Go

Created Porosity when Bulk Pore Velocity is Given

Go

Created Porosity when Specific Yield and Specific Retention Given

Go

Created Pressure Head When Total Head is Given

Go

Created Representative Particle Size when Reynolds Number of Value Unity is Given

Go

Created Reynolds Number of Value Unity

Go

Created Specific Retention

Go

Created Specific Yield

Go

Created Total Head

Go

Created Total Volume of Soil or Rock Sample when Porosity is Given

Go

Created Total Volume of Soil or Rock Sample When Specific Retention is Given

Go

Created Total Volume of Soil or Rock Sample When Specific Yield is Given

Go

Created Volume of Solids in the Sample When Porosity is Given

Go

Created Volume of Water Retained in Total Volume Soil or Rock Sample when Specific Retention is Given

Go

Created Volume of Water that Drains from Total Volume Soil or Rock Sample when Specific Yield is Given

Go

Created Base flow when Possible Recharge is Given

Go

Created Catchment Area when Recharge is Given

Go

Created Equation for Base Flow into the Stream from the Area

Go

Created Equation for Catchment Area when Specific Yield is Given

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 the Area across the Boundary

Go

Created Equation for Recharge from Irrigation in a Area

Go

Created Equation for Recharge from Rainfall

Go

Created Equation for Recharge from Tanks and Ponds

Go

Created Equation for Recharge from the Stream into the Ground water Body

Go

Created Equation for Recharge from Water Conservation Structures

Go

Created Equation for Recharge when Specific Yield is Given

Go

Created Equation for Specific Yield

Go

Created Equation for Water Level Fluctuation

Go

Created Gross Water Draft when Recharge is Given

Go

Created Net Ground Water Flow when Possible Recharge is Given

Go

Created Possible Recharge when Gross Recharge due to Rainfall is Given

Go

Created Possible Recharge when other Recharge factors are established

Go

Created Rainfall Intensity when Kinetic Energy of the Storm is Known

Go

Created Recharge from the Stream into the Ground water Body when Possible Recharge is Given

Go

Created Specific Yield when Recharge is Given

Go

Created Water Level Fluctuation when Possible Recharge is Given

Go

Created The Rate of Movement Through an Aquifer and a Confining Bed

Go

Created Velocity Equation of Hydraulics

Go

Created Frequency Factor as applicable to an Infinite Sample Size

Go

Created Frequency Factor in Gumbel's Equation for Practical Use

Go

Created Frequency Factor when Variate 'x' with respect to Return Period is Given

Go

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

Go

Created Mean Variate when Variate 'x' with Recurrence Interval for Practical Use is Given

Go

Created Reduced Mean when Frequency Factor is Given

Go

Created Reduced Standard Deviation when Variate is Given

Go

Created Reduced Variate when Frequency Factor is Given

Go

Created Reduced Variate with respect to Return Period

Go

Created Reduced Variate with respect to Return Period when Frequency Factor is Given

Go

Created Reduced Variate 'Y' for a Given Return Period

Go

Created Reduced Variate 'Y' in Gumbel's Method

Go

Verified Diameter of Pipe when Head Loss over the Length of Pipe with Discharge is Given

Go

Verified Diameter of Pipe when Pressure Drop over the Length of Pipe is Given

Go

Verified Mean Velocity of Flow when Pressure Drop over the Length of Pipe is Given

Go

Verified Pressure Drop over the Length of Pipe

Go

Verified Specific Weight of Liquid when Head Loss over the Length of Pipe with Discharge is Given

Go

16 More Hagen–Poiseuille Equation Calculators

Go

Created Form Number

Go

Created Lunar-Solar Constituent when Form Number is Given

Go

Created Principal Lunar Diurnal Constituent when Form Number is Given

Go

Created Principal Lunar Semi-Diurnal Constituent when Form Number is Given

Go

Created Principal Solar Semi-Diurnal Constituent when Form Number is Given

Go

Created Radian Frequencies for the Prediction of Tides

Go

Created Time Period of the nth Contribution of Tide Prediction when Radian Frequencies is Given

Go

Created 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given

Go

Created Bar Diameter when Development Length for a Hooked Bar is Given

Go

Created Development Length for a Hooked Bar

Go

Verified Multiplier for allowable stress when flange bending stress does not exceed the allowable stress

Go

Verified Conjugate Depth y1 when Froude Number Fr1 is Given

Go

10 More Hydraulic Jump in Rectangular Channel Calculators

Go

Created Discharge at t=0

Go

Created Discharge at t=0 in an alternative form of Exponential Decay

Go

Created Discharge in Alternative form of Exponential Decay

Go

Created Discharge when Recession Constant is Known

Go

Created Discharge when Storage is Given

Go

Created Recession Constant for Base Flow

Go

Created Recession Constant for Interflow

Go

Created Recession Constant for Surface Storage

Go

Created Storage Remaining at any Time

Go

Created The Recession Constant

Go

Created Change in Storage in Muskingum Method of Routing

Go

Created Equation for Linear Storage

Go

Created Muskingum Equation

Go

Created Muskingum Routing Equation

Go

Created Outflow at the Beginning of Time Interval in Muskingum Continuity Equation

Go

Created Outflow when Linear Storage is Given

Go

Created Storage in the Beginning of Time Interval

Go

Created Storage in the Beginning of Time Interval in Continuity equation for the Reach

Go

Created Storage in the End of Time Interval in Continuity equation for the Reach

Go

Created Storage in the End of Time Interval in Muskingum Method of Routing

Go

Created Coefficient of Discharge when Outflow is Given

Go

Created Effective Length of the Spillway Crest when Outflow is Given

Go

Created Head over the Spillway when Outflow is Given

Go

Created Outflow in Spillway

Go

Created Daily Groundwater Inflow

Go

Created Daily Seepage Outflow

Go

Created Daily Surface Inflow into the Lake

Go

Created Daily Surface Outflow from the Lake

Go

Created Daily Transpiration Loss

Go

Created Increase in Lake Storage in a day

Go

Created Equation for Runoff for Deccan Plateau

Go

Created Equation for Runoff for Ghat Regions of Western India

Go

Created Precipitation when Runoff is Given for Ghat Regions of Western India

Go

Created Air Transport Movement Per Aircraft

Go

Created Airline Industry Wages

Go

Created Average Trip Length when Passenger Enplanements is Given

Go

Created Jet Fuel Price when Yield is Given

Go

Created Passenger Enplanements

Go

Created Real Gross National Product

Go

Created Real Yield when Revenue Passenger Miles is Given

Go

Created Regression Model Formulation for Yield

Go

Created Revenue Passenger Miles

Go

Created Revenue Passenger Miles when Passenger Enplanements is Given

Go

Created Duration of Rainfall when Interception Loss is Given

Go

Created Evaporation Rate when Interception Loss is Given

Go

Created Interception Loss

Go

Created Interception Storage when Interception Loss is Given

Go

Created Ratio of Vegetal Surface Area to its Projected Area when Interception Loss is Given

Go

Verified Force exerted on Tank due to Jet

Go

7 More Jet Propulsion of Orifice Tank Calculators

Go

Verified Absolute Velocity of the Issuing Jet when Propelling Force is Given

Go

Verified Head Loss Due to Friction Loss

Go

Verified Propelling Force

Go

Verified Weight of Water when Head Loss Due to Friction is Given

Go

Verified Weight of Water when Propelling Force is Given

Go

17 More Jet Propulsion of Ships Calculators

Go

Verified Cross Sectional Area when Force Exerted on the Plate in the Direction of Flow of Jet is given

Go

Verified Force Exerted on the Plate in the Direction of Flow of Jet

Go

Verified Force Exerted on the Plate in the Direction of Flow of Jet when theta is 0

Go

Verified Force Exerted on the Plate in the Direction of Flow of Jet when theta is 90

Go

Verified Specific Gravity when Force Exerted on the Plate in the Direction of Flow of Jet is given

Go

Verified Specific Weight when Force Exerted on the Plate in the Direction of Flow of Jet is given

Go

Verified Velocity when Force Exerted on the Plate in the Direction of Flow of Jet is given

Go

Verified Area of Cross Section when Force Exerted by the Jet on the Vane in the X-Direction is given

Go

Verified Area of Cross Section when Force Exerted by the Jet on the Vane in the Y-Direction is given

Go

Verified Force Exerted by the Jet on the Vane in the X-Direction

Go

Verified Force Exerted by the Jet on the Vane in the Y-Direction

Go

Verified Specific Gravity when Force Exerted by the Jet on the Vane in the X-Direction is given

Go

Verified Specific Gravity when Force Exerted by the Jet on the Vane in the Y-Direction is given

Go

Verified Specific Weight when Force Exerted by the Jet on the Vane in the X-Direction is given

Go

Verified Specific Weight when Force Exerted by the Jet on the Vane in the Y-Direction is given

Go

Verified Velocity When Force Exerted by the Jet on the Vane in the X-Direction is given

Go

Verified Velocity When Force Exerted by the Jet on the Vane in the Y-Direction is given

Go

Created Annual Sediment Yield Rate

Go

Created Catchment Area when Annual Sediment Yield Rate is Given

Go

Created Catchment Area when Volume of Sediment Yield per Year from a Catchment Area is Given

Go

Created Volume of Sediment Yield per Year from a Catchment Area

Go

Created Annual Sediment Yield Rate

Go

Created Area of the Catchment when Volume of Sediment Yield per year from the Catchment is Given

Go

Created Catchment Area when Annual Sediment Yield Rate is Given

Go

Created Volume of Sediment Yield per year from the Catchment

Go

Created Mean Monthly Temperature of the Catchment when Monthly Losses is Given

Go

Created Monthly Losses when Mean Monthly Temperature of the Catchment is Given

Go

Created Monthly Losses when Monthly Runoff is Given

Go

Created Monthly Precipitation when Monthly Runoff is Given

Go

Created Monthly Runoff

Go

Created Runoff when Precipitation is Given

Go

Created Kinetic Energy due to Particle Motion

Go

Created Wave Height when Kinetic Energy due to Particle Motion is Given

Go

Created Wave Length when Kinetic Energy due to Particle Motion is Given

Go

Created Kirpich Adjustment Factor

Go

Created Maximum Length of Travel of Water

Go

Created Return Period when Rainfall Intensity is Given

Go

Created Slope of the Catchment when Time of Concentration is Given

Go

Created Time of Concentration

Go

Created Time of Concentration

Go

Verified Specific Weight of Sphere when Terminal Fall Velocity is Given

Go

24 More Laminar Flow Around A Sphere–Stokes’ Law Calculators

Go

Verified Discharge when Mean Velocity of Flow is Given

Go

Verified Discharge when viscosity is given

Go

Verified Distance between Plates when Discharge is Given

Go

Verified Distance between Plates when Maximum Velocity between Plates is Given

Go

Verified Distance Between Plates when Mean Velocity of Flow is Given

Go

Verified Distance Between Plates when Mean Velocity of Flow with Pressure Gradient is Given

Go

Verified Distance Between Plates when Velocity Distribution Profile is Given

Go

Verified Dynamic Viscosity when Maximum Velocity between Plates is Given

Go

Verified Dynamic Viscosity when Velocity Distribution Profile is Given

Go

Verified Maximum Shear Stress in fluid

Go

Verified Maximum Velocity between Plates

Go

Verified Mean Velocity of Flow when Pressure Difference is Given

Go

Verified Pressure Gradient when Maximum Velocity between Plates is Given

Go

Verified Pressure Gradient when Velocity Distribution Profile is Given

Go

25 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators

Go

Verified Diameter of Section when Discharge per unit channel width is Given

Go

Verified Diameter of Section when Mean Velocity of flow is Given

Go

Verified Discharge per unit channel width

Go

Verified Dynamic Viscosity when Mean Velocity of flow in section is Given

Go

Verified Slope of Channel when Discharge per unit Channel Width is Given

Go

Verified Slope of Channel when Mean Velocity of flow is Given

Go

Verified Specific Weight of Liquid when Discharge per unit channel width is Given

Go

18 More Laminar Flow of Fluid in an Open Channel Calculators

Go

Created Additional Distance required for Turns when Distance between the Center lines is Given

Go

Created Distance between the Center lines of the Runway and a Parallel Taxiway

Go

Created Equation for Landing Distance

Go

Created Stopping Distance when Landing Distance is Given

Go

Verified Characteristic Length when Seat Load on Rail is Given

Go

Verified Maximum Contact Shear Stress

Go

Verified Maximum Load on Rail Seat

Go

Verified Radius of Wheel when Shear Stress is Given

Go

Verified Section Modulus of Rail when Seat Load is Given

Go

Verified Sleeper Spacing when Seat Load on Rail is Given

Go

Verified Slip of Wheel

Go

Verified Static Wheel Load when Shear Stress is Given

Go

Verified Wheel Load when Seat Load is Given

Go

Verified Allowable Design Strength

Go

Verified Nominal Strength if Allowable Design Strength is Given

Go

Created Dimensionless Wave Speed

Go

Created Equation for Constant A

Go

Created Guo Formula of Linear Dispersion Relation for Mean Depth

Go

Created Guo Formula of Linear Dispersion Relation for Wave Number

Go

Created Radian Frequency of the Wave

Go

Created Radian Frequency of the Waves

Go

Created Radian Frequency of the Waves when Equation for Constant A is Given

Go

Created Relative Wavelength

Go

Created Velocity of Propagation in Linear Dispersion Relation

Go

Created Velocity of Propagation in Linear Dispersion Relation when Wavelength is Given

Go

Created Wave Height when Equation for Constant A is Given

Go

Created Wave Number of Convenient Empirical Explicit Approximation

Go

Created Wave Period when Radian Frequency of the Waves is Given

Go

Created Wavelength when Wave Number is Given

Go

Verified Angle of Inclination of Free Surface

Go

Verified Atmospheric Pressure when Pressure at any point in Liquid is Given

Go

Verified Constant Horizontal Acceleration when Angle of Inclination of Free Surface is Given

Go

Verified Total Force exerted at any Section of the Container

Go

Verified Vertical Depth Below Surface when Gauge Pressure at any point in Liquid is Given

Go

10 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators

Go

Verified Critical Elastic Moment

Go

Verified Critical Elastic Moment for Box Sections and Solid Bars

Go

11 More Load and Resistance Factor Design for Building Beams Calculators

Go

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

Go

Verified Steel yield strength for Compact Section for LFD when Minimum Web Thickness is Given

Go

Verified Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given

Go

Verified Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given

Go

Verified Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given

Go

27 More Load Factor Design for Bridge Beams Calculators

Go

Created Adjusted Coefficient of Skew

Go

Created Coefficient of Skew of Variate Z when Adjusted Coefficient of Skew is Given

Go

Created Equation for Base Series of Z Variates

Go

Created Equation for Z Series for any Recurrence Interval

Go

Created Frequency Factor when Z series for Recurrence Interval is Given

Go

Created Kinematic Viscosity when Specific or Intrinsic Permeability is Given

Go

Created Mean Series of Z Variates when Z series for Recurrence Interval is Given

Go

Created Sample Size when Adjusted Coefficient of Skew is Given

Go

Verified Moment of Inertia

Go

Verified Web Thickness when Moment of Inertia is Given

Go

Created Dalton‘s Law Considering the effect of wind

Go

Created Dalton's Law of Evaporation

Go

Created Formula for Pan coefficient

Go

Created Vapour Pressure of air when Evaporation is given in Dalton's law

Go

Created Vapour Pressure of water at a given temperature when Evaporation given in Dalton's Law

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 Horse Power when Quantity of Oil is Given

Go

Verified Hourly Cost Worker

Go

Verified Hourly Depreciation

Go

Verified Life Span of Machine

Go

Verified Quantity of Lubricating Oil

Go

Created Duration when Extreme Rainfall Depth is Given

Go

Created Duration when Maximum Intensity is Given

Go

Created Extreme Rainfall Depth

Go

Created Maximum Intensity in General Form

Go

Created Pan Evaporation Loss

Go

Created Return Period When Maximum Intensity is Given

Go

Created Weightage to the Stations

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 Equation for Daily Lake Evaporation

Go

Created Meyer‘s formula

Go

Created Rohwer‘s formula

Go

Created Transpiration ratio

Go

Created Water Consumed by Transpiration

Go

Created Capillary Suction when Infiltration Capacity is Given

Go

Created Cumulative Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given

Go

Created Darcy's Hydraulic Conductivity when Infiltration Capacity is Given

Go

Created Darcy's Hydraulic Conductivity when Infiltration Capacity is Given from Green-Ampt Equation

Go

Created Darcy's Hydraulic Conductivity when Infiltration Capacity is Given from Philip's Equation

Go

Created Equation for Infiltration Capacity

Go

Created Green-Ampt Equation

Go

Created Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given

Go

Created Infiltration rate by Horton's equation

Go

Created Kostiakov Equation

Go

Created Philip's Equation

Go

Created Porosity of the Soil when Infiltration Capacity is Given from Green-Ampt Equation

Go

Created Sorptivity when Cumulative Infiltration Capacity is Given from Philip's Equation

Go

Created Sorptivity when Infiltration Capacity is Given

Go

Created Average Stream Velocity when Minimum Weight is Given

Go

Created Average Velocity in Moderately Deep Streams

Go

Created Average Velocity in Rivers having Flood Flows

Go

Created Depth of Flow at the Vertical when Sounding Weights is Given

Go

Created Distance Travelled when Surface Velocity is Given

Go

Created Flow Velocity

Go

Created Moving-Boat Velocity

Go

Created Moving-Boat Velocity when Width Between Two Verticals is Given

Go

Created Partial Discharge in the Sub-Area Between Two Verticals when Flow Velocity is Given

Go

Created Partial Discharge in the Sub-Area Between Two Verticals when Resultant Velocity is Given

Go

Created Resultant Velocity when Flow Velocity is Given

Go

Created Resultant Velocity when Moving-Boat Velocity is Given

Go

Created Revolutions Per Second of the Horizontal-Axis Meter when Stream Velocity is Given

Go

Created Sounding Weights

Go

Created Stream Velocity at the Instrument Location

Go

Created Surface Velocity

Go

Created Surface Velocity when Average Velocity is Given

Go

Created Time of Distance Travelled when Surface Velocity is Given

Go

Created Time of Transit Between Two Verticals when Width Between Verticals is Given

Go

Created Velocity Distribution in a Rough Turbulent Flow

Go

Created Width Between Two Verticals

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 Massive poorly Fractured Rocks

Go

Created Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for known 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 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 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 when Minimum value of Specific Yield for the Area is Known

Go

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

Go

Created Possible Recharge in Hard Rock Area with Laterite for Minimum Specific Yield of the Area

Go

Created Possible Recharge in Hard Rock Area with Limestone for known Minimum Specific Yield of the Area

Go

Created Possible Recharge in Hard Rock Area with Low Clay Content for known 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 for known Minimum Specific Yield

Go

Created Possible Recharge in Hard Rock Area with Quartzite for known Minimum Specific Yield of the Area

Go

Created Possible Recharge in Hard Rock Area with Sandstone for Minimum Specific Yield of the Area

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 when Minimum value of Specific Yield for the Area is Known

Go

Created Possible Recharge in Silty Alluvial Area when Minimum value of Specific Yield for the Area is Known

Go

Created Flow Through any Square from Darcy's law for Ground Water Flow Nets

Go

Created Flow Through any Square when Total Flow is Given

Go

Created Number of Squares Through Which the Flow occurs when Total Flow is given

Go

Created Quantity of Water in Steady-State Unsaturated Flow in the Direction of Downward Movement

Go

Created Quantity of Water in Steady-State Unsaturated Flow in the Direction of Upward Movement

Go

Created Total Flow through any Set or Group of Equipotential Lines

Go

Created Constant of Proportionality when Travel by Air Passengers between Cities i and j is Given

Go

Created Distance between Cities i and j when Travel by Air Passengers between the Cities is Given

Go

Created Indicator of Attraction to City j when Travel by Air Passengers between the Cities is Given

Go

Created Indicator of Road Condition around City i when Travel by Air Passengers between the Cities is Given

Go

Created Percent of Manufacturing and Retail Employment of Total Employment at i

Go

Created Percent of Manufacturing and Retail Employment of Total Employment at J

Go

Created Population at City i when Travel by Air Passengers between Cities i and j is Given

Go

Created Population at city j when Travel by Air Passengers between Cities i and j is Given

Go

Created Seats Available between i and j when Travel by Air Passengers between the Cities is Given

Go

Created Service Reliability Indicator when Travel by Air Passengers between the Cities is Given

Go

Created Travel by Air Passengers between Cities i and j

Go

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

Go

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

Go

Created Crop Management Factor when Sediment Yield from an Individual Storm is Given

Go

Created Equation for Suspended Sediment Load

Go

Created Peak Rate of Runoff when Sediment Yield from an Individual Storm is Given

Go

Created Sediment Yield from an Individual Storm

Go

Created Soil Erodibility Factor when Suspended Sediment Load is Given

Go

Created Storm Runoff Volume when Sediment Yield from an Individual Storm is Given

Go

Created Stream Flow Discharge when Suspended Sediment Load is Given

Go

Created Support Cultivation Practice when Sediment Yield from an Individual Storm is Given

Go

Created Topographic Factor when Sediment Yield from an Individual Storm is Given

Go

Verified Bending-Moment Capacity of Ultimate Strength when Beam Width is Given

Go

1 More Moment Capacity Calculators

Go

Verified Density of Liquid when Output Power is Given

Go

Verified Density of Liquid with absolute velocity when Power Lost is Given

Go

Verified Density of Liquid with relative velocity when Power Lost is Given

Go

Verified Flow Velocity when Power Lost is Given

Go

Verified Jet Velocity when Output Power is Given

Go

Verified Jet Velocity when Power Lost is Given

Go

Verified Output Power when Rate of Flow through Propeller is Given

Go

Verified Power Lost

Go

Verified Rate of Flow when Output Power is Given

Go

Verified Rate of Flow when Power Lost is Given

Go

17 More Momentum Theory of Propellers Calculators

Go

Created Equation for Sediment Delivery Ratio

Go

Created Watershed Length when Sediment Delivery Ratio is Given

Go

Created Watershed Relief when Sediment Delivery Ratio is Given

Go

Created Airline Service (Weekly Departing Flights) from Airport 1

Go

Created Airline Service (Weekly Departing Flights) from Airport 1 from the Utility Function

Go

Created Airline Service (Weekly Departing Flights) from Airport 2,3

Go

Created Airline Service (Weekly Departing Flights) from Airport 2,3 from the Utility Function

Go

Created Model Formulation for International Passenger Forecasts developed by IATA

Go

Created Model Formulation for International Passenger Forecasts developed by IATA

Go

Created Percent of Passengers from the Utility Function

Go

Created Percent of Passengers in Analysis Zone using Airports 1, 2 and 3

Go

Created Percent of Passengers in Analysis Zone using Airports 2 and 3

Go

Created Percent of Passengers in Analysis Zone using Airports 2 and 3 from the Utility Function

Go

Created Travel Times from Analysis Zone to Airports 1 from the Utility Function

Go

Created Travel Times from Analysis Zone to Airports 1 when Percent of Passengers is Known

Go

Created Travel Times from Analysis Zone to Airports 2,3

Go

Created Travel Times from Analysis Zone to Airports 2,3 from the Utility Function

Go

Created Allowable Load per Inch of Penetration into Member Receiving Point

Go

Created Diameter of Nail or Spike when Allowable Load per Inch is Given

Go

Created Total Allowable Lateral Load for a Nail or Spike

Go

Created Equation for Inflow from the Continuity Equation

Go

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

Go

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

Go

Created First Moment of the ERH when Second Moment of the DRH is Given

Go

Created First Moment of the Instantaneous Unit Hydrograph (IUH) about the Origin

Go

Created Ordinates of Instantaneous Unit Hydrograph(IUH) representing the IUH of a Catchment

Go

Created Outflow in the First Reservoir

Go

Created Outflow in the n'th Reservoir

Go

Created Outflow in the Second Reservoir

Go

Created Outflow in the Third Reservoir

Go

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

Go

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

Go

Created Second Moment of the Instantaneous Unit Hydrograph (IUH) about the Origin

Go

Created Change in Storage Volumes

Go

Created Natural Flow Volume

Go

Created Net Evaporation Losses from Reservoir on the Stream

Go

Created Net Export of Water from the Basin

Go

Created Observed Flow Volume at Terminal Site when Natural Flow Volume is Given

Go

Created Volume Diverted Out of the Stream

Go

Created Volume of Return Flow

Go

Created First Type of Mean Fluid Speed

Go

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

Go

Created Mean Depth when Second Type of Mean Fluid Speed is Given

Go

Created Mean Depth when Ursell number is Given

Go

Created Relative Height of the Highest Wave as a function of Wavelength obtained by Fenton

Go

Created Second Type of Mean Fluid Speed

Go

Created Stokes’ Second Approximation to the 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 the Waves when Second Type of Mean Fluid Speed is Given

Go

Created Wave Height when Ursell number is Given

Go

Created Wave Speed when First Type of Mean Fluid Speed is Given

Go

Created Wave Speed when Second First Type of Mean Fluid Speed is Given

Go

Created Wavelength when Ursell number is Given

Go

Created Average Conveyance of the Channel for Non-Uniform Flow

Go

Created Average Energy Slope when Average Conveyance for Non-Uniform Flow is Known

Go

Created Average Energy Slope when Frictional Loss is Given

Go

Created Conveyance of the Channel for Non-Uniform Flow for End Sections at (1)

Go

Created Conveyance of the Channel for Non-Uniform Flow for End Sections at (2)

Go

Created Conveyance of the Channel when Discharge in Non-Uniform Flow is Given

Go

Created Discharge in Non-Uniform Flow by Conveyance Method

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 Frictional Loss when Average Energy Slope is Given

Go

Created Length of Reach when Average Energy Slope is Given for Non-uniform Flow

Go

Created Slope of Energy when Discharge in Non-Uniform Flow is Given

Go

Created Clearway Distance

Go

Created Clearway Distance when Field Length is Given

Go

Created Clearway Distance when Takeoff Run is Given

Go

Created Field Length

Go

Created Full Strength Pavement Distance when Field Length is Given

Go

Created Lift off Distance when Clearway Distance is Given

Go

Created Takeoff Distance when Clearway Distance is Given

Go

Created Takeoff Distance when Takeoff Run is Given

Go

Created Takeoff Run

Go

Verified Ultimate Shear Connector Strength when Number of Connectors in Bridges is Given

Go

17 More Number of Connectors in Bridges Calculators

Go

Created Depression Head when Flow Discharge into the Well is Given

Go

Created Flow Discharge into the Well

Go

Created Proportionality Constant when Flow Discharge into the Well is Given

Go

Verified Tension at Midspan when Parabolic Equation for the Cable Slope is Given

Go

2 More Parabola Calculators

Go

Created Partial Duration Series

Go

Created Datum Length of the Aircraft when Deviation of Main Undercarriage is Given

Go

Created Deviation of Main Undercarriage

Go

Created Length when Potential Energy due to the Deformation of the Free Surface is Given

Go

Created Potential Energy due to the Deformation of the Free Surface

Go

Created Potential Energy per unit width in one wave

Go

Created Surface Elevation when Potential Energy due to the Deformation of the Free Surface is Given

Go

Created Wave Height when Potential Energy per Unit Width in One Wave is Given

Go

Created Wavelength when Potential Energy per Unit Width in One Wave is Given

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 Corrected Precipitation at any Time Period at Station 'X'

Go

Created Corrected Slope of the Double-Mass Curve

Go

Created Correction Ratio in the Test for Consistency of Record

Go

Created Depth of Rainfall when Volume of Rainfall is given

Go

Created Dredge or Burge formula

Go

Created Evaporation when Precipitation is known.

Go

Created Intensity of Rainfall When Radar-Echo Factor is Known

Go

Created Optimum number of Rain Gauge Stations

Go

Created Original Recorded Precipitation when Corrected Precipitation at any Time Period is Given

Go

Created Original Slope of the Double-Mass Curve when Corrected Precipitation is Given

Go

Created Precipitation

Go

Created Radar Echo Factor When Intensity is Known

Go

Created Radar Measurement of Rainfall

Go

Created Runoff when Precipitation is known.

Go

Created Statistical approach of PMP by using Chow’s equation

Go

Created Total Runoff over a catchment

Go

Created Volume of Rainfall

Go

Created Significant Wave Period from Bretschneider Empirical Relationships

Go

3 More Predicting Waves in Deep Water Calculators

Go

Created Number of Air Trips in year t in Trip Category i

Go

Created Real Cost of Fares in year t when Number of Air Trips in year t in Trip Category is Given

Go

Created Real Income in year t when Number of Air Trips in year t in Trip Category is Given

Go

Created Regression Constant when Number of Air Trips in year t in Trip Category is Given

Go

Verified Length of Prism when Total Pressure by the Volume of Prism is given

Go

Verified Pressure Intensity for Top Edge of the Plane Surface

Go

Verified Specific Weight when Pressure Intensity for Top Edge of the Plane Surface is given

Go

Verified Specific Weight when Total Pressure by the Volume of Prism is given

Go

Verified Total Pressure by the Volume of Prism

Go

Verified Verical Depth (h1) when Pressure Intensity for Top Edge of the Plane Surface is given

Go

Verified Vertical Depth (h1) when Total Pressure by the Volume of Prism is given

Go

Verified Vertical Depth (h2) when Total Pressure by the Volume of Prism is given

Go

4 More Pressure Diagram Calculators

Go

Verified Earliest Expected Occurrence Time of Event i

Go

Verified Earliest Expected Occurrence Time of Event j

Go

Verified Expected Time of Activity i-j

Go

Verified Expected Time when Probability Factor is Known

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 when Expected Time is Known

Go

Verified Optimistic Time when Expected Time is Known

Go

Verified Optimistic Time when Standard Deviation is Known

Go

Verified Pessimistic Time when Expected Time is Known

Go

Verified Pessimistic Time when Standard Deviation is Known

Go

Verified Probability Factor

Go

Verified Scheduled Time when Probability Factor is Known

Go

Verified Slack of an Event i/j

Go

Verified Standard Deviation of an Activity

Go

Verified Standard Deviation when Probability Factor is Given

Go

Verified Average Proportion Non-Confirming

Go

Verified Coefficient of Variation

Go

Verified Number Non-Confirming in the Sample

Go

Verified Number of Defective Units when RN is Known

Go

Verified Number of Units Tested when RN is Known

Go

Verified Proportion Non-Confirming in Sample

Go

Verified Reliability Number

Go

1 More Quality Control in Construction Calculators

Go

Created Bending Moment when Radial Stress in a Member is Given

Go

Created Cross Section Depth when Radial Stress in a Member is Given

Go

Created Cross Section Width when Radial Stress in a Member is Given

Go

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

Go

Created Radial Stress Induced by Bending Moment in a Member

Go

Created Radius of Curvature when Radial Stress in a Member is Given

Go

Created Equation for Kinetic Energy of the Storm

Go

Created Kinetic Energy of the Storm when Rainfall Erosion Index Unit of a Storm is Given

Go

Created Maximum 30 minutes Rainfall Intensity when Rainfall Erosion Index Unit of a Storm is Given

Go

Created Catchment Area when Recharge from Rainfall is Given

Go

Created Normal Rainfall in Monsoon Season when Recharge from Rainfall is Given

Go

Created Rainfall Infiltration Factor when Recharge from Rainfall is Given

Go

Created Recharge from Rainfall in Monsoon Season by Rainfall Infiltration Method

Go

Created Antecedent Precipitation Index

Go

Created Equation of the Straight-line regression between Runoff and Rainfall

Go

Created Exponential Relationship for Larger Catchments

Go

Created Precipitation when Runoff is Given in Straight-line regression between Runoff and Rainfall

Go

Created Runoff-Rainfall Regression by Logarithmic Transformation

Go

Verified Shoulder Width when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given

Go

6 More Rainwater Accumulation and Drainage on Bridges Calculators

Go

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

Go

Created Coefficient of Runoff when the Peak Value is Given

Go

Created Drainage Area when Peak Discharge for Field Application is Given

Go

Created Drainage Area when Peak Runoff is Given

Go

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

Go

Created Intensity of Rainfall when Peak Runoff is Given

Go

Created Peak Discharge for Field Application

Go

Created The Peak Value of Runoff

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 with 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 Massive Poorly Fractured Rocks

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 the 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 when recommended specific Yield is Known

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 the Known norms of Recommended Specific Yield

Go

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

Go

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

Go

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

Go

Created Discharge when Slope is Given

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 Transmissivity when Slope is Given

Go

Verified Depth of Flow when Wetted Area for rectangle is Given

Go

12 More Rectangular Section Calculators

Go

Created Specific Capacity per unit Well Area of the Aquifer

Go

Created Area of the Well when Discharge from an Open Well is Given

Go

Created Area of the Well when Time Interval is Given

Go

Created Depression Head when Discharge from an Open Well is Given

Go

Created Discharge from an Open Well under a Depression Head

Go

Created Equation for Time Interval

Go

Created Proportionality Constant per unit Well Area of the Aquifer

Go

Created Specific Capacity per unit Well Area when Discharge from an Open Well is Given

Go

Verified Coefficient of roughness when flow quantity for a full flowing sewer is given

Go

Verified Energy loss when full flow velocity in sewer is given

Go

Verified Full flow velocity in sewer

Go

5 More Required flow velocity Calculators

Go

Created Average Reservoir Area During the Month when Volume of Water Lost in Evaporation is Given

Go

Created Pan Evaporation Loss when Volume of Water Lost in Evaporation in a Month is Given

Go

Created Relevant Pan Coefficient when Volume of Water Lost in Evaporation in a Month is Given

Go

Created Volume of Water Lost in Evaporation in a Month

Go

Created Actual Value of the Parameter M adopted in the Design of the Project when Safety Factor is Given

Go

Created Equation for Risk

Go

Created Equation for Risk when Return Period is Known

Go

Created Equation for Safety Factor

Go

Created Equation for Safety Margin

Go

Created Probability when Return Period is Given

Go

Created Reliability when Return Period is Given

Go

Created Reliability when Risk is Given

Go

Created Return Period when Probability is Given

Go

Created Risk when Reliability is Given

Go

Created Value of the Parameter M obtained from Hydrological Considerations when Safety Factor is Given

Go

Created Catchment Area when Drainage density is known

Go

Created Catchment Area when Stream Density is known

Go

Created Drainage Density

Go

Created Form Factor

Go

Created Form factor when Shape factor is given

Go

Created Form factor when Width of the Basin is given

Go

Created Length of all Streams when Drainage Density Given

Go

Created Length of Overland Flow

Go

Created Number of Streams when Stream Density is Known

Go

Created Shape Factor

Go

Created Stream Density

Go

Created Watershed Area when Shape factor is known

Go

Created Watershed Length when Shape Factor is known

Go

Created Ghyben-Herzberg Relationship for Depth of Freshwater Below Sea Level

Go

Created Height of the Water Table above Sea Level

Go

Verified Load when Production of Scrap by Machines is Given

Go

Verified Weight of Load when Quantity of Scrap Produced is Given

Go

23 More Scraper Production Calculators

Go

Created Base Length in SCS Triangular Unit Hydrograph

Go

Created Catchment Area when Peak Discharge is Given

Go

Created Duration of Effective Rainfall when Time of Peak is known

Go

Created Duration of Effective Rainfall when Time of Peak is Known

Go

Created Lag Time when Time of Peak is Given

Go

Created Peak Discharge

Go

Created Time of Concentration when Time of Peak is known

Go

Created Time of Peak

Go

Created Time of Peak

Go

Created Time of Peak when Base Length is Given

Go

Created Time of Peak when Peak Discharge is Given

Go

Created Time of Peak when Time of Recession is Given

Go

Created Time of Recession as Suggested in SCS

Go

Created Daily Runoff valid for Black Soils type I and all other soils having AMC of type I, II and III

Go

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

Go

Created Actual Infiltration

Go

Created Cumulative Infiltration when Total Precipitation is Given

Go

Created Curve Number for Antecedent Moisture Condition-1

Go

Created Curve Number for Antecedent Moisture Condition-III

Go

Created Curve Number in terms of Potential Maximum Retention

Go

Created Daily Runoff in smaller Catchments under SCS

Go

Created Direct Surface Runoff when Total Precipitation is Given

Go

Created Equation for Potential Maximum Retention

Go

Created Initial Abstraction

Go

Created Initial Abstraction when Total Precipitation is Given

Go

Created Maximum Potential Runoff

Go

Created Potential Maximum Retention in terms of Curve Number

Go

Created Precipitation when Maximum Potential Runoff is Given

Go

Created Precipitation when Potential Maximum Retention is Given

Go

Created Water Balance Equation for Rainfall

Go

Created Area of the Catchment when Maximum rate of Discharge from S-Curve is Given

Go

Created Duration of ER when Maximum rate of Discharge from S-Curve is Given

Go

Created Equilibrium Discharge from S-Curve

Go

Created Maximum rate of Discharge from S-Curve

Go

Created Ordinates of unit hydrograph when S-Curve at time 't is Given

Go

Created S-Curve Addition

Go

Created S-Curve at time 't'

Go

Verified Fundamental Period for Steel Eccentrically Braced Frames

Go

Verified Lateral Seismic Force

Go

Verified Vertical Distribution Factor when Lateral Force is Known

Go

19 More Seismic Loads Calculators

Go

Created Inflow Volume when Net-Flow Volume is Given

Go

Created Net Flow Volume

Go

Created Outflow Volume when Net-Flow Volume is Given

Go

Verified Allowable Horizontal Shear for Individual Connector for over 2 million cycles

Go

11 More Shear Range Calculators

Go

Verified Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given

Go

Created Nominal Reinforcement Shear Strength when Stirrup Area with Support Angle is Given

Go

Created Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given

Go

Created Shear Reinforcement Yield Strength when Stirrup Area with Support Angle is Given

Go

Created Stirrup Area when Stirrup Spacing for Practical Design is Given

Go

Created Stirrup Area when Support Angle is Given

Go

Created Stirrup Spacing for Practical Design

Go

Created Stirrups Area when Inclined Stirrups are Used

Go

5 More Shear Reinforcement Calculators

Go

Created Beach Slope when Breaking Wave is Given

Go

Created Breaking Wave

Go

Created Deep Water Wave Height when Shoaling Coefficient and Refraction Coefficient is Given

Go

Created Deep-water Wavelength when Wave Breaking is Given

Go

Created Distance between Two Rays at a General Point

Go

Created Radian Frequency for Deep Water

Go

Created Refraction Coefficient

Go

Created Refraction Coefficient when Relative Change of Wave Height is Given

Go

Created Shoaling Coefficient

Go

Created Wave Height at Breaking Point when Breaking Wave is Given

Go

Created Wave Height when Shoaling Coefficient and Refraction Coefficient is Given

Go

Created Drawdown in an Aquifer caused by Pumping at any Point in the Aquifer

Go

Created Drawdown in the Aquifer when Total Drawdown is Given

Go

Created Total Drawdown in a Pumping Well

Go

Created Total Drawdown in a Pumping Well expressed in terms of Factors related to Hydraulic Characteristics

Go

Created Well Loss when Total Drawdown is Given

Go

Verified Composite Sleeper Index

Go

Verified General Strength of Material when CSI is Given

Go

Verified Hardness of Material when CSI is Given

Go

Created Eddy Loss

Go

Created Frictional Loss

Go

Created Head Loss in the Reach

Go

Verified Roof Snow Load

Go

Verified Thermal Effects Factor When Roof Snow Load is Known

Go

Verified Wind Exposure Factor When Roof Snow Load is Known

Go

6 More Snow Loads Calculators

Go

Created Catchment Area when Peak Discharge for Nonstandard Effective Rainfall is Given

Go

Created Modified Basin Lag when Peak Discharge for Nonstandard Effective Rainfall is Given

Go

Created Peak Discharge for Nonstandard Effective Rainfall

Go

Created Regional Constant when Peak Discharge for Nonstandard Effective Rainfall is Given

Go

Verified Dry Density of Soil when Percent Compaction of Soil in Sand Cone Method is Given

Go

Verified Settlement of a Plate in Load Bearing Test

Go

23 More Soil Compaction Tests Calculators

Go

Verified Allowable Unit Load for Douglas Fir Lumber

Go

4 More Solid Rectangular or Square Columns with Flat Ends Calculators

Go

Created Balance Equation When Reduction in Natural Discharge Equals the Rate of Withdrawal

Go

Created Equation for Ground-water Storage When Recharge Exceeds Discharge

Go

Created Equation for Rate of Natural Discharge When the 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 Equation for the Varying Dimensionless Group u in Theis Equation

Go

Created Natural Discharge when Discharge Exceeds Recharge

Go

Created Natural Discharge When Recharge Exceeds Discharge

Go

Created Observed Drawdown in the Unconfined Aquifer

Go

Created Reduced Ground-water When Discharge Exceeds Recharge

Go

Created Specific Capacity

Go

Created Specific Capacity under Unsteady Drawdown Conditions

Go

Verified Area of Section Considering the Condition of Maximum Discharge

Go

22 More Specific Energy and Critical Depth Calculators

Go

Created Gauge Height when Discharge for Non-Alluvial Rivers is Given

Go

Created Relationship Between Stage and Discharge for Non-Alluvial Rivers

Go

Created Aircraft Gross Wing Area when Vehicle Speed Under Steady Flight Conditions is Given

Go

Created Aircraft Gross Wing Area when Vehicle Stalling Speed is Given

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Created Lift Coefficient when Vehicle Speed Under Steady Flight Conditions is Given

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Created Maximum Attainable Lift Coefficient is Given when Vehicle Stalling Speed is Given

Go

Created Vehicle Speed Under Steady Flight Conditions

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Created Vehicle Stalling Speed when Maximum Attainable Lift Coefficient is Given

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Created Change in Piezometric Head

Go

Created Change in Radial Distance

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Created Cylindrical Surface through which the Velocity of Flow Occurs

Go

Created Discharge at the Edge of the Zone of Influence

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Created Discharge entering the Cylindrical Surface to the Well Discharge

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Created Equilibrium Equation for Flow in a Confined Aquifer in terms of Drawdown at the Observation Well

Go

Created Thiem's Equilibrium Equation for the Steady Flow in a Confined Aquifer

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Created Transmissivity when Discharge at the Edge of the Zone of Influence

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

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Verified Dynamic Viscosity when Discharge through Pipe is Given

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Verified Maximum Shear Stress at Cylindrical Element

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Verified Pressure Gradient when Maximum Shear Stress at Cylindrical Element is Given

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Verified Pressure Gradient when Maximum Velocity at axis of Cylindrical Element is Given

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Verified Radius of Pipe when Discharge through Pipe is Given

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Verified Radius of Pipe when Maximum Shear Stress at Cylindrical Element is Given

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30 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators

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Verified Carbon Content

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Verified Carbon Equivalent of the Structural Steel

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Verified Chromiun Content when Carbon Equivalent is given

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Verified Copper when Carbon Equivalent is given

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Verified Manganese Content

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Verified Molybdenum when Carbon Equivalent is given

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Verified Nickel Content when Carbon Equivalent is given

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Verified Vanadium when Carbon Equivalent is given

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Verified Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given

Go

Verified Minimum Moment of Inertia of a Transverse Stiffener

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Verified Web Thickness when Minimum Moment of Inertia of a Transverse Stiffener is Given

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1 More Stiffeners on Bridge Girders Calculators

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Created Precipitation when Runoff Volume Percentage for damp AMC is Given

Go

Created Precipitation When Runoff Volume Percentage for Dry AMC is Given

Go

Created Precipitation when Runoff Volume Percentage for Wet AMC is Given

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Created Runoff Volume Percentage for Damp AMC

Go

Created Runoff Volume Percentage for Dry AMC

Go

Created Runoff Volume Percentage for Wet AMC

Go

Created Cease-to-flow Depth when Depth at the Gauging Station given

Go

Created Channel Width when Estimated Distance is given in Tracer Method

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Created Conveyance Function determined by Chézy’s law

Go

Created Conveyance Function Determined by Manning’s Law

Go

Created Cross-sectional area when Discharge is given from Manning's equation

Go

Created Depth at the Gauging Station

Go

Created Diffusion Coefficient in Advection-diffusion flood routing

Go

Created Discharge from Manning's equation

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Created Estimated Distance when Channel Width is given

Go

Created Estimated Distance when Discharge is given in Tracer Method

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Created Flow velocity in Continuous Discharge Measurements

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Created Friction Slope

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Created Hydraulic Radius in Manning's formula

Go

Created Hydraulic radius when Discharge is given in Manning equation

Go

Created Instantaneous Discharge when Friction Slope is given

Go

Created Instantaneous Discharge when Instantaneous Mass flux is given

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Created Manning’s Equation

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Created Mass flux computation

Go

Created Mean River Velocity in Float Method

Go

Created Slope of Gradient of the Stream bed when Discharge is given in Manning's equation

Go

Created Surface Velocity of the river in Float Method

Go

Created Water Depth when Flow Velocity is given in Continuous Discharge Measurements

Go

Created Water Table depth when Distance is given in Tracer Method

Go

Verified Component of Velocity in X-direction when Slope of Equipotential Line is Given

Go

Verified Component of Velocity in Y-direction when Slope of Equipotential Line is Given

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Verified Slope of Equipotential Line

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3 More Streamlines, Equipotential Lines and Flow Net Calculators

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Verified Central Shear When Shearing Stress is Given

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Verified Distance from Middle Surface When Normal Stress is Given

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Verified Normal Shearing Stresses

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Verified Normal Stress

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Verified Shearing Stresses on Shells

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Verified Twisting Moments When Shearing Stress is Given

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1 More Stresses in Thin Shells Calculators

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Verified UDL when Horizontal Component of Cable Tension for UDL is Given

Go

10 More Supports at Same Level Calculators

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Created Area Element when Force on the Fluid Element is Given

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Created Force on the Fluid Element

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Created Length Scale when Relative Importance of Viscosity is Known

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Created Pressure when Force per Unit Area on the Fluid Element is Given

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Created Relative Importance of Viscosity in terms of Length and Velocity scales

Go

Created Relative Importance of Viscosity in terms of Reynolds Number

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Created Reynolds Number when Relative importance of Viscosity is Known

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Created Unit Normal to the Surface when Force on the Fluid Element is Given

Go

Created Velocity Potential for Steady Two-dimensional Waves

Go

Created Velocity Scale when Relative Importance of Viscosity is Known

Go

Created Wave Number for Steady Two-dimensional Waves

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Verified Celerity of the Wave from Lagrange's Celerity Equation

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Verified Depth of flow at point2 when Absolute velocity of the surge moving towards right is Given

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18 More Surge due to Sudden Increase of Flow Calculators

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Verified Absolute Velocity of the surge moving towards right when the Flow is Completely Stopped

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Verified Depth of flow1 when Absolute velocity of the surge moving towards right with abs velocity is Given

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16 More Surge due to Sudden Reduction of Flow Calculators

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Created Basin Lag when Modified Basin Lag for an Effective Duration is Given

Go

Created Basin Lag when Modified Basin Lag is Given

Go

Created Basin Lag when Peak Discharge is Given

Go

Created Basin Lag when Standard Duration of Effective Rainfall is Given

Go

Created Basin Length measured along the Water Course when Basin Lag is Given

Go

Created Basin Length measured along the Water Course when Modified Equation for Basin Lag is Given

Go

Created Basin Slope when Basin Lag is Given

Go

Created Catchment Area when Peak Discharge is Given

Go

Created Distance along the main Water Course from the Gauging Station when Basin Lag is Given

Go

Created Distance along the main Water Course from the Gauging Station when Basin Lag is Given

Go

Created Equation for Catchment Parameter

Go

Created Modified Basin Lag for an Effective Duration

Go

Created Modified Equation for Basin Lag

Go

Created Modified Equation for Basin Lag for an Effective Duration

Go

Created Non-Standard Rainfall Duration when Modified Basin Lag is Given

Go

Created Regional constant Representing Watershed Slope and Storage Effects

Go

Created Regional Constant when Peak Discharge is Given

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 Standard Duration of Effective Rainfall when Modified Basin Lag is Given

Go

Created Standard Effective Duration when Modified Basin Lag is Given

Go

Created Clearance between Outer Main Gear Wheel and Taxiway Edge when Taxiway Width is Given

Go

Created Clearance between Outer Main Gear Wheel and Taxiway Edge when Wing Tip Clearance is Given

Go

Created Clearance when Separation Distance between Taxiway and Object is Given

Go

Created Lateral Deviation when Separation Distance between Aircraft Stand Taxi lane-to-object is Given

Go

Created Maximum Outer Main Gear Wheel Span when Taxiway Width is Given

Go

Created Separation Distance between a Runway and a Parallel Taxiway

Go

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

Go

Created Separation Distance between Taxiway and Object

Go

Created Separation Distance when Wing Tip Clearance is Given

Go

Created Strip Width when Separation Distance between a Runway and a Parallel Taxiway is Given

Go

Created Taxiway Width

Go

Created Wing Span when Separation Distance between a Runway and a Parallel Taxiway is Given

Go

Created Wing Span when Separation Distance between Aircraft Stand Taxi lane-to-object is Given

Go

Created Wing Span when Separation Distance between Taxiway and Object is Given

Go

Created Wing Span when Wing Tip Clearance is Given

Go

Created Wing Tip Clearance when Separation Distance between a Runway and parallel Taxiway is Given

Go

Created Wing Tip Clearance when Separation Distance between Aircraft Stand Taxi lane-to-object is Given

Go

Created Wing Tip Clearance when Separation Distance between Taxiway and Object is Given

Go

Created Distance from the Observation Well to the Image Well

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Created Distance from the Observation Well to the 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 the Observation Well

Go

Created Catchment Area when Lag Time of a 1-h Unit Hydrograph is Given

Go

Created Catchment Area when Peak Discharge for Weighted Mean Slope < 0.0028 is Given

Go

Created Catchment Area when Peak Discharge of a D-h Unit Hydrograph is Given

Go

Created Duration of Rainfall Excess

Go

Created Lag Time of a 1-h Unit Hydrograph

Go

Created Lag Time of a 1-h Unit Hydrograph when Duration of Rainfall Excess is Given

Go

Created Peak Discharge of a D-h Unit Hydrograph

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Created Peak Discharge of a D-h Unit Hydrograph for Weighted Mean Slope < 0.0028

Go

Created Peak Discharge of a D-h Unit Hydrograph when Lag Time is Given

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Created Weighted Mean Slope when Peak Discharge of a D-h Unit Hydrograph is Given

Go

Created Amplitude of the Flow Velocity Oscillation

Go

Created Amplitude of the Flow Velocity Oscillation for Sinusoidal Motion of the Fluid

Go

Created Characteristic Length Scale of the Object

Go

Created Characteristic Length Scale of the Object when Displacement Parameter is Given

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Created Displacement Parameter for Sediment Transport for Sinusoidal Motion of the Fluid

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Created Displacement Parameter for Sediment Transport under Water Waves

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Created Excursion Amplitude of Fluid Particles in Oscillatory Flow for Sinusoidal Motion of the Fluid

Go

Created Excursion Amplitude of Fluid Particles in Oscillatory Flow when Displacement Parameter is Given

Go

Created Keulegan—Carpenter Number

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Created Keulegan—Carpenter Number for Sinusoidal Motion of the Fluid

Go

Created Period of the Oscillation

Go

Created Period of the Oscillation for Sinusoidal Motion of the Fluid

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Created Added-mass Coefficient for Fixed body in an Oscillatory Flow

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Created Drag Force for Fixed body in an Oscillatory Flow

Go

Created Froude-Krylov Force

Go

Created Hydrodynamic Mass Force

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Created Inertia Coefficient for Fixed body in an Oscillatory Flow

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Created Inertia Force for Fixed body in an Oscillatory Flow

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1 More The Morison (MOJS) Equation Calculators

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Verified Cost Slope

Go

Verified Crash Cost when Cost Slope is Known

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Verified Crash Time when Slope is Known

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Verified Normal Cost when Slope is Known

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Verified Normal Time when Slope is Known

Go

Created Rainfall Intensity

Go

Created Time of Concentration for Small Drainage Basins

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Created Modified Basin Lag when Time Base is Given

Go

Created Peak Discharge per Unit Catchment Area

Go

Created Peak Discharge per Unit Catchment Area when Unit Hydrograph Width at 50% Peak Discharge is Given

Go

Created Snyder's Equation for Time Base

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Created Taylor and Schwartz Equation for Time Base

Go

Created Width of Unit Hydrograph at 50% Peak Discharge

Go

Created Width of Unit Hydrograph at 50% Peak Discharge when Width at 75% Peak Discharge is Given

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Created Width of Unit Hydrograph at 75% Peak Discharge

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Created Distance from the Pumping Well to the Observation Well when Storage Coefficient is Given

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Created Equation for Drawdown Across One Log Cycle when Transmissivity is Given

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Created Equation for Pumping Rate when Transmissivity derived from the Time-Drawdown Graphs is Given

Go

Created Modified Equation for Storage Coefficient from Time-Drawdown Graphs

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Created Modified Equation for Transmissivity from Time-Drawdown Graphs

Go

Created Storage Coefficient from the Time-Drawdown Graphs

Go

Created Storage Coefficient when Time at which Steady-Shape Conditions Develop is Given

Go

Created Time at which Steady-Shape Conditions Develop

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Created Transmissivity Derived from the Time-Drawdown Graphs

Go

Created Transmissivity when Time at which Steady-Shape Conditions Develop is Given

Go

Created Equation for Topographic Factor

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Verified Final Velocity(u1) when when Work Done if the Jet Leaves in the Motion of the Wheel is given

Go

Verified Initial Velocity (u) when Work Done at Vane angle is 90 and velocity (Vw) is 0 is given

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Verified Initial Velocity (u) when Work Done if the Jet Leaves in the Motion of the Wheel is given

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Verified Specific Gravity when Work Done at Vane angle is 90 and velocity (Vw) is 0 is given

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Verified Specific Gravity when Work Done if the Jet Leaves in the Motion of the Wheel is given

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Verified Specific Gravity when Work Done if there is no Loss of Energy is given

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Verified Velocity (V) when Efficiency of the System is given

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Verified Velocity at a Point (V1) when Efficiency of the System is given is given

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Verified Velocity at a Point (V1) when Work Done if there is no Loss of Energy is given

Go

Verified Velocity at Inlet (Vw) when Work Done at Vane angle is 90 and velocity (Vw) is 0 is given

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Verified Velocity at Inlet (Vw) when Work Done if the Jet Leaves in the Motion of the Wheel is given

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Verified Velocity at Outlet(Vw1) when Work Done if the Jet Leaves in the Motion of the Wheel is given

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Verified Velocity when Work Done if there is no Loss of Energy is given

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Verified Weight of the Fluid when Work Done at Vane angle is 90 and velocity(Vw) is 0 is given

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Verified Weight of the Fluid when Work Done if the Jet Leaves in the Motion of the Wheel is given

Go

Verified Weight of the Fluid when Work Done if there is no Loss of Energy is given

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Verified Work Done for Radial Discharge at Vane angle is 90 and velocity(Vw) is 0

Go

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

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Verified Work Done if there is no Loss of Energy

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

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Verified Horizontal Pressure Acting on the Elementary Area

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Verified Horizontal Pressure when Resultant Force if Given

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Verified Resultant Force by Parallelogram of Forces

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Verified Vertical Pressure Acting on the Elementary Area

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Verified Vertical Pressure when Resultant Force is given

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7 More Total Pressure on Curved Surface Calculators

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Verified Diameter of Wheel when Lap of Flange is Given

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Verified Extra Track Width in Curves

Go

Verified Lap of Flange when Diameter of Wheel is Given

Go

Verified Lap of Flange when Extra Width of Track is Given

Go

Verified Radius of Curve when Extra Width is Given

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Verified Wheel Base when Extra Width is Given

Go

Created Quantity of Water when Transmissivity is Given

Go

Created Thickness of Aquifer when Transmissivity is Given

Go

Created Transmissivity of Aquifer

Go

Created Transmissivity When Discharge Quantity is Known

Go

Created Capacity-Inflow Ratio

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Created Equation for Trap Efficiency

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Verified Hydraulic Depth for trapezoidal

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Verified Width of Sections when Hydraulic Radius is Given

Go

15 More Trapezoidal Section Calculators

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Verified Depth of flow when Hydraulic Radius in Most Efficient trapezoidal Channel is Given

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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 when Wetted Area for Bottom width is kept constant is Given

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10 More Trapezoidal Section Calculators

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Verified Correction to Second Bearing if Closing Error is Given

Go

11 More Traversing Calculators

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Verified Depth of Flow when Wetted Perimeter for triangle is Given

Go

Verified Hydraulic Radius of flow

Go

Verified Wetted Perimeter for triangular section

Go

14 More Triangular Section Calculators

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Created Taxiway Width when Turning Radius is Given

Go

Created Deceleration when Sight Distance is Given

Go

Created Deflection Angle of the Entrance Curve

Go

Created Deflection angle of the Entrance Curve when Deflection of the Angle at Central Curve is Given

Go

Created Deflection of the Angle at Central Curve

Go

Created Deflection of the Angle at Central Curve when Length of Central Curve is Given

Go

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

Go

Created Horonjeff Equation for Turning Radius of Taxiway

Go

Created Length of Central Curve

Go

Created Length of Entrance Curve when Deflection Angle of the Entrance Curve is Given

Go

Created Radius of Central Curve when Length of Central Curve is Given

Go

Created Radius of Entrance Curve when Deflection Angle of the Entrance Curve is Given

Go

Created Radius of the Curve when Velocity in the Turn

Go

Created Sight Distance

Go

Created Turning Radius

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Created Turning Speed of Aircraft when Radius of Curve is Given

Go

Created Turning Speed of Aircraft when Sight Distance is Given

Go

Created Velocity in the Turn

Go

Created Boston Regional Income Per Capita

Go

Created Boston-based Domestic Air Passengers Per Capita

Go

Created Boston-based International Air Passengers Per Capita

Go

Created Per-capita Income of Catchment Area

Go

Created Population of Catchment Area

Go

Created Predicted Passenger Enplanements in a Regional Airport in Virginia

Go

Created Real Average Yield Per Domestic Passenger-Mile

Go

Created Real Average Yield Per International Passenger-Mile

Go

Created U.S. Average Airfare Per Mile

Go

Created Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given

Go

Created Max Concrete Torsion

Go

Created Max Ultimate Torsion for Torsion Effects

Go

Created Maximum Allowable Torsion

Go

Created Shear Reinforcement Area

Go

Created Spacing of Closed Stirrups for Torsion

Go

Verified Bending Moment Capacity of Rectangular Beam

Go

Verified Depth of Equivalent Rectangular Compressive Stress Distribution

Go

Created Average Velocity along the Path AB at Certain Height above the Bed

Go

Created Elapse Time of Ultrasonic Signal sent by A

Go

Created Elapse Time of Ultrasonic Signal sent by A when Average Velocity Along the Path is Given

Go

Created Elapse Time of Ultrasonic Signal sent by A when Component of Flow Velocity in Sound Path is Given

Go

Created Elapse Time of Ultrasonic Signal sent by B

Go

Created Elapse Time of Ultrasonic Signal sent by B when Average Velocity Along the Path is Given

Go

Created Elapse Time of Ultrasonic Signal sent by B when Component of Flow Velocity in Sound Path is Given

Go

Created Flow Velocity in Sound Path when Elapse Time is Given

Go

Created Length of Path when Elapse Time of Ultrasonic Signal sent by A is Given

Go

Created Length of Path when Elapse Time of Ultrasonic Signal sent by B is Given

Go

Created Velocity of Sound in Water when Elapse Time of Ultrasonic Signal sent by A is Given

Go

Created Coefficient of Permeability when Equilibrium Equation for a Well in an Unconfined Aquifer is Given

Go

Created Depth of Water in the Pumping Well when Discharge is Given

Go

Created Discharge at the Edge of the Zone of Influence

Go

Created Discharge when Drawdown at the Pumping Well is Given

Go

Created Drawdown at the Pumping Well

Go

Created Drawdown when Discharge is Given

Go

Created Equilibrium Equation for a Well in an Unconfined Aquifer

Go

Created Saturated Thickness of the Aquifer when Discharge is Given

Go

Created Transmissivity when Discharge at Drawdown is Given

Go

Created Change in Drawdown when Discharge is Given

Go

Created Coefficient of Permeability when Discharge per Unit Width of the Aquifer is Given

Go

Created Coefficient of Permeability when Head is Given

Go

Created Coefficient of Permeability when Maximum Height of Water Table is Given

Go

Created Discharge at the Downstream Water Body

Go

Created Discharge at the Downstream Water Body

Go

Created Discharge at the Upstream Water Body

Go

Created Discharge at Upstream Side when Discharge at the Downstream Water Body is Given

Go

Created Discharge Entering a Drain per Unit Length of the Drain

Go

Created Discharge per Unit Width of Aquifer at any Location x

Go

Created Discharge per Unit Width of the Aquifer

Go

Created Equation for Head

Go

Created Equation for Water Divide

Go

Created Length when Discharge entering a Drain per Unit Length of the Drain is Given

Go

Created Length when Discharge per Unit Width of the Aquifer is Given

Go

Created Length when Maximum Height of Water Table is Given

Go

Created Mass Flux Entering the Element

Go

Created Maximum Height of Water Table

Go

Created Natural Recharge when Head is Given

Go

Created Recharge when Discharge at the Downstream Water Body is Given

Go

Created Recharge when Discharge entering a Drain per Unit Length of the Drain is Given

Go

Created Recharge when Maximum Height of Water Table is Given

Go

Created Transmissivity when Discharge and Drawdowns are known

Go

Created Water Table Profile neglecting the Depths of Water in the Drains

Go

Created Area when Conveyance of the Channel is Given

Go

Created Conveyance of the Channel for Uniform Flow

Go

Created Conveyance of the Channel when Energy Slope is Given

Go

Created

List of Calculators by Mithila Muthamma PA