Calculator A to Z

Calculators Created by M Naveen

M Naveen
National Institute of Technology (NIT), Warangal
https://www.linkedin.com/in/lucky-naveen-b6a007181/
546
Formulas Created
917
Formulas Verified
302
Across Categories

List of Calculators by M Naveen

Following is a combined list of all the calculators that have been created and verified by M Naveen. M Naveen has created 546 and verified 917 calculators across 302 different categories till date.
Air Trip Distribution Models (12)
Verified Constant of Proportionality for greater Air Trip Distances
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Verified Constant of Proportionality given Travel by Air Passengers between Cities
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Verified Cost of Travel between i and j given Travel by Air Passengers between Cities
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Verified Distance between i and j given Travel by Air Passengers between Cities i and j
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Verified Population of destination city given travel by air passengers between cities
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Verified Population of origin city given travel by air passengers between cities
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Verified Total Air Trips generated in City i for greater Air Trip Distances
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Verified Total Air Trips generated in City i given Travel by Air Passengers between Cities
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Verified Total Air Trips generated in City j for greater Air Trip Distances
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Verified Total Air Trips generated in City j given Travel by Air Passengers between Cities
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Verified Travel by Air Passengers between Cities i and j for greater Air Trip Distances
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Verified Travel by Air Passengers between Cities i and j given Travel Cost
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1 More Air Trip Distribution Models Calculators
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Braking Distance (3)
Verified Braking Distance on Inclined Surface
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Verified Braking Distance on Inclined Surface with Efficiency
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Verified Breaking Distance given Stopping Sight Distance
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4 More Braking Distance Calculators
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Length of Transition Curve (8)
Verified Hands-Off Velocity
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Verified Length given Angle of Super Elevation
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Verified Length of Transition Curve given Time Rate
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Verified Length when Comfort Condition Holds Good for Highways
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Verified Length when Comfort Condition Holds Good for Railways
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Verified Rate of Change of Radial Acceleration
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Verified Time Rate given Length of Transition Curve
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Verified Time Taken given Radial Acceleration
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2 More Length of Transition Curve Calculators
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Mean Velocity of Flow (1)
Verified Mean Velocity of Flow given Pressure Head Drop
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3 More Mean Velocity of Flow Calculators
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Pressure Gradient (1)
Verified Pressure Gradient given Shear Stress Distribution Profile
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1 More Pressure Gradient Calculators
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Velocity of Piston (2)
Verified Velocity of Piston for Shear Force Resisting Motion of Piston
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Verified Velocity of Pistons for Pressure Drop over Length of Piston
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2 More Velocity of Piston Calculators
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Aborted Takeoff (6)
Verified Distance to Accelerate and Stop given Full Strength Pavement Distance
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Verified Field Length or Total Amount of Runway needed
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Verified Full Strength Pavement Distance for Aborted Takeoff
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Verified Full Strength Pavement Distance given Field Length
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Verified Stopway Distance given Field Length
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Verified Stopway Distance given Full Strength Pavement Distance
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Absolute Velocity (4)
Created Absolute velocity for dynamic thrust exerted by jet on plate
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Created Absolute Velocity for given Normal Thrust Normal to Direction of Jet
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Created Absolute Velocity for given Normal Thrust Parallel to Direction of Jet
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Created Absolute Velocity for Mass of Fluid Striking Plate
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Aircraft Gross Wing (5)
Verified Aircraft Gross Wing Area for Lifting Force Provided by Wing Body of Vehicle
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Verified Aircraft Gross Wing Area given Vehicle Speed under Steady Flight Conditions
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Verified Aircraft Gross Wing Area given Vehicle Stalling Speed
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Verified Maximum Attainable Lift Coefficient given Vehicle Stalling Speed
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Verified Vehicle Stalling Speed given Maximum Attainable Lift Coefficient
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Aircraft Runway Length Estimation (10)
Verified Desired Take off Weight
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Verified Fuel Weight to be Carried given Desired Takeoff Weight
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Verified Lift Coefficient for Lifting Force Provided by Wing Body of Vehicle
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Verified Lifting Force given Friction Force due to Rolling Resistance
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Verified Lifting Force Provided by Wing Body of Vehicle
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Verified Operating Empty Weight when Desired Take-off Weight is considered
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Verified Payload carried when desired take-off weight is considered
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Verified Speed of Sound (Mach number)
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Verified True Mach number when true aircraft speed
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Verified Vehicle Speed for Lifting Force Provided by Wing Body of Vehicle
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1 More Aircraft Runway Length Estimation Calculators
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Allowable Stress Design for Bridge Beams (1)
Verified Moment Gradient Factor given Smaller and Larger Beam End Moment
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2 More Allowable Stress Design for Bridge Beams Calculators
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Allowable Stress Design for Shear in Bridges (1)
Verified Shear Buckling Coefficient given Allowable Shear Stress for Flexural Members in Bridges
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2 More Allowable Stress Design for Shear in Bridges Calculators
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Angular Momentum Principles (6)
Verified Change in Rate of Flow given Torque Exerted on Fluid
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Verified Radial Distance r1 given Torque Exerted on Fluid
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Verified Radial Distance r2 given Torque Exerted on Fluid
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Verified Torque Exerted on Fluid
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Verified Velocity at Radial Distance r1 given Torque Exerted on Fluid
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Verified Velocity at Radial Distance r2 given Torque Exerted on Fluid
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Arch Dams (1)
Verified Rotation due to Shear on Arch Dam
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8 More Arch Dams Calculators
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Archimedes Law and Buoyancy (3)
Verified Buoyant Force of Body Submerged in Fluid
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Verified Mass Density of Fluid for Buoyant Force Submerged in Fluid
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Verified Volume of Submerged Part of Object given Buoyant Force of Body Submerged in Fluid
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Area Increment Method (5)
Verified Depth at which Reservoir is Completely Filled up
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Verified Incremental Sediment Volume
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Verified Original Reservoir Area at New Zero Level
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Verified Sediment Volume between Old Zero and New Zero Bed Level
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Verified Sediment Volume to be Distributed in Reservoir
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Area of Cross Section (4)
Created Area of Cross Section for Force Exerted by Jet in Direction of Flow
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Created Area of Cross Section for Force Exerted by Jet with relative velocity
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Created Area of Cross Section for Mass of Fluid Striking moving Vane per Second
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Created Area of Cross Section for work done by Jet on vane per second
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Assessment of Available Power (11)
Created Amount of Hydropower
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Created Effective Head given Energy through Hydraulic Turbines
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Created Efficiency of Hydropower Station given Amount of Hydropower
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Created Efficiency of Hydropower Station given Energy through Hydraulic Turbines
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Created Energy through Hydraulic Turbines
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Created Head given Amount of Hydropower
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Created Head given Energy through Hydraulic Turbines
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Created Head Loss given Amount of Hydropower
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Created Head Loss given Energy through Hydraulic Turbines
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Created Period of Flow given Energy through Hydraulic Turbines
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Created Rate of Flow of Water given Energy through Hydraulic Turbines
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At Proof Load (2)
Verified Maximum Bending Stress at Proof Load of Leaf Spring
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Verified Thickness given Maximum Bending Stress at Proof Load of Leaf Spring
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3 More At Proof Load Calculators
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At Transfer (3)
Verified Area of Concrete for Known Stress in Concrete without Non-Prestressed Reinforcement
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Verified Area of Non-Prestressed Reinforcement given Stress in Concrete
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Verified Stress in Concrete in Member without Non-Prestressed Reinforcement
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Attractive Force Potentials (13)
Verified Attractive Force Potentials per unit Mass for Moon
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Verified Attractive Force Potentials per unit Mass for Moon given Harmonic Polynomial Expansion
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Verified Attractive Force Potentials per unit Mass for Sun
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Verified Attractive Force Potentials per unit Mass for Sun given Harmonic Polynomial Expansion
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Verified Distance from Center of Earth to Center of Moon given Attractive Force Potentials
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Verified Mass of Moon given Attractive Force Potentials
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Verified Mass of Moon given Attractive Force Potentials with Harmonic Polynomial Expansion
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Verified Mass of Sun given Attractive Force Potentials
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Verified Mass of Sun given Attractive Force Potentials with Harmonic Polynomial Expansion
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Verified Mean Radius of Earth given Attractive Force Potentials per Unit Mass for Moon
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Verified Mean Radius of Earth given Attractive Force Potentials per Unit Mass for Sun
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Verified Moon's Tide-generating Attractive Force Potential
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Verified Tide-generating Attractive Force Potential for Sun
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Average Velocity in Uniform Flow in Channels (1)
Verified Strickler Formula for Average Height of Roughness Protrusions
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8 More Average Velocity in Uniform Flow in Channels Calculators
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Bar of Uniform Strength (1)
Verified Area at Section 1 of Bars of Uniform Strength
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2 More Bar of Uniform Strength Calculators
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Basic Relationship of Thermodynamics (18)
Created Absolute Pressure given Absolute Temperature
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Created Absolute Temperature given Absolute Pressure
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Created Change in Internal Energy given Total Heat Supplied to Gas
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Created Constant for External Work Done in Adiabatic process Introducing Pressure
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Created Continuity Equation for Compressible Fluids
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Created External Work Done by Gas given Total Heat Supplied
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Created External Work Done by Gas in Adiabatic Process Introducing Pressure
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Created Gas Constant given Absolute Pressure
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Created Kinetic Energy given Total Energy in Compressible Fluids
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Created Mass Density given Absolute Pressure
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Created Molecular Energy given Total Energy in Compressible Fluids
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Created Potential Energy given Total Energy in Compressible Fluids
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Created Pressure Energy given Total Energy in Compressible Fluids
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Created Pressure for External Work Done by Gas in Adiabatic Process Introducing Pressure
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Created Pressure given Constant
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Created Specific Volume for External Work Done in Adiabatic Process Introducing Pressure
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Created Total Energy in Compressible Fluids
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Created Total Heat Supplied to Gas
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Bay Superelevation (2)
Verified Superelevation due to Varying Entrance Channel Cross-Section
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Verified Tidal Amplitude in Ocean
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2 More Bay Superelevation Calculators
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Beams (10)
Created Beam Depth for Extreme Fiber Stress in Rectangular Timber Beam
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Created Beam Depth given Horizontal Shearing Stress
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Created Beam Width given Extreme Fiber Stress for Rectangular Timber Beam
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Created Beam Width given Horizontal Shearing Stress
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Created Bending Moment using Extreme Fiber Stress for Rectangular Timber Beam
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Created Extreme Fiber Stress for Rectangular Timber Beam given Section Modulus
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Created Extreme Fiber Stress in Bending for Rectangular Timber Beam
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Created Horizontal Shearing Stress in Rectangular Timber Beam
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Created Section Modulus given Height and Breadth of Section
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Created Total Shear given Horizontal Shearing Stress
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3 More Beams Calculators
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Beams (1)
Verified Limiting Laterally Unbraced Length for Inelastic Lateral Buckling for Box Beams
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12 More Beams Calculators
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Bending Stresses (2)
Verified Dead Load Moment given Stress in Steel for Shored Members
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Verified Stress in Steel for Unshored Members
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8 More Bending Stresses Calculators
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Boyle's law (4)
Created Boyle's Law According to Adiabatic Process
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Created Boyle's Law According to Isothermal Process
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Created Boyle's Law given Mass Density
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Created Boyle's Law given Weight Density in Adiabatic Process
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Broad Crested Weir (20)
Created Actual Discharge over Broad Crested Weir
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Created Additional Head given Head for Broad Crested Weir
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Created Coefficient of Discharge for Max Discharge over Crested Weir
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Created Coefficient of Discharge given Actual Discharge over Broad Crested Weir
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Created Coefficient of Discharge given Discharge of Weir if Critical Depth is Constant
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Created Critical Depth due to Reduction in Area of Flow Section given Total Head
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Created Discharge over Broad Crested Weir
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Created Head for Broad Crested Weir
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Created Head if Velocity is considered for Discharge over Broad Crested Weir
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Created Length of Crest given Actual Discharge over Broad Crested Weir
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Created Length of Crest given Discharge over Weir
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Created Length of Crest if Critical Depth is Constant for Discharge of Weir
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Created Length of Crest over Broad Crested Weir for Max Discharge
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Created Max Discharge over Broad Crested Weir
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Created Maximum Discharge of Broad Crested Weir if Critical Depth is Constant
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Created Total Head above Weir Crest
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Created Total Head for Actual Discharge over Broad Crested Weir
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Created Total Head for Maximum Discharge
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Created Total Head given Discharge over Weir Crest
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Created Velocity of Flow given Head
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Buoyancy Force and Center of Buoyancy (12)
Created Buoyancy Force given Volume of Vertical Prism
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Created Buoyant Force on Entire Submerged Body
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Created Buoyant Force on Vertical Prism
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Created Buoyant Force when Body Floats at between two Immiscible Fluids of Specific Weights
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Created Cross Sectional Area of Prism given Buoyancy Force
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Created Cross Sectional Area of Prism given Volume of Vertical Prism dV
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Created Pressure Head Difference given Buoyancy Force
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Created Pressure Head Difference given Volume of Vertical Prism dV
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Created Specific Weight pf Fluid given Buoyancy Force
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Created Total Buoyant Force given Volumes of Elementary Prism Submerged in Fluids
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Created Volume of Submerged Body given Buoyant Force on Entire Submerged Body
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Created Volume of Vertical Prism
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Buttress Dams using law of Trapezoid (2)
Verified Maximum Intensity of Vertical Force in horizontal plane on Buttress Dam
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Verified Minimum Intensity in horizontal plane on Buttress Dam
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9 More Buttress Dams using law of Trapezoid Calculators
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Cable Systems (2)
Verified Natural Frequency of Each Cable
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Verified Span of Cable given Natural Frequency of Each Cable
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2 More Cable Systems Calculators
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Calculation of Crack Width (7)
Created Average Strain at Selected Level given Crack Width
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Created Center to Center Spacing given Shortest Distance
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Created Crack Width on Surface of Section
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Created Depth of Neutral Axis given Crack Width
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Created Diameter of Longitudinal Bar given Shortest Distance
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Created Effective Cover given Shortest Distance
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Created Minimum Clear Cover given Crack Width
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Cantilever and Counterfort Retaining Walls (2)
Verified Counterfort Shear Unit Stress on Horizontal Section
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Created Shear Force on Section for Vertical Wall Face
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3 More Cantilever and Counterfort Retaining Walls Calculators
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Capillary Tube Viscometer (4)
Verified Cross-Sectional Area of Tube using Dynamic Viscosity
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Verified Diameter of Pipe given Kinematic Viscosity
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Verified Diameter of Pipe using Dynamic Viscosity with Time
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Verified Length of Pipe given Kinematic Viscosity
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3 More Capillary Tube Viscometer Calculators
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Catenary (1)
Verified UDL given Tension at any Point of Simple Cable with UDL
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3 More Catenary Calculators
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Catenary Cable Sag and Distance between Supports (1)
Verified Tension at Supports given Catenary Parameter for UDL on Catenary Parabolic Cable
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5 More Catenary Cable Sag and Distance between Supports Calculators
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Centrifugal Ratio (6)
Verified Centrifugal Force Acting on Vehicle
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Verified Centrifugal Ratio
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Verified Design Speed of Highway
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Verified Design Speed of Railway
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Verified Radius of Curve given Centrifugal Force
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Verified Speed of Vehicle given Centrifugal Force
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Channel Erosion (2)
Verified Equation for Suspended Sediment Load
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Verified Stream Flow Discharge given Suspended Sediment Load
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1 More Channel Erosion Calculators
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Circular Curves on Highways and Roads (27)
Created Approximate Chord Offset for Chord of Length
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Created Central angle for Portion of Curve Approximate for Chord definition
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Created Central Angle for Portion of Curve Exact for Arc definition
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Created Central Angle of Curve for given Length of Curve
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Created Central Angle of Curve for given Length of Long Chord
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Created Central Angle of Curve for given Tangent Distance
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Created Degree of Curve for given Length of Curve
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Created Degree of Curve for given Radius of Curve
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Created Degree of Curve when Central Angle for Portion of Curve
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Created Exact Length of Curve
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Created Exact Tangent Distance
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Created External Distance
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Created Length of Curve given Central Angle for portion of Curve
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Created Length of Curve or Chord by Central Angle given Central Angle for Portion of Curve
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Created Length of Curve or Chord by Central Angle given Tangent Offset for Chord of Length
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Created Length of Curve or Chord determined by Central Angle given Chord Offset for Chord of Length
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Created Length of Long Chord
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Created Radius of Curve
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Created Radius of Curve Exact for Chord
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Created Radius of Curve given Chord offset for Chord of Length
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Created Radius of Curve given Length of Long Chord
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Created Radius of Curve given Tangent offset for Chord of Length
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Created Radius of Curve using Degree of Curve
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Created Radius of Curve using External Distance
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Created Radius of Curve using Midordinate
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Created Radius of Curve using Tangent Distance
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Created Tangent Offset for Chord of Length
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Circular Section (7)
Verified Chezy Constant given Discharge through Channels
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Verified Depth of Flow in most Efficient Channel for Maximum Discharge
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Verified Depth of flow in most Efficient Channel in circular channel
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Verified Diameter of Section given Depth of flow in most Efficient Channel section
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Verified Discharge through Channels
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Verified Hydraulic Radius in most Efficient channel for Maximum Velocity
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Verified Radius of Section given Hydraulic Radius in most Efficient Channel for Maximum Velocity
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12 More Circular Section Calculators
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Circular Tapering Rod (5)
Verified Diameter at One End of Circular Tapering Rod
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Verified Elongation of Circular Tapering Rod
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Verified Elongation of Prismatic Rod
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Verified Length of Circular Tapered Rod with Uniform Cross Section
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Verified Length of Circular Tapering rod
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5 More Circular Tapering Rod Calculators
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Circulation and Vorticity (1)
Verified Vorticity of Fluid Flows
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2 More Circulation and Vorticity Calculators
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Cnoidal Wave Theory (7)
Verified Complete Elliptic Integral of Second Kind
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Verified Distance from Bottom to Crest
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Verified Distance from Bottom to Wave Trough
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Verified Free Surface Elevation of Solitary Waves
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Verified Trough to Crest Wave Height
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Verified Wave Height when Free Surface Elevation of Solitary Waves
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Verified Wavelength for Complete Elliptic Integral of First Kind
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7 More Cnoidal Wave Theory Calculators
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Coaxial Cylinder Viscometers (5)
Verified Radius of Inner Cylinder given Torque exerted on Inner Cylinder
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Verified Radius of Inner Cylinder given Velocity Gradient
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Verified Speed of Outer Cylinder given Dynamic Viscosity of Fluid
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Verified Speed of Outer Cylinder given Torque exerted on Outer Cylinder
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Verified Torque exerted on Inner Cylinder
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15 More Coaxial Cylinder Viscometers Calculators
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Coefficient of Friction (1)
Verified Coefficient of Longitudinal Friction given Breaking Distance
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1 More Coefficient of Friction Calculators
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Columns (4)
Created Column Buckling Stress Fc1 given Relative Material Cost
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Created Column Buckling Stress Fc2 given Relative Material Cost
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Created Relative Material Cost for Two Columns of Different Steels Carrying Same Load
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Created Relative Price Factors using Relative Material Cost Ratio and Column Buckling Stress
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Combined Axial and Bending Loads (3)
Verified Moment of Inertia given Moment of Resistance, Stress induced and Distance from Extreme Fiber
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Verified Moment of Inertia given Young's Modulus, Moment of Resistance and Radius
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Verified Young's Modulus given Distance from Extreme Fiber along with Radius and Stress Induced
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16 More Combined Axial and Bending Loads Calculators
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Combined Bending and Torsion Condition (2)
Verified Angle of Twist in Combined Bending and Torsion
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Verified Angle of Twist in Combined Bending and Torsional Stress
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4 More Combined Bending and Torsion Condition Calculators
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Complementary Induced Stress (3)
Verified Normal Stress when Complementary Shear Stresses Induced
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Verified Shear Stress along Oblique Plane when Complementary Shear Stresses Induced
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Verified Shear Stress due to Induced Complementary Shear Stresses and Normal Stress on Oblique Plane
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3 More Complementary Induced Stress Calculators
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Composite Construction in Buildings (9)
Created Allowable Stress in Flanges
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Created Dead Load Moment Given Maximum Stress in Bottom Flange
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Created Dead Load Moment given Maximum Unit Stress in Steel
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Created Live Load Moment given Maximum Stress in Bottom Flange
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Created Live Load Moment given Maximum Unit Stress in Steel
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Created Maximum Stress in Bottom Flange
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Created Maximum Unit Stress in Steel
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Created Section Modulus of Transformed Composite Section given Maximum Stress in Bottom Flange
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Created Yield Strength given Allowable Stress in Flange
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4 More Composite Construction in Buildings Calculators
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Compressibility of Aquifers (3)
Verified Barometric Efficiency given Compressibility Parameters
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Verified Coefficient of Storage for Unconfined Aquifer
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Verified Saturated Thickness of Aquifer when Coefficient of Storage for Unconfined Aquifer is Considered
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1 More Compressibility of Aquifers Calculators
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Computation of Uniform Flow (4)
Verified Area of Channel Section given Conveyance of Channel Section
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Verified Area of Channel Section given Discharge
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Verified Chezy Constant given Conveyance of Channel Section
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Verified Hydraulic Radius of Channel Section given Discharge
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15 More Computation of Uniform Flow Calculators
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Constant Thickness on Arch Dam (1)
Verified Constant K3 given Deflection due to Shear on Arch Dam
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5 More Constant Thickness on Arch Dam Calculators
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Continued Takeoff (8)
Verified Clearway Distance for Continued Takeoff
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Verified Clearway Distance given Field Length under Continued Takeoff
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Verified Clearway Distance given Takeoff Run
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Verified Distance of 35 ft Obstacle given Takeoff Run
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Verified Distance to clear 35 ft Obstacle for Clearway Distance for Continued Takeoff
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Verified Field Length or Total Amount of Runway needed under Continued Takeoff
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Verified Liftoff Distance given Clearway Distance for Continued Takeoff
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Verified Takeoff Run for Continued Takeoff
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Continuity Equation (5)
Verified Cross Sectional Area at Section 1 for Steady Flow
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Verified Cross Sectional Area at Section given Discharge for Steady Incompressible Fluid
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Verified Mass Density at Section 1 for Steady Flow
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Verified Velocity at Section 1 for Steady Flow
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Verified Velocity at Section for Discharge through Section for Steady Incompressible Fluid
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5 More Continuity Equation Calculators
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Crack Control of Flexural Members (2)
Created Equation for Crack Control Specific Limits
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Created Stress Calculated in Crack Control
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Critical Depth (3)
Verified Critical Depth at Different Discharges
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Verified Critical Depth given Depth of Parabolic Channel
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Verified Critical Depth given Maximum Discharge
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2 More Critical Depth Calculators
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Critical Flow and its Computation (2)
Verified Critical Depth given Critical Energy for Triangular Channel
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Verified Critical Energy for Triangular Channel
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14 More Critical Flow and its Computation Calculators
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Critical Velocity (2)
Verified Critical Velocity given Discharge
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Verified Critical Velocity given Maximum Discharge
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5 More Critical Velocity Calculators
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Cross Sectional Area (3)
Created Cross Sectional Area given Dynamic Thrust Exerted by Jet on Plate
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Created Cross Sectional Area given Mass of Fluid Striking Plate
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Created Cross Sectional Area given Work Done by Jet on Plate per Second
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Cross Sectional Area (4)
Created Cross Section Area for Mass of Fluid Striking Plate
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Created Cross Sectional Area for given Dynamic Thrust Exerted by Jet on Plate
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Created Cross Sectional Area for given Normal Thrust Normal to Direction of Jet
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Created Cross Sectional Area for given Work Done by Jet per Second
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Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal. (1)
Verified Liquid Column Height given Pressure Intensity at Radial Distance from Axis
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4 More Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal. Calculators
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Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical (7)
Verified Centripetal Acceleration Exerted on Liquid Mass at Radial Distance from Axis
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Verified Constant Angular Velocity given Centripetal acceleration at radial distance r from axis
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Verified Constant Angular Velocity given Equation of Free Surface of Liquid
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Verified Equation of Free Surface of liquid
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Verified Radial Distance for Pressure at Any Point with Origin at Free Surface
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Verified Radial Distance given Centripetal Acceleration from Axis
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Verified Vertical Depth given Pressure at any point with Origin at Free Surface
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2 More Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical Calculators
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Darcy Weisbach Equation (4)
Verified Density of Liquid using Mean Velocity given Shear Stress with Friction Factor
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Verified Length of Pipe given Head Loss due to Frictional Resistance
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Verified Reynolds Number given Friction Factor
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Verified Shear Stress given Friction Factor and Density
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10 More Darcy Weisbach Equation Calculators
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Dash Pot Mechanism (3)
Verified Length of Piston for Vertical Upward Force on Piston
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Verified Total Forces
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Verified Vertical Force given Total Force
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9 More Dash Pot Mechanism Calculators
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Deflection (2)
Created Deflection due to Self Weight given Short Term Deflection at Transfer
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Created Short Term Deflection at Transfer
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Deflection due to Prestressing Force (18)
Created Deflection due to Prestressing for Parabolic Tendon
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Created Deflection due to Prestressing for Singly Harped Tendon
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Created Deflection due to Prestressing Force before Losses when Short Term Deflection at Transfer
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Created Deflection due to Prestressing given Doubly Harped Tendon
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Created Flexural Rigidity given Deflection due to Prestressing for Doubly Harped Tendon
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Created Flexural Rigidity given Deflection due to Prestressing for Parabolic Tendon
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Created Flexural Rigidity given Deflection due to Prestressing for Singly Harped Tendon
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Created Length of Span given Deflection due to Prestressing for Doubly Harped Tendon
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Created Length of Span given Deflection due to Prestressing for Singly Harped Tendon
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Created Moment of Inertia for Deflection due to Prestressing for Parabolic Tendon
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Created Moment of Inertia for Deflection due to Prestressing in Doubly Harped Tendon
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Created Moment of Inertia for Deflection due to Prestressing of Singly Harped Tendon
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Created Uplift Thrust given Deflection due to Prestressing for Doubly Harped Tendon
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Created Uplift Thrust given Deflection due to Prestressing for Singly Harped Tendon
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Created Uplift Thrust when Deflection due to Prestressing for Parabolic Tendon
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Created Young's Modulus given Deflection due to Prestressing for Doubly Harped Tendon
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Created Young's Modulus given Deflection due to Prestressing for Parabolic Tendon
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Created Young's Modulus given Deflection due to Prestressing for Singly Harped Tendon
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Density Currents in Harbors (2)
Verified Average Harbor Depth
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Verified Difference between High and Low Tide Levels given Tidal Prism of Harbor Basin
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21 More Density Currents in Harbors Calculators
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Density Influence (4)
Verified Density Influence
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Verified Filling Current Velocity given Density Influence
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Verified Length of Harbor given Density Influence
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Verified Time Interval over which Density Difference exists given Density Influence
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Density of Sediment Deposits (1)
Verified Rough Estimation for Unit Weight of Deposit by Koelzer and Lara Formula
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7 More Density of Sediment Deposits Calculators
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Depth of Channel (2)
Verified Depth of Parabolic Channel given Critical Depth
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Verified Depth of Parabolic Channel given Width of Parabolic Channel
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2 More Depth of Channel Calculators
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Description of the Flow Pattern (1)
Verified Slope of Streamline
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2 More Description of the Flow Pattern Calculators
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Design of Rapid Mix Basin and Flocculation Basin (7)
Verified Dynamic Viscosity given Mean Velocity Gradient
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Verified Hydraulic Retention Time given Volume of Rapid Mix Basin
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Verified Mean Velocity Gradient given Power Requirement
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Verified Power Requirement given Mean Velocity Gradient
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Verified Required Volume of Flocculation Basin
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Verified Retention Time given Volume of Flocculation Basin
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Verified Volume of Mixing Tank given Mean Velocity Gradient
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12 More Design of Rapid Mix Basin and Flocculation Basin Calculators
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Design of Stiffeners under Loads (8)
Created Allowable Bearing Stress on Projected Area of Fasteners
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Created Cross sectional area of Column Web Stiffeners
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Created Distance between Outer Face of Column Flange and Web Toe given Cross-Sectional Area
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Created Stiffener Yield Stress given Cross Sectional Area of Column Web Stiffeners
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Created Tensile Strength of Connected Part using Allowable Bearing Stress
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Created Thickness of Column Flange
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Created Thickness of Column Web given Column Web Depth Clear of Fillets
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Created Thickness of Column Web given Cross-Sectional Area of Column Web Stiffeners
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4 More Design of Stiffeners under Loads Calculators
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Determination of Metacentric Height (3)
Created Angle Made by Pendulum
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Created Distance Moved by Pendulum on Horizontal scale
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Created Length of Plumb Line
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Development Length Requirements (4)
Created Bar Steel Yield Strength given Basic Development Length
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Created Basic Development Length for 14mm Diameter Bars
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Created Basic Development Length for 18mm Diameter Bars
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Created Basic Development Length for Bars and Wire in Tension
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3 More Development Length Requirements Calculators
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Discharge (7)
Created Discharge considering Approach Velocity
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Created Discharge for Notch which is to be Calibrated
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Created Discharge given Velocity Approach
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Created Discharge over Weir without considering Velocity
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Created Discharge Passing over Weir considering Velocity
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Created Discharge when End Contractions is suppressed and Velocity is considered
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Created Discharge when End Contractions is suppressed and Velocity is not considered
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Discharge in Channel (3)
Verified Discharge given Critical Depth
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Verified Discharge given Flow Area of Throat
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Verified Maximum Discharge given Width of Throat
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4 More Discharge in Channel Calculators
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Disposing of Storm Water (1)
Verified Runoff Quantity with Full Gutter Flow
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9 More Disposing of Storm Water Calculators
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Drill String Buckling (2)
Verified Column Slenderness Ratio for Critical Buckling Load
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Verified Critical Buckling Load
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5 More Drill String Buckling Calculators
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Dynamic Viscosity (1)
Verified Dynamic Viscosity given Pressure Difference
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3 More Dynamic Viscosity Calculators
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Eckman Wind Drift (5)
Verified Atmospheric Pressure as function of Salinity and Temperature
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Verified Density given Atmospheric Pressure whose value of Thousand is reduced from Density Value
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Verified Salinity given Atmospheric Pressure
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Verified Velocity at Surface given Velocity detail of Current Profile in Three Dimensions
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Verified Velocity in Current Profile in Three Dimensions by introducing Polar Coordinates
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10 More Eckman Wind Drift Calculators
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Economical Structural Steel (19)
Created Cross-Sectional Area1 given Material Cost Ratio
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Created Cross-Sectional Area2 given Material Cost Ratio
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Created Material Cost Ratio
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Created Material Price p1 given Material Cost Ratio
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Created Material Price p2 given Material Cost Ratio
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Created Relative Cost for Designing Fabricated Plate Girders
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Created Relative Cost given Yield Stress
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Created Relative Weight for Designing Fabricated Plate Girders
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Created Relative Weight given Yield Stresses
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Created Yield Stress Fy1 given Relative Cost
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Created Yield Stress Fy1 given Relative Cost for Designing Fabricated Plate Girders
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Created Yield Stress Fy1 given Relative Weight
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Created Yield Stress Fy1 given Relative Weight for Designing Fabricated Plate Girders
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Created Yield Stress Fy2 given Relative Cost
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Created Yield Stress Fy2 given Relative Cost for Designing Fabricated Plate Girders
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Created Yield Stress Fy2 given Relative Weight
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Created Yield Stress Fy2 given Relative Weight for Designing Fabricated Plate Girders
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Created Yield Stress of Steel1 using Relative Material Cost Ratio
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Created Yield Stress of Steel2 using Relative Material Cost Ratio
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3 More Economical Structural Steel Calculators
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Effect on Discharge Over a Weir Due to Error in the Measurement of Head (4)
Created Error in Computed Discharge given Error in Head for Rectangular Weir
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Created Error in Computed Discharge given Error in Head for Triangular Weir
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Created Error in Head for Rectangular Weir
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Created Error in Head for Triangular Weir
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Efficiency of Turbine (1)
Verified Efficiency of Turbine and Generator for Power obtained from Water Flow in Horsepower
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3 More Efficiency of Turbine Calculators
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Elastic Modulus of Rock (1)
Verified Elastic Modulus of Rock given Deflection due to Thrust on Arch Dam
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5 More Elastic Modulus of Rock Calculators
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Elbow Meter (1)
Verified Coefficient of Discharge of Elbow Meter given Discharge
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3 More Elbow Meter Calculators
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Elongation of Tapering Bar due to Self Weight (2)
Verified Length of Bar given Elongation of Conical Bar due to Self Weight
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Verified Length of Circular Tapering Rod when deflection due to load
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11 More Elongation of Tapering Bar due to Self Weight Calculators
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Empirical Area Reduction Method (11)
Verified Difference in Elevations and Original Bed of Reservoir given New Total Depth of Reservoir
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Verified Difference in Elevations of Full Reservoir Level and Original Bed of Reservoir
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Verified Height up to which Sediment Completely Fills up given New Relative Depth
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Verified New Total Depth of Reservoir
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Verified Relative Area for Different Type Classification of Reservoir
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Verified Relative Area given Soil Erodibility Factor
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Verified Relative Depth at New Zero Elevation
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Verified Sediment Area at any Height above Datum
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Verified Volume of Sediment Deposited between two Consecutive Heights by Average End Area Method
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Verified Volume of Sediment Deposited between two Consecutive Heights by Weighted Area Method
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Verified Volume of Sediment Deposition given Incremental Area
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Energy Flux Method (12)
Verified Energy Dissipation Rate by Battjes and Janssen
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Verified Energy Dissipation Rate per unit Surface Area due to Wave Breaking
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Verified Energy Flux associated with Stable Wave Height
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Verified Maximum Wave Height given Energy Dissipation Rate
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Verified Maximum Wave Height using Miche Criterion
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Verified Mean Wave Frequency given Energy Dissipation Rate
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Verified Percentage of Waves Breaking given Energy Dissipation Rate
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Verified Water Depth given Energy Dissipation Rate per unit Surface Area due to Wave Breaking
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Verified Water Depth given Maximum Wave Height by Miche Criterion
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Verified Water Depth given Stable Wave Height
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Verified Wave Number given Maximum Wave Height by Miche Criterion
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Verified Wavelength given Maximum Wave Height by Miche Criterion
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1 More Energy Flux Method Calculators
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Energy per unit Length of Wave Crest (6)
Verified Kinetic Energy per unit Length of Wave Crest
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Verified Potential Energy per unit Length of Wave Crest
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Verified Wave Height given Kinetic Energy per unit Length of Wave Crest
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Verified Wave Height given Potential Energy per unit Length of Wave Crest
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Verified Wavelength for Kinetic Energy per unit Length of Wave Crest
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Verified Wavelength given Potential Energy per unit Length of Wave Crest
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Equilibrium of Compressible Fluid Atmospheric Equilibrium (6)
Created Atmospheric Pressure According to Polytropic Process
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Created Density According to Polytropic Process
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Created Initial Density According to Polytropic Process
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Created Initial Pressure according to Polytropic Process
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Created Positive Constant
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Created Temperature Lapse Rate
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2 More Equilibrium of Compressible Fluid Atmospheric Equilibrium Calculators
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Equivalent Bending Moment and Torque (5)
Verified Bending Stress of Circular Shaft given Equivalent Bending Moment
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Verified Diameter of Circular Shaft for Equivalent Torque and Maximum Shear Stress
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Verified Diameter of Circular Shaft given Equivalent Bending Stress
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Verified Equivalent Torque given Maximum Shear Stress
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Verified Maximum Shear Stress due to Equivalent Torque
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2 More Equivalent Bending Moment and Torque Calculators
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Estimating Marine and Coastal Winds (3)
Verified Air Temperature given Air-Sea Temperature Difference
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Verified Air-Sea Temperature Difference
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Verified Water Temperature given Air-Sea Temperature Difference
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21 More Estimating Marine and Coastal Winds Calculators
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Estimation of Watershed Erosion and Sediment Delivery Ratio (1)
Verified Khosla's Equation for Annual Sediment Yield Rate
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9 More Estimation of Watershed Erosion and Sediment Delivery Ratio Calculators
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Euler's Equation of Motion (3)
Verified Pressure using Pressure Head for Steady Non Viscous Flow
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Verified Velocity Head for Steady Non Viscous Flow
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Verified Velocity of Flow given Velocity Head for Steady Non Viscous Flow
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6 More Euler's Equation of Motion Calculators
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Evaluation of Average Strain and Neutral Axis Depth (13)
Created Area of Prestressing Steel given Tension Force
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Created Average Strain under Tension
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Created Compression Force for Prestressed Section
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Created Couple Force of Cross Section
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Created Depth of Neutral Axis given Couple Force of Cross Section
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Created Height of Crack Width at Soffit given Average Strain
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Created Modulus of Elasticity of Concrete given Couple Force of Cross-Section
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Created Modulus of Elasticity of Prestressed Steel given Compression Force
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Created Strain at Selected Level given Average Strain under Tension
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Created Strain given Couple Force of Cross Section
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Created Strain in Longitudinal Reinforcement given Tension Force
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Created Strain in Prestressed Steel given Tension Force
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Created Width of Section given Couple Force of Cross Section
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Flat Plate Inclined at an Angle to the Jet (12)
Created Cross Sectional Area of Jet for given Dynamic Thrust Normal to Direction of Jet
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Created Cross Sectional Area of Jet for given Dynamic Thrust Parallel to Direction of Jet
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Created Cross Sectional Area of Jet for given Thrust Exerted in Direction of Normal to Plate
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Created Discharge Flowing by Jet
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Created Discharge Flowing in Direction Normal to Plate
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Created Discharge Flowing in Direction Parallel to Plate
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Created Force Exerted by Jet in Direction Normal to Plate
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Created Force Exerted by Jet Normal to Direction of Jet Normal to Plate
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Created Force Exerted by Jet Parallel to Direction of Jet Normal to Plate
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Created Velocity of Fluid given Thrust Exerted Normal to Plate
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Created Velocity of Fluid given Thrust Normal to Jet
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Created Velocity of Fluid given Thrust Parallel to Jet
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Flat Plate Inclined at an Angle to the Jet (3)
Created Dynamic Thrust Exerted by Jet on Plate
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Created Normal Thrust Normal to Direction of Jet
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Created Normal Thrust Parallel to Direction of Jet
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Flat Plate Normal to the Jet (6)
Created Area of Cross Section of Jet for Force Exerted by Stationary Plate on Jet
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Created Area of Cross Section of Jet given Mass of Fluid
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Created Force Exerted by Stationary Plate on Jet
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Created Mass Flow Rate of Fluid Striking Plate
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Created Velocity for Force Exerted by Stationary Plate on Jet
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Created Velocity given Mass of Fluid
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Flat Plate Normal to the Jet (6)
Created Absolute Velocity given Thrust Exerted by Jet on Plate
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Created Dynamic Thrust Exerted on Plate by Jet
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Created Efficiency of Wheel
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Created Velocity of jet for mass of fluid striking plate
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Created Velocity of jet given dynamic thrust exerted by jet on plate
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Created Work Done by Jet on Plate per Second
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Flitched Beam (1)
Verified Thickness of Steel given Equivalent Width of Flitched Beam
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2 More Flitched Beam Calculators
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Flow Over a Trapizoidal Weir or Notch (12)
Created Additional Head given Discharge for Cipolletti Weir Considering Velocity
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Created Coefficient of Discharge given Discharge for Cipolletti Weir
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Created Discharge for Cipolletti Weir
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Created Discharge for Cipolletti Weir if Velocity is Considered
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Created Discharge over Cipolletti Weir by Francis Cipolletti
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Created Discharge over Trapezoidal Notch if overall Coefficient of Discharge for Trapezoidal notch
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Created Head given Discharge for Cipolletti Weir
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Created Head given Discharge for Cipolletti Weir using Velocity
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Created Head given Discharge over Cipolletti Weir
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Created Length of Crest given Discharge for Cipolletti Weir
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Created Length of Crest given Discharge over Cipolletti Weir by Francis, Cipolletti
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Created Length of Crest when Discharge for Cipolletti Weir and Velocity is Considered
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Flow over a Triangular Weir or Notch (8)
Created Coefficient of Discharge when Discharge for Triangular Weir when Angle is 90
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Created Discharge for Entire Triangular Weir
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Created Discharge for Triangular Weir if Angle is at 90
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Created Discharge for Triangular Weir if Coefficient Discharge is Constant
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Created Discharge for Triangular Weir if Velocity is Considered
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Created Head for Discharge for Entire Triangular Weir
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Created Head when Coefficient Discharge is Constant
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Created Head when Discharge for Triangular Weir Angle is 90
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Flow Over Rectangular Sharp Crested Weir or Notch (17)
Created Approach Velocity
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Created Bazins Formula for Discharge if Velocity is considered
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Created Bazins Formula for Discharge if Velocity is not considered
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Created Coefficient for Bazin Formula
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Created Coefficient for Bazin Formula if Velocity is considered
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Created Coefficient of Discharge given Discharge if Velocity considered
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Created Coefficient of Discharge given Discharge if Velocity not considered
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Created Coefficient of Discharge given Discharge over Weir without considering Velocity
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Created Coefficient of Discharge given Discharge Passing over Weir considering Velocity
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Created Coefficient when Bazin Formula for Discharge if Velocity is considered
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Created Coefficient when Bazin Formula for Discharge Velocity is not considered
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Created Depth of Water Flow in Channel given Velocity Approach
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Created Francis Formula for Discharge for Rectangular Notch if Velocity is considered
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Created Francis Formula for Discharge for Rectangular Notch if Velocity not considered
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Created Rehbocks Formula for Coefficient of Discharge
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Created Rehbocks Formula for Discharge over Rectangular Weir
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Created Width of Channel given Velocity Approach
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Flushing or Circulation Processes and Vessel Interactions (2)
Verified Direction of Wave Propagation for Froude Numbers up to Unity
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Verified Drawdown with respect to Water Depth
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15 More Flushing or Circulation Processes and Vessel Interactions Calculators
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Footing (3)
Created Maximum Moment for Symmetrical Concrete Wall Footing
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Created Tensile Bending Stress at Bottom when Footing is Deep
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Created Uniform Pressure on Soil given Maximum Moment
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Force Exerted by Jet (4)
Created Force Exerted by Jet in Direction of Flow of Incoming Jet with angle at 90
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Created Force Exerted by Jet in Direction of Flow of Incoming Jet with angle zero
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Created Force Exerted by Jet in direction of Flow of Jet
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Created Force Exerted by jet with relative velocity
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Forces Acting on Fluid in Motion (3)
Verified Acceleration of Fluid given Sum of Total Forces influencing Motion of Fluid
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Verified Mass of Fluid given Sum of Total Forces influencing Motion of Fluid
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Verified Turbulent Force given Sum of Total Forces influencing Motion of Fluid
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6 More Forces Acting on Fluid in Motion Calculators
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Form Drag (2)
Verified Angle of Current Relative to Longitudinal Axis of Vessel for Form Drag of Vessel
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Verified Average Current Speed for Form Drag of Vessel
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4 More Form Drag Calculators
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Free Oscillation Period (3)
Verified Natural Free Oscillation Period
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Verified Natural Free Oscillation Period for Closed Basin
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Verified Water Depth given Natural Free Oscillation Period
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3 More Free Oscillation Period Calculators
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Friction Factor (1)
Verified Friction Factor given Shear Stress and Density
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4 More Friction Factor Calculators
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Froude Scaling (6)
Verified Froude Scaling
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Verified Froude Scaling given Velocity and Length
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Verified Gravity Forces for Froude Scaling
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Verified Inertia or Pressure Forces given Froude Scaling
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Verified Length for Froude Scaling
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Verified Velocity for Froude Scaling
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Generation Distribution Models (3)
Verified Air Trips in Year y for Stated Purpose under Leisure Category
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Verified Income for Leisure given Air Trips for Stated Purpose under Leisure Category
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Verified Population at Origin given Air Trips in Year y for Stated Purpose under Leisure Category
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5 More Generation Distribution Models Calculators
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Geometrical Properties of Circular Channel Section (5)
Verified Angle of Sector given Wetted Perimeter
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Verified Diameter of Section given Section Factor
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Verified Diameter of Section given Top Width
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Verified Diameter of Section given Wetted Perimeter
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Verified Top Width for Circle
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9 More Geometrical Properties of Circular Channel Section Calculators
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Geometrical Properties of Parabolic Channel Section (3)
Verified Top Width given Hydraulic Radius
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Verified Wetted Area
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Verified Wetted Perimeter for Parabola
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10 More Geometrical Properties of Parabolic Channel Section Calculators
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Geometrical Properties of Rectangular Channel Section (3)
Verified Depth of Flow given Wetted Perimeter for Rectangle
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Verified Hydraulic Radius of Open Channel
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Verified Width of Section given Perimeter
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9 More Geometrical Properties of Rectangular Channel Section Calculators
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Geometrical Properties of Trapezoidal Channel Section (3)
Verified Hydraulic Radius of Section
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Verified Section Factor for Trapezoidal
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Verified Side Slope of Section given Top Width for Trapezoidal
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14 More Geometrical Properties of Trapezoidal Channel Section Calculators
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Geometrical Properties of Triangular Channel Section (3)
Verified Depth of Flow given Hydraulic Radius for Triangle
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Verified Section Factor for Triangle
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Verified Side Slope of Section given Hydraulic Radius
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14 More Geometrical Properties of Triangular Channel Section Calculators
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Geometrics Properties (4)
Verified Area of Concrete about Non-Prestressed Reinforcements and Transformed Section
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Verified Area of Non-Prestressed Reinforcement in Partially Prestressed Members
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Verified Area of Prestressing Tendons about Non-Prestressed Reinforcements and Transformed Section
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Verified Transformed Area of Partially Prestressed Members
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Gradients (2)
Verified Distance from Center of Camber given Height for Parabolic Shape Camber
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Verified Radius of Road given Grade Compensation formula 1
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10 More Gradients Calculators
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Gradually Applied Load (1)
Verified Area given Stress due to gradually Applied Load
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2 More Gradually Applied Load Calculators
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Gradually Varied Flow in Channels (3)
Verified Area of Section given Froude Number
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Verified Chezy Formula for Normal Depth given Energy Slope of Rectangular Channel
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Verified Total Energy of Flow
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21 More Gradually Varied Flow in Channels Calculators
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Gravity Dam (4)
Verified Density of Water given Water Pressure in Gravity Dam
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Verified Eccentricity for Vertical Normal Stress at Downstream Face
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Verified Vertical Normal Stress at Downstream Face
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Verified Water Pressure in Gravity Dam
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4 More Gravity Dam Calculators
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Group Velocity, Beats, Energy Transport (9)
Verified Group Velocity given Wave Power per unit Crest Width
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Verified Group Velocity of Waves
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Verified Radian Frequency given Wave Propagation
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Verified Surface Elevation
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Verified Total Energy per unit Area given Wave Power per unit Crest Width
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Verified Wave Power per unit Crest Width
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Verified Wave Speed
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Verified Wave Speed given Group Velocity
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Verified Wavenumber given Wave Speed
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Hagen Poiseuille Equation (2)
Verified Dynamic Viscosity given Pressure Drop over Length of Pipe
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Verified Mean Velocity of Flow given Head Loss over Length of Pipe
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18 More Hagen Poiseuille Equation Calculators
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Harbor Oscillations (6)
Verified Basin Length along Axis for given Period of Fundamental Mode
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Verified Basin Length along axis given Maximum Oscillation Period corresponding to Fundamental Mode
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Verified Basin Length along Axis in Open Basin
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Verified Maximum Oscillation Period corresponding to Fundamental Mode
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Verified Period for Fundamental Mode
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Verified Water Depth given Maximum Oscillation Period corresponding to Fundamental Mode
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15 More Harbor Oscillations Calculators
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Hoop Stress due to Temperature Fall (2)
Verified Diameter of Tyre given Hoop Stress due to Temperature Fall
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Verified Hoop Stress due to Temperature Fall
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4 More Hoop Stress due to Temperature Fall Calculators
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Horizontal and Vertical Semi Axis of Ellipse (3)
Verified Major Horizontal Semi Axis for Shallow Water Condition
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Verified Water Depth for Major Horizontal Semi-Axis for Shallow Water Condition
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Verified Wave Height for Major Horizontal Semi-Axis for Shallow Water Condition
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10 More Horizontal and Vertical Semi Axis of Ellipse Calculators
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Horizontal Shear Flow (3)
Verified Area given Horizontal Shear Flow
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Verified Horizontal Shear Flow
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Verified Moment of Inertia given Horizontal Shear Flow
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2 More Horizontal Shear Flow Calculators
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Hydraulic Depth (2)
Verified Hydraulic Radius or Hydraulic Mean Depth
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Verified Top Width given Hydraulic Depth
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4 More Hydraulic Depth Calculators
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Hydraulic Head (8)
Created Head given Coefficient for Bazin Formula
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Created Head given Coefficient using Bazin Formula and Velocity
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Created Head given Discharge through Notch which is to be Calibrated
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Created Head over Crest for given Discharge without Velocity
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Created Head over Crest given Discharge Passing over Weir with Velocity
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Created Head when Bazin Formula for Discharge if Velocity is considered
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Created Head when Bazin Formula for Discharge if Velocity is not considered
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Created Head when End Contractions is suppressed
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Hydraulic Jump in Rectangular Channel (2)
Verified Conjugate Depth y2 given Froude Number Fr2
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Verified Energy loss in Hydraulic Jump
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9 More Hydraulic Jump in Rectangular Channel Calculators
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Hydroelectric Power Generation (1)
Verified Total Weight of Water given Potential Energy in Hydroelectric Power Generation
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5 More Hydroelectric Power Generation Calculators
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Hydrostatics (18)
Verified Coordinate measured Downward from Top given Effective Tension
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Verified Coordinate measured Downward from Top given Tension on Vertical Drill String
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Verified Cross Section Area of Steel given Effective Tension
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Verified Cross Section Area of Steel in Pipe given Tension on Vertical Drill String
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Verified Effective Tension given Buoyant Force acts in Direction opposite to Gravity Force
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Verified Length of Pipe Hanging given Lower Section of Drill String Length in Compression
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Verified Length of Pipe Hanging in Well given Effective Tension
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Verified Length of Pipe Hanging in Well given Tension on Vertical Drill String
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Verified Length of Pipe Hanging in Well given Vertical Force at Bottom End of Drill String
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Verified Lower Section of Drill String Length that is in Compression
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Verified Mass Density of Drilling Mud for Lower Section of Drill String Length in Compression
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Verified Mass Density of Drilling Mud given Vertical Force at Bottom End of Drill String
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Verified Mass Density of Drilling Mud when Buoyant Force acts in Direction opposite to Gravity Force
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Verified Mass Density of Steel for Lower Section of Drill String Length in Compression
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Verified Mass Density of Steel for Tension on Vertical Drill String
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Verified Mass Density of Steel when Buoyant Force acts in Direction opposite to Gravity Force
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Verified Tension on Vertical Drill String
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Verified Vertical Force at Bottom End of Drill String
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I Beam (1)
Verified Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam
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11 More I Beam Calculators
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Inlet Currents and Tidal Elevations (18)
Verified Change of Bay Elevation with Time for Flow through Inlet into Bay
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Verified Darcy - Weisbach Friction Term given Inlet Impedance
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Verified Dimensionless Parameter Function of Hydraulic Radius and Manning's Roughness Coefficient
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Verified Duration of Inflow given Inlet Channel Velocity
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Verified Entrance Energy Loss Coefficient given Inlet Impedance
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Verified Exit Energy Loss Coefficient given Inlet Impedance
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Verified Hydraulic Radius given Dimensionless Parameter
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Verified Inlet Channel Velocity
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Verified Inlet Friction Coefficient given Keulegan Repletion Coefficient
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Verified Inlet Friction Coefficient Parameter given Keulegan Repletion Coefficient
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Verified Inlet Hydraulic Radius given Inlet Impedance
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Verified Inlet Impedance
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Verified Inlet Length given Inlet Impedance
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Verified Keulegan Repletion Coefficient
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Verified Manning's Roughness Coefficient using Dimensionless Parameter
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Verified Maximum Cross-Sectionally Averaged Velocity during Tidal Cycle given Inlet Channel Velocity
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Verified Surface Area of Bay given Tidal Prism Filling Bay
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Verified Tidal Prism Filling Bay
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10 More Inlet Currents and Tidal Elevations Calculators
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Irregular Waves (15)
Verified Average of Highest One Tenth of Runups
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Verified Average of Highest One Third of Runups
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Verified Deepwater Surf Similarity Parameter given Average of Highest One Tenth of Runups
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Verified Deepwater Surf Similarity Parameter given Maximum Runup
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Verified Deepwater Surf Similarity Parameter given Mean Runup
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Verified Deepwater Surf Similarity Parameter given Runup
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Verified Deepwater Wave Height given Average of Highest One Tenth of Runups
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Verified Deepwater Wave Height given Average of Highest One Third of Runups
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Verified Deepwater Wave Height given Mean Runup
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Verified Deepwater Wave Height given Runup Exceeded by 2 Percent of Runup Crests
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Verified Maximum Runup
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Verified Mean Runup
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Verified Runup Exceeded by 2 Percent of Runup Crests
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Verified Surf Similarity Parameter given Average of Highest One Third of Runups
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Verified Wave Period given Long Wave Simplification for Wavelength
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6 More Irregular Waves Calculators
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Jet Propulsion of Orifice Tank (2)
Verified Actual Velocity given Force exerted on Tank due to Jet
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Verified Head over Jet Hole given Force exerted on Tank due to Jet
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5 More Jet Propulsion of Orifice Tank Calculators
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Jet Propulsion of Ships (6)
Verified Absolute Velocity of Issuing Jet given Relative Velocity
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Verified Area of Issuing Jet given Weight of Water
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Verified Area of Issuing Jet given Work done by Jet on Ship
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Verified Kinetic Energy of Water
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Verified Velocity of Jet Relative to Motion of Ship given Kinetic Energy
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Verified Velocity of Moving Ship given Relative Velocity
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4 More Jet Propulsion of Ships Calculators
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Jet Striking a Symmetrical Moving Curved Vane at Centre (10)
Created Absolute Velocity for Force Exerted by Jet in Direction of Flow of Incoming Jet
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Created Absolute Velocity for Mass of Fluid Striking Vane per Second
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Created Efficiency of Jet
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Created Kinetic Energy of Jet per Second
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Created Mass of Fluid Striking Vane per Seconds
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Created Maximum Efficiency
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Created Velocity of Vane for given Mass of Fluid
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Created Velocity of Vane given Exerted Force by Jet
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Created Work Done by Jet on Vane per Second
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Created Work Done per Second given Efficiency of Wheel
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Jet Striking a Symmetrical Stationary Curved Vane at the Centre (4)
Created Cross Sectional Area for Force Exerted on Plate in Direction of Flow of Jet
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Created Force Exerted on Plate in Direction of Flow of Jet on Stationary Curved Vane
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Created Force Exerted on Plate in Direction of Flow of Jet when Theta is Zero
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Created Velocity for Force Exerted on Plate in Direction of Flow of Jet
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Jet Striking an Unsymmetrical Moving Curved Vane Tangentially at one of the Tips (3)
Created Area of Cross Section for Mass of Fluid Striking Vane per Second
Go
Created Mass of Fluid Striking Vanes per Second
Go
Created Velocity at Inlet for Mass of Fluid Striking Vane per Second
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Jet Striking an Unsymmetrical Stationary Curved Vane Tangentially at one of the Tips (8)
Created Area of Cross Section for Force Exerted by Jet on Vane in x Direction
Go
Created Area of Cross Section for given Force Exerted by Jet on Vane in Y Direction
Go
Created Force exerted by jet on vane in x direction
Go
Created Force Exerted by Jet on Vane in Y-Direction
Go
Created Specific weight for force exerted by jet on vane in x direction
Go
Created Specific Weight given Force Exerted by Jet on Vane in Y Direction
Go
Created Velocity for force exerted by jet on vane in x direction
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Created Velocity given Force Exerted by Jet on Vane in Y Direction
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Jet Velocity (1)
Verified Jet Velocity given Thrust on Propeller
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3 More Jet Velocity Calculators
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Kinetic Energy (1)
Verified Kinetic Energy given Total Wave Energy
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3 More Kinetic Energy Calculators
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Laminar Flow (1)
Verified Stanton number for Colburn analogy
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14 More Laminar Flow Calculators
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Laminar Flow around a Sphere Stokes’ Law (13)
Verified Coefficient of Drag given density
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Verified Coefficient of Drag given Drag Force
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Verified Coefficient of Drag given Reynolds Number
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Verified Density of Fluid given Drag Force
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Verified Diameter of Sphere for given Fall Velocity
Go
Verified Diameter of Sphere given Coefficient of Drag
Go
Verified Drag Force given Coefficient of Drag
Go
Verified Projected Area given Drag Force
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Verified Resistance Force on Spherical Surface
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Verified Reynolds Number given Coefficient of Drag
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Verified Terminal Fall Velocity
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Verified Velocity of Sphere given Coefficient of Drag
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Verified Velocity of Sphere given Drag Force
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5 More Laminar Flow around a Sphere Stokes’ Law Calculators
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Laminar Flow between Parallel Flat Plates, one plate moving and other at rest, Couette Flow (4)
Verified Dynamic Viscosity given Stress
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Verified Mean Velocity of Flow given Shear Stress
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Verified Pressure Gradient given Shear Stress
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Verified Shear Stress given Velocity
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8 More Laminar Flow between Parallel Flat Plates, one plate moving and other at rest, Couette Flow Calculators
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Laminar Flow between Parallel Plates, both Plates at Rest (4)
Verified Horizontal Distance given Shear Stress Distribution Profile
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Verified Length of Pipe given Pressure Difference
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Verified Pressure Head Drop
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Verified Shear Stress Distribution Profile
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16 More Laminar Flow between Parallel Plates, both Plates at Rest Calculators
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Laminar Flow of Fluid in an Open Channel (11)
Verified Bed Shear Stress
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Verified Bed Slope given Bed Shear Stress
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Verified Diameter of Section given Bed Shear Stress
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Verified Diameter of Section given Potential Head Drop
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Verified Diameter of Section given Slope of Channel
Go
Verified Dynamic Viscosity given Discharge per Unit Channel Width
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Verified Length of Pipe given Potential Head Drop
Go
Verified Mean Velocity of Flow in Section
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Verified Potential Head Drop
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Verified Shear Stress given Slope of Channel
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Verified Slope of Channel given Shear Stress
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6 More Laminar Flow of Fluid in an Open Channel Calculators
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Laminar Flow Through Porous Media (3)
Verified Coefficient of Permeability given Velocity
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Verified Hydraulic Gradient given Velocity
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Verified Mean Velocity using Darcy's Law
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Landing Distance under Estimation of Runway Length (2)
Verified Equation for Landing Distance
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Verified Stopping Distance given Landing Distance
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2 More Landing Distance under Estimation of Runway Length Calculators
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Leaf Springs (3)
Verified Load given Maximum Bending Stress of Leaf Spring
Go
Verified Thickness given Maximum Bending Stress of Leaf Spring
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Verified Width given Maximum Bending Stress of Leaf Spring
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3 More Leaf Springs Calculators
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Leaf Springs (6)
Verified Deflection given Proof Load on Leaf Spring
Go
Verified Length given Proof Load on Leaf Spring
Go
Verified Modulus of Elasticity given Proof Load on Leaf Spring
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Verified Number of Plates given Proof Load on Leaf Spring
Go
Verified Proof Load on Leaf Spring
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Verified Thickness given Proof Load on Leaf Spring
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1 More Leaf Springs Calculators
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Length of Crest (9)
Created Length given Bazins Formula for Discharge if Velocity is not considered
Go
Created Length of Crest considering Velocity
Go
Created Length of Crest given Discharge Passing over Weir
Go
Created Length of Crest when Discharge and Velocity is considered
Go
Created Length of Crest when Discharge and Velocity is not considered
Go
Created Length of Crest when Francis Formula Discharge and Velocity is considered
Go
Created Length of Crest when Francis Formula Discharge and Velocity is not considered
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Created Length of Crest without considering Velocity
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Created Length when Bazins formula for Discharge if Velocity is considered
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Linear Dispersion Relation of Linear Wave (1)
Verified Angular Frequency of Wave
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11 More Linear Dispersion Relation of Linear Wave Calculators
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Liquid Containers Subjected To Constant Horizontal Acceleration (2)
Verified Gauge Pressure at Any Point in Liquid with Height
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Verified Vertical Depth below Free Surface given Total Force exerted at any Section of Container
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9 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators
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Liquid Containers Subjected To Constant Vertical Acceleration (4)
Verified Atmospheric Pressure given Pressure at Any Point in Liquid in Constant Vertical Acceleration
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Verified Mass of Liquid using Net Force Acting in Vertical Upward Direction of Tank
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Verified Specific Weights of liquid for Gauge Pressure at any point in liquid
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Verified Vertical Depth below Free Surface given Pressure at point in Liquid
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8 More Liquid Containers Subjected To Constant Vertical Acceleration Calculators
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Load Distribution to Bents and Shear Walls (11)
Created Concentrated Load given Deflection at Top
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Created Concentrated Load given Deflection at Top Due to Fixed against Rotation
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Created Deflection at Top due to Concentrated Load
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Created Deflection at Top due to Fixed against Rotation
Go
Created Deflection at Top due to Uniform Load
Go
Created Modulus of Elasticity given Deflection at Top Due to Concentrated Load
Go
Created Modulus of Elasticity given Deflection at Top Due to Fixed against Rotation
Go
Created Modulus of Elasticity of Wall Material given Deflection
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Created Wall Thickness given Deflection
Go
Created Wall Thickness given Deflection at Top due to Concentrated Load
Go
Created Wall Thickness given Deflection at Top due to Fixed against Rotation
Go
Load Factor Design for Bridge Beams (3)
Verified Allowable Bearing Stresses on Pins for Buildings for LFD
Go
Verified Allowable Bearing Stresses on Pins not Subject to Rotation for Bridges for LFD
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Verified Allowable Bearing Stresses on Pins Subject to Rotation for Bridges for LFD
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11 More Load Factor Design for Bridge Beams Calculators
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Longitudinal Shear Stress (1)
Verified Maximum Distance from Neutral Axis to Extreme Fiber given Longitudinal Shear Stress
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3 More Longitudinal Shear Stress Calculators
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Longitudinal Shear Stress for Rectangular Section (1)
Verified Transverse Shear given Average Longitudinal Shear Stress for Rectangular Section
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6 More Longitudinal Shear Stress for Rectangular Section Calculators
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Longitudinal Shear Stress for Solid Circular Section (1)
Verified Average Longitudinal Shear Stress for Solid Circular Section
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5 More Longitudinal Shear Stress for Solid Circular Section Calculators
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Longshore Current (7)
Verified Beach Slope Modified for Wave Setup
Go
Verified Longshore Current at Mid-Surf Zone
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Verified Longshore Current Speed
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Verified Radiation Stress Component
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Verified Ratio of Wave Group Speed and Phase Speed
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Verified Root Mean Square Wave Height at Breaking given Longshore Current at Mid-Surf Zone
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Verified Wave Height given Radiation Stress Component
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Lubrication Mechanics Slipper Bearing (3)
Verified Dynamic Viscosity given Pressure Gradient
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Verified Pressure Gradient
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Verified Rate of Flow given Pressure Gradient
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Manning's Formula in Uniform Flow (1)
Verified Manning's Coefficient using Strickler Formula
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6 More Manning's Formula in Uniform Flow Calculators
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Mass Transport Velocity (2)
Verified Mass Transport Velocity to Second Order
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Verified Wave Height for Mass Transport Velocity to Second Order
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Maximum Stress of a Triangular Section (3)
Verified Base of Triangular Section given Shear Stress at Neutral Axis
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Verified Height of Triangular Section given Maximum Shear Stress
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Verified Maximum Shear Stress of Triangular Section
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5 More Maximum Stress of a Triangular Section Calculators
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Maximum value of Rainfall Factor for Various Hydrogeologic Conditions based on the Norms (13)
Verified Recharge from Rainfall in Alluvial East Coast Areas for Known Maximum Rainfall Factor
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Verified Recharge from Rainfall in Alluvial Indo Gangetic and Inland Areas for Known Max Rainfall Factor
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Verified Recharge from Rainfall in Alluvial West Coast Areas for Known Maximum Rainfall Factor
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Verified Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone for Maximum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Granulite Facies for Known Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Laterite for Known Maximum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Low Clay Content for Known Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Massive Poorly Fractured Rocks
Go
Verified Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for Known Max Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Semi Consolidated Sandstone for Max Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Significant Clay Content for Known Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt for Max Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Weathered Basalt for Known Maximum Rainfall Factor
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Maximum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms (3)
Verified Possible Recharge in Hard Rock Areas with Limestone for Maximum Specific Yield
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Verified Possible Recharge in Hard Rock Areas with Quartzite for Maximum Specific Yield
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Verified Possible Recharge in Sandy Alluvial Areas for Maximum Value of Specific Yield
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10 More Maximum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators
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Mean Velocity of Flow (2)
Verified Mean Velocity of Flow given Maximum Velocity at Axis of Cylindrical Element
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Verified Mean Velocity of Fluid Flow
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5 More Mean Velocity of Flow Calculators
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Measured Wind Directions (2)
Verified Direction in Cartesian Coordinate System
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Verified Direction in Standard Meteorological Terms
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17 More Measured Wind Directions Calculators
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Measurement of Pressure (3)
Created Pressure at Point m in Pizometer
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Created Pressure Head at Point in Piezometer
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Created Specific Weight of Liquid in Peizometer
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Metacentric Height for Floating Bodies Containing liquid (3)
Created Distance between Centre of Gravity of these Wedges
Go
Created Moment of Turning Couple due to Movement of Liquid
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Created Volume of either Wedge
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Metering Flumes (1)
Verified Discharge Flow through Channel
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9 More Metering Flumes Calculators
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Minimum Value of Rainfall Factor for Various Hydrogeologic Conditions based on the Norms (13)
Verified Recharge from Rainfall in Hard Rock Areas consisting Vesicular and Jointed Basalt
Go
Verified Recharge from Rainfall in Hard Rock Areas consisting Weathered Basalt
Go
Verified Recharge from Rainfall in Hard Rock Areas of Massive Poorly Fractured Rocks
Go
Verified Recharge from Rainfall in Hard Rock Areas of Significant Clay content for Known Min Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone
Go
Verified Recharge from Rainfall in Hard Rock Areas with Granulite Facies for Known Minimum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Laterite for Known Min Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Low Clay content for Known Minimum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales given Min Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Semi Consolidated Sandstone for Min Rainfall Factor
Go
Verified Recharge from Rainfall in Indo Gangetic and Inland Alluvial Areas for Known Minimum Rainfall Factor
Go
Verified Recharge from Rainfall in Silty Alluvial Areas for Known Minimum Rainfall Factor
Go
Verified Recharge from Rainfall in West Coast Alluvial Areas for Known Minimum Rainfall Factor
Go
Minimum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms (12)
Verified Possible Recharge in Clayey Alluvial Area given Minimum value of Specific Yield for Area
Go
Verified Possible Recharge in Hard Rock Area with Kartstified Limestone given Minimum Specific Yield
Go
Verified Possible recharge in hard rock area with laterite for minimum specific yield of area
Go
Verified Possible recharge in hard rock area with limestone given minimum specific yield of area
Go
Verified Possible Recharge in Hard Rock Area with Low Clay Content given Minimum value of Specific Yield
Go
Verified Possible Recharge in Hard Rock Area with Massive, poorly fractured Rock
Go
Verified Possible Recharge in Hard Rock Area with Phyllites, Shales given Minimum Specific Yield
Go
Verified Possible recharge in hard rock area with quartzite given minimum specific yield
Go
Verified Possible recharge in hard rock area with sandstone for minimum specific yield
Go
Verified Possible Recharge in Hard Rock Area with significant Clay Content
Go
Verified Possible Recharge in Hard Rock Area with Weathered or Vesicular, Jointed Basalt
Go
Verified Possible Recharge in Silty Alluvial Area given Minimum value of Specific Yield for Area
Go
1 More Minimum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators
Go
Modified Universal Soil Loss Equation (5)
Verified Crop Management Factor given Sediment Yield from Individual Storm
Go
Verified Sediment Yield from Individual Storm
Go
Verified Storm Runoff Volume given Sediment Yield from Individual Storm
Go
Verified Support Cultivation Practice given Sediment Yield from Individual Storm
Go
Verified Topographic Factor given Sediment Yield from Individual Storm
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1 More Modified Universal Soil Loss Equation Calculators
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Modulus of Elasticity (1)
Created Young's Modulus of Elasticity as per ACI 318 Building Code Requirements for Reinforced Concrete
Go
4 More Modulus of Elasticity Calculators
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Moments acting on Arch Dam (1)
Verified Moments given Rotation due to Moment on Arch Dam
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6 More Moments acting on Arch Dam Calculators
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Momentum in Open Channel Flow Specific Force (1)
Verified Vertical Depth of Centroid of Area given Specific Force with Top Width
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4 More Momentum in Open Channel Flow Specific Force Calculators
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Momentum Theory of Propellers (4)
Verified Flow Velocity given Rate of Flow through Propeller
Go
Verified Input Power
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Verified Output Power given Input Power
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Verified Power Lost given Input Power
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10 More Momentum Theory of Propellers Calculators
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Mooring Forces (1)
Verified Velocity at Surface given Shear Stress at Water Surface
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25 More Mooring Forces Calculators
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Movement of Sediments from Watersheds (1)
Verified Equation for Sediment Delivery Ratio
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2 More Movement of Sediments from Watersheds Calculators
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Multiple Inlets (5)
Verified Maximum Velocity in Inlet Throat given Total Maximum Discharge
Go
Verified Ocean Tide Amplitude given Total Maximum Discharge for Total of all Inlets
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Verified Surface Area of Bay or Basin given Total Maximum Discharge
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Verified Tidal Period given Total Maximum Discharge for Total of all Inlets
Go
Verified Total Maximum Discharge for Total of all Inlets
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Newton’s Friction Postulation (5)
Verified Dynamic Viscosity given Kinematic Viscosity
Go
Verified Dynamic Viscosity of Fluid given Fluid Filling Width between Plates
Go
Verified Fluid Filling Width between Plates given Shear Force Per Unit Area or Shear Stress
Go
Verified Relationship between Dynamic Viscosity and Kinematic Viscosity
Go
Verified Velocity of Upper Plate given Shear force per unit Area or Shear Stress
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4 More Newton’s Friction Postulation Calculators
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Non Linear Wave Theory (12)
Verified First Type of Mean Fluid Speed
Go
Verified Mean Depth given Second Type of Mean Fluid Speed
Go
Verified Mean Depth in Stokes' Second Approximation to Wave Speed if there is no Mass Transport
Go
Verified Relative Height of Highest Wave as Function of Wavelength Obtained by Fenton
Go
Verified Second Type of Mean Fluid Speed
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Verified Stokes' Second Approximation to Wave Speed if there is no Mass Transport
Go
Verified Ursell Number
Go
Verified Volume Flow Rate in Stokes' Second Approximation to Wave Speed if there is no Mass Transport
Go
Verified Volume Flow Rate per unit Span Underneath Waves given Second Type of Mean Fluid Speed
Go
Verified Wave Height given Ursell Number
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Verified Wave Speed given First Type of Mean Fluid Speed
Go
Verified Wave Speed given Second Type of Mean Fluid Speed
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2 More Non Linear Wave Theory Calculators
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Normal Takeoff Cases under Estimation of Runway Length (8)
Verified Clearway Distance
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Verified Clearway Distance given Field Length
Go
Verified Field Length
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Verified Full Strength Pavement Distance
Go
Verified Lift off Distance given Clearway Distance
Go
Verified Takeoff Distance given Clearway Distance
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Verified Takeoff Distance given Takeoff Run
Go
Verified Takeoff Run
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Number of Connectors in Bridges (1)
Verified Number of Connectors in Bridges
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17 More Number of Connectors in Bridges Calculators
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Number of Connectors Required for Building Construction (5)
Created Maximum Moment in Span given Number of Shear Connectors
Go
Created Moment at Concentrated Load given Number of Shear Connectors
Go
Created Number of Shear Connectors
Go
Created Number of Shear Connectors required between Maximum and Zero Moment
Go
Created Total Number of Connectors Resisting Total Horizontal Shear
Go
Offsets from Long Chord (3)
Verified Mid Ordinate given Ox
Go
Verified Mid Ordinate when Offsets from Long Chord is Used for Setting Out
Go
Verified Offset at Distance x from Mid-Point
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Ogee Spillway (4)
Created Coefficient of Spillway given Discharge over Ogee Spillway
Go
Created Discharge over Ogee Spillway
Go
Created Head above Crest given Discharge over Ogee Spillway
Go
Created Length of Spillway given Discharge over Ogee Spillway
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Open and Closed Basins (2)
Verified Basin Length along Axis for Closed Basin
Go
Verified Number of Nodes along Long Basin Axis in Closed Basin
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1 More Open and Closed Basins Calculators
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Orifice Meter (5)
Verified Actual Velocity given Theoretical Velocity at Section 2
Go
Verified Area at Section 2 or at Vena Contracta
Go
Verified Discharge through Pipe given Coefficient of Discharge
Go
Verified Theoretical Velocity at Section 1 in Orifice Meter
Go
Verified Theoretical Velocity at Section 2 in Orifice Meter
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6 More Orifice Meter Calculators
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Parabola (1)
Verified UDL given Parabolic Equation for Cable Slope
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2 More Parabola Calculators
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Parabolic Cable Tension and Length (3)
Verified Length of Cable for UDL on Parabolic Cable
Go
Verified Parabolic Equation for Cable Slope
Go
Verified Span of Cable for Length of Cable for UDL on Parabolic Cable
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9 More Parabolic Cable Tension and Length Calculators
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Parabolic Curves (7)
Created Distance from Point of Vertical Curve to Lowest Point on Sag Curve
Go
Created Elevation of Lowest Point on Sag Curve
Go
Created Elevation of Point of Vertical Curvature
Go
Created Elevation of Point of Vertical Intersection
Go
Created Elevation of PVC given Elevation of Lowest Point on Sag Curve
Go
Created Length of Curve using Rate of change of Grade in Parabolic Curves
Go
Created Rate of Change of Grade given Distance from PVC to Lowest Point on Sag Curve
Go
Parabolic Grit Chamber (2)
Verified Area of Parabolic Channel given Width of Parabolic Channel
Go
Verified Flow Area of Throat given Discharge
Go
4 More Parabolic Grit Chamber Calculators
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Parametric Spectrum Models (8)
Verified Fetch Length given Frequency at Spectral Peak
Go
Verified Fetch Length given Scaling Parameter
Go
Verified Frequency at Spectral Peak
Go
Verified JONSWAP Spectrum for Fetch-limited Seas
Go
Verified Phillip's Equilibrium Range of Spectrum for Fully Developed Sea in Deep Water
Go
Verified Scaling Parameter
Go
Verified Wind Speed at Elevation 10m above Sea Surface given Frequency at Spectral Peak
Go
Verified Wind Speed at Elevation 10m above Sea Surface given Scaling Parameter
Go
8 More Parametric Spectrum Models Calculators
Go
Perpendicular Offsets from Tangents (2)
Verified Approximate Equation for Offset at Distance x from Mid-Point
Go
Verified Radius given Approximate Equation for Offset
Go
Pitot Tube (1)
Verified Height of Fluid raised in Tube given Actual Velocity of Flowing Stream
Go
3 More Pitot Tube Calculators
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Plain Suction Dredge (4)
Verified Flow Velocity in Suction Pipe
Go
Verified Hydraulic Loss Coefficient from Suction Pipe Entrance to Pump
Go
Verified Specific Weight of Mixture in Suction Pipe
Go
Verified Vacuum at Pump Entrance Expressed as Head of Water
Go
5 More Plain Suction Dredge Calculators
Go
Polymer Feed Rate (1)
Verified Polymer Feed Rate as Volumetric Flow Rate
Go
6 More Polymer Feed Rate Calculators
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Ponding Considerations in Buildings (7)
Created Capacity Spectrum
Go
Created Collapse Prevention Level
Go
Created Length of Primary Member using Collapse Prevention Level
Go
Created Length of Secondary Member given Capacity Spectrum
Go
Created Length of Secondary Member using Collapse Prevention Level
Go
Created Moment of Inertia of Primary Member using Collapse Prevention Level
Go
Created Moment of Inertia of Secondary Member given Capacity Spectrum
Go
Post Tensioned Members (12)
Created Allowable Bearing Stress in Local Zone
Go
Created Allowable Stress given End Zone Reinforcement
Go
Created Bearing Stress in Local Zone
Go
Created Bursting Force for Square End Zone
Go
Created Cube Strength at Transfer given Allowable Bearing Stress
Go
Created End Zone Reinforcement along Transmission Length
Go
Created End Zone Reinforcement in each Direction
Go
Created Length of Side of Bearing Plate given Bursting Force for Square End Zone
Go
Created Prestress in Tendon given Bearing Stress
Go
Created Prestress in Tendon given Bursting Force for Square End Zone
Go
Created Stress in Transverse Reinforcement given End Zone Reinforcement
Go
Created Transverse Dimension of End Zone given Bursting Force for Square End Zone
Go
Practical Channel Sections (5)
Verified Depth of Flow given Wetted Area of Triangular Channel Section
Go
Verified Hydraulic Radius of Triangular Channel Section
Go
Verified Wetted Area of Trapezoidal Channel Section
Go
Verified Wetted Area of Triangular Channel Section
Go
Verified Wetted Perimeter of Triangular Channel Section
Go
3 More Practical Channel Sections Calculators
Go
Pre Tensioned Members (3)
Created Bond Length given Development Length of Section
Go
Created Development Length of Section
Go
Created Transmission Length given Development Length of Section
Go
Predicting Waves in Deep Water (1)
Verified Significant Wave Period from Bretschneider Empirical Relationships
Go
3 More Predicting Waves in Deep Water Calculators
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Pressure Component (8)
Verified Atmospheric Pressure given Total or Absolute Pressure
Go
Verified Correction Factor given Height of Surface Waves based on Subsurface Measurements
Go
Verified Depth below SWL of Pressure Gauge
Go
Verified Phase Angle for Total or Absolute Pressure
Go
Verified Radian Frequency given Wave Period
Go
Verified Total or Absolute Pressure
Go
Verified Total Pressure given Gauge Pressure
Go
Verified Wave Period given Average Frequency
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6 More Pressure Component Calculators
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Pressure Diagram (7)
Created Depth of Center of Pressure
Go
Created Length of Prism given Total Pressure by Volume of Prism
Go
Created Pressure Intensity for Bottom Edge of Plane Surface
Go
Created Pressure Intensity for Top Edge of Plane Surface
Go
Created Total Pressure by Volume of Prism
Go
Created Vertical Depth given Pressure Intensity for Bottom Edge of Plane Surface
Go
Created Vertical Depth given Pressure Intensity for Top Edge of Plane Surface
Go
Pressure Gradient (2)
Verified Pressure Gradient given Shear Stress at any Cylindrical Element
Go
Verified Pressure Gradients given Mean Velocity of Flow
Go
5 More Pressure Gradient Calculators
Go
Pressure Reference Factor (4)
Verified Pressure given Height of Surface Waves based on Subsurface Measurements
Go
Verified Pressure Reference Factor given Height of Surface Waves based on Subsurface Measurements
Go
Verified Pressure Response Factor at Bottom
Go
Verified Wavelength for Pressure Response Factor at bottom
Go
3 More Pressure Reference Factor Calculators
Go
Proportional Weir or Sutro Weir (8)
Created Coefficient of Discharge given Constant for Rectangular Shaped Aperture Weir
Go
Created Constant for Small Rectangular Shaped Aperture Weir
Go
Created Constant given Discharge through Small Rectangular Shaped Aperture Weir
Go
Created Discharge through Small Rectangular Shaped Aperture Weir
Go
Created Head given Discharge through Small Rectangular Shaped Aperture Weir
Go
Created Height of Aperture given Constant for Rectangular Shaped Aperture Weir
Go
Created Height of Aperture given Discharge through Small Rectangular Shaped Aperture Weir
Go
Created Width of Aperture given Constant for Rectangular Shaped Aperture Weir
Go
Quantity of seepage (3)
Verified Number of Equipotential Drops of Net given Quantity of Seepage in Length of Dam
Go
Verified Quantity of Seepage in Length of Dam under Consideration
Go
Verified Seepage Discharge in Earth Dam
Go
3 More Quantity of seepage Calculators
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Quarter Elliptical Springs (7)
Verified Deflection given Proof Load in Quarter Elliptical Spring
Go
Verified Length given Proof Load in Quarter Elliptical Spring
Go
Verified Modulus of Elasticity given Proof Load in Quarter Elliptical Spring
Go
Verified Number of Plates given Proof Load in Quarter Elliptical Spring
Go
Verified Proof Load in Quarter Elliptical Spring
Go
Verified Thickness given Proof Load in Quarter Elliptical Spring
Go
Verified Width given Proof Load in Quarter Elliptical Spring
Go
Radial Thickness of Element (1)
Verified Radial Thickness of Element given Rotation due to Shear on Arch Dam
Go
3 More Radial Thickness of Element Calculators
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Radius of Pipe (1)
Verified Radius of Pipe for Mean Velocity of Flow
Go
4 More Radius of Pipe Calculators
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Radius of the Wheel (3)
Created Radius of Wheel for Tangential Velocity at Inlet Tip of Vane
Go
Created Radius of Wheel for Tangential Velocity at Outlet Tip of Vane
Go
Created Radius of Wheel given Angular Momentum at Inlet
Go
Rainfall Erosivity Factor (2)
Verified Kinetic Energy of Storm given Rainfall Erosion Index Unit
Go
Verified Maximum 30 Minutes Rainfall Intensity given Rainfall Erosion Index Unit of Storm
Go
1 More Rainfall Erosivity Factor Calculators
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Rainwater Accumulation and Drainage on Bridges (4)
Verified Drainage Area given Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Verified Runoff Coefficient given Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Verified Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Verified Traffic Lane given Deck Width for Handling Rainwater Runoff to Drain Scuppers
Go
3 More Rainwater Accumulation and Drainage on Bridges Calculators
Go
Recuperation Test (5)
Verified Area of Well given Specific Capacity per unit Well Area of Aquifer
Go
Verified Area of Well when Discharged from Open Well is Considered
Go
Verified Discharge from Open Well under Depression Head
Go
Verified Proportionality Constant given Specific Capacity per unit well Area of Aquifer
Go
Verified Specific Capacity per unit Well Area for Discharge from Open Well
Go
4 More Recuperation Test Calculators
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Reflection from Structures (6)
Verified Reflection Coefficient in Coastal Structures
Go
Verified Reflection Coefficient in Coastal Structures with Dolos-Armored Breakwaters - Monochromatic Waves
Go
Verified Reflection Coefficient in Coastal Structures with Plane Slope-Irregular Waves
Go
Verified Reflection Coefficient in Coastal Structures with Plane Slope-Monochromatic Waves
Go
Verified Reflection Coefficient in Coastal Structures with Rubble-Mound Breakwaters
Go
Verified Reflection Coefficient in Coastal Structures with Tetrapod-Armored Breakwaters - Irregular Waves
Go
Relation between Forces on the Prototype and Forces on the Model (10)
Verified Density of Fluid for Ratio of Inertial Forces and Viscous Forces
Go
Verified Dynamic Viscosity for Ratio of Inertial Forces and Viscous Force
Go
Verified Inertial Forces given Kinematic Viscosity
Go
Verified Inertial Forces using Newton's Friction Model
Go
Verified Kinematic Viscosity for Ratio of Inertial Forces and Viscous Force
Go
Verified Length for Ratio of Inertial Forces and Viscous Forces
Go
Verified Length given Kinematic Viscosity, Ratio of Inertial forces and Viscous forces
Go
Verified Velocity given Kinematic Viscosity, Ratio of Inertial Forces and Viscous Forces
Go
Verified Velocity given Ratio of Inertial Forces and Viscous Forces using Newton's Friction model
Go
Verified Viscous Forces using Newton's Friction model
Go
8 More Relation between Forces on the Prototype and Forces on the Model Calculators
Go
Return Period and Encounter Probability (4)
Verified Cumulative Probability of Design Significant Wave Height given Return Period
Go
Verified Encounter Probability
Go
Verified Return Period given Cumulative Probability
Go
Verified Time Interval Associated with Each Data Point given Return Period
Go
5 More Return Period and Encounter Probability Calculators
Go
Salinity Variations with Tide (1)
Verified Rate of Energy Dissipation given Dimensionless Stratification Number
Go
18 More Salinity Variations with Tide Calculators
Go
Scale Factor (9)
Verified Scale Factor for Acceleration given Scale Factor for Time and Velocity
Go
Verified Scale Factor for Kinematic Viscosity given Scale Factor for Time and Length
Go
Verified Scale Factor for Length given Scale Factor for Acceleration
Go
Verified Scale Factor for Length given Scale Factor for Time
Go
Verified Scale Factor for Length given Scale Factor for Time and Kinematic Viscosity
Go
Verified Scale Factor for Time
Go
Verified Scale Factor for Time given Scale Factor for Acceleration
Go
Verified Scale Factor for Time given Scale Factor for Length and Kinematic Viscosity
Go
Verified Scale Factor for Velocity given Scale Factor for Time
Go
6 More Scale Factor Calculators
Go
Section Modulus for Various Shapes (2)
Verified Breadth of Rectangular Shape given Section Modulus
Go
Verified Section Modulus of Rectangular Shape
Go
13 More Section Modulus for Various Shapes Calculators
Go
Sediment Transport along Coasts (8)
Verified Deepwater Wave Height for Total Transport
Go
Verified Refraction Coefficient at Breaker Line given Total Littoral Transport in Breaker Zone in m3 per Year
Go
Verified Total Littoral Transport in Entire Breaker Zone in CERC Formula
Go
Verified Total Transport given by Galvin
Go
Verified Wave Height in Deepwater for Total Littoral Transport in Breaker Zone in Cubic Meter per Year
Go
Verified Wave Height in Deepwater given Total Littoral Transport in Entire Breaker Zone in CERC Formula
Go
Verified Wave Speed in Deepwater for Total Littoral Transport in Breaker Zone in Cubic Meter per Year
Go
Verified Wave Speed in Deepwater for Total Littoral Transport in Entire Breaker Zone in CERC Formula
Go
Seismic Loads (3)
Verified Fundamental Period for Reinforced Concrete Frames
Go
Verified Fundamental Period given Seismic Response Coefficient
Go
Verified Response Modification Factor
Go
18 More Seismic Loads Calculators
Go
Setting Out Curve using Offsets from Chords (5)
Verified Deflection Angle of First Chord
Go
Verified First Offset given First Chord Length
Go
Verified Length of First Chord for given Deflection Angle of First Chord
Go
Verified N-th Offset using Chords Produced
Go
Verified Second Offset using Chord Lengths
Go
Shear on Connectors (3)
Created Actual Area of Effective Concrete Flange given Total Horizontal Shear
Go
Created Specified Compressive Strength of Concrete given Total Horizontal Shear
Go
Created Total Horizontal Shear
Go
6 More Shear on Connectors Calculators
Go
Shear Range (4)
Verified Allowable Horizontal Shear for Individual Connector for 100,000 Cycles
Go
Verified Allowable Horizontal Shear for Welded Studs for 100,000 Cycles
Go
Verified Allowable Horizontal Shear for Welded Studs for 500,000 Cycles
Go
Verified Moment of Inertia of Transformed Section given Horizontal Shear Range
Go
8 More Shear Range Calculators
Go
Shoaling, Refraction and Breaking (16)
Verified Beach Slope given Breaking Wave and Wave Height at Breaking Point
Go
Verified Breaking Wave given wave height at Breaking Point
Go
Verified Deepwater Wave Height for Shoaling Coefficient and Refraction Coefficient
Go
Verified Deepwater Wavelength for Shoaling Coefficient in Shallow Water
Go
Verified Deepwater Wavelength given Wave Breaking and Wave Height at Breaking Point
Go
Verified Distance between Two Rays at General Point
Go
Verified Refraction Coefficient
Go
Verified Refraction Coefficient given Relative Change of Wave Height
Go
Verified Shoaling Coefficient
Go
Verified Shoaling Coefficient given Wave Celerity
Go
Verified Shoaling Coefficient in Shallow Water
Go
Verified Water Depth given Shoaling Coefficient in Shallow Water
Go
Verified Water Depth when Reduced Shoaling Coefficient in Shallow Water
Go
Verified Wave Height at Breaking Point given Breaking Wave
Go
Verified Wave Height given Shoaling Coefficient and Refraction Coefficient
Go
Verified Wave Length for Reduced Shoaling Coefficient in Shallow Water
Go
Simple Circular Curve (8)
Verified Apex Distance
Go
Verified Length of Curve if 20m Chord Definition
Go
Verified Length of Curve if 30m Chord Definition
Go
Verified Mid Ordinate
Go
Verified Radius given Apex Distance
Go
Verified Radius of Curve given Long Chord
Go
Verified Radius of Curve given Tangent
Go
Verified Tangent Length
Go
3 More Simple Circular Curve Calculators
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Skin Friction (2)
Verified Skin Friction Coefficient given Skin Friction of Vessel
Go
Verified Skin Friction of Vessel due to Flow of Water over Wetted Surface Area of Vessel
Go
4 More Skin Friction Calculators
Go
SMB Prediction Method (4)
Verified Duration of Wind in SMB Prediction Method
Go
Verified Period of Significant Wave in SMB Prediction Method
Go
Verified Wind Speed given Duration of Wind in SMB Prediction Method
Go
Verified Wind Speed given Fetch Parameter in SMB Prediction Method
Go
5 More SMB Prediction Method Calculators
Go
Specific Capacity (1)
Verified Specific capacity per unit well area of aquifer
Go
2 More Specific Capacity Calculators
Go
Specific Energy and Critical Depth (6)
Verified Datum Height for Total Energy per unit Weight of Water in Flow Section
Go
Verified Depth of Flow given Total Energy in Flow Section taking Bed Slope as Datum
Go
Verified Depth of Flow given Total Energy per Unit Weight of Water in Flow Section
Go
Verified Discharge through Section Considering Condition of Maximum Discharge
Go
Verified Mean Velocity of Flow for Total Energy per Unit Weight of Water in Flow Section
Go
Verified Mean Velocity of flow given Total Energy in flow section taking Bed Slope as Datum
Go
17 More Specific Energy and Critical Depth Calculators
Go
Spring of Square Section Wire (6)
Verified Deflection of Square Section Wire Spring
Go
Verified Load given Deflection of Square Section Wire Spring
Go
Verified Mean radius given Deflection of Square Section Wire Spring
Go
Verified Modulus of Rigidity using Deflection of Square Section Wire Spring
Go
Verified Number of Coils given Deflection of Square Section Wire Spring
Go
Verified Width given Deflection of Square Section Wire Spring
Go
Springs in Parallel and Series Load (4)
Verified Springs in Parallel - Load
Go
Verified Springs in Parallel - Spring Constant
Go
Verified Springs in Series- Deflection
Go
Verified Springs in Series- Spring Constant
Go
Square Section Wire (5)
Verified Mean Radius given Stiffness of Square Section Wire Spring
Go
Verified Modulus of Rigidity given Stiffness of Square Section Wire Spring
Go
Verified Number of Spring Coils given Stiffness of Square Section Wire Spring
Go
Verified Stiffness of Square Section Wire Spring
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Verified Width given Stiffness of Square Section Wire Spring
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SSD (3)
Verified Stopping Sight Distance for Velocity in meter per second
Go
Verified Stopping Sight Distance on Level Ground with Breaking Efficiency
Go
Verified Stopping Sight Distance on Upward Inclined Surface
Go
4 More SSD Calculators
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Stability of Submerged and Floating Bodies (4)
Created Restoring Couple when Floating Body in Stable Equilibrium
Go
Created Righting Couple when Floating Body in Unstable Equilibrium
Go
Created Weight of Body given Restoring Couple
Go
Created Weight of Body given Righting Couple
Go
Static Salt Wedge (1)
Verified Non-dimensional Intrusion or Salt Wedge Length
Go
7 More Static Salt Wedge Calculators
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Steady Laminar Flow in Circular Pipes (6)
Verified Distance of Element from Center Line given Head Loss
Go
Verified Distance of Element from Center line given Shear Stress at any Cylindrical Element
Go
Verified Distance of Element from Center Line given Velocity Gradient at Cylindrical Element
Go
Verified Maximum Velocity at Axis of Cylindrical Element given Mean Velocity of Flow
Go
Verified Shear Stress at any Cylindrical Element
Go
Verified Shear Stress at any Cylindrical Element given Head Loss
Go
4 More Steady Laminar Flow in Circular Pipes Calculators
Go
Stiffness (1)
Verified Modulus of Rigidity given Stiffness of Spring
Go
4 More Stiffness Calculators
Go
Strain Energy (3)
Verified Eccentricity for Solid Circular Sector to Maintain Stress as Wholly Compressive
Go
Verified Eccentricity in Column for Hollow Circular Section when Stress at Extreme Fibre is Zero
Go
Verified Section Modulus to Maintain Stress as Wholly Compressive given Eccentricity
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4 More Strain Energy Calculators
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Strain Energy stored by the Member (1)
Verified Area of Member given Strain Energy Stored by Member
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4 More Strain Energy stored by the Member Calculators
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Strain Energy stored per unit Volume (1)
Verified Stress generated due to Strain Energy Stored per Unit Volume
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2 More Strain Energy stored per unit Volume Calculators
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Stresses in Bi Axial Loading (2)
Verified Stress along X- Direction with known Shear Stress in Bi-Axial Loading
Go
Verified Stress along Y- Direction using Shear Stress in Bi-Axial Loading
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2 More Stresses in Bi Axial Loading Calculators
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Stresses of Members Subjected to Axial Loading (1)
Verified Angle of Oblique plane when Member Subjected to Axial Loading
Go
5 More Stresses of Members Subjected to Axial Loading Calculators
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Structural Numbers for Flexible Pavements (12)
Created Actual Thickness of Base Course given Structural Number
Go
Created Actual Thickness of Subbase Course given Structural Number
Go
Created Actual Thickness of Surface Course given Structural Number
Go
Created Drainage Coefficient for Base Course given Structural Number
Go
Created Drainage Coefficient of Subbase using Structural Number
Go
Created Layer Coefficient for Subbase Course using Structural Number
Go
Created Layer Coefficient of Base Course given Structural Number
Go
Created Layer Coefficient of Surface Course using Structural Number
Go
Created Structural Number for Base Course
Go
Created Structural Number for Subbase Course
Go
Created Structural Number for Surface Course
Go
Created Structural Number to Withstand Anticipated Axle Loads
Go
Submerged Weirs (17)
Created Coefficient of Discharge given Discharge through Drowned Portion
Go
Created Coefficient of Discharge given Discharge through Free Weir Portion
Go
Created Coefficient of Discharge if Velocity is Approached for Submerged Weir
Go
Created Coefficient of Discharge if Velocity is Approached given Discharge through Free Weir
Go
Created Discharge through Drowned Portion
Go
Created Discharge through Drowned Portion given Total Discharge over Submerged Weir
Go
Created Discharge through Free Weir if Velocity is Approached
Go
Created Discharge through Free Weir Portion
Go
Created Discharge through Free Weir Portion given Total Discharge over Submerged Weir
Go
Created Discharge through Submerged Weir if Velocity is Approached
Go
Created Head on Downstream Weir for Discharge through Free Weir Portion
Go
Created Head on Upstream Weir for Discharge through Drowned Portion
Go
Created Head on Upstream Weir given Discharge through Free Weir Portion
Go
Created Length of Crest for Discharge through Drowned Portion
Go
Created Length of Crest for Discharge through Free Weir
Go
Created Length of Crest for Discharge through Free Weir Portion
Go
Created Total Discharge over Submerged Weir
Go
Suddenly Applied Load (1)
Verified Load given Stress due to suddenly Applied Load
Go
2 More Suddenly Applied Load Calculators
Go
Superelevation (5)
Verified Cant given Width of Pavement
Go
Verified Gauge Width of Track given Cant
Go
Verified Pavement Width given Cant
Go
Verified Radius of Curve given Cant for Road
Go
Verified Railway Cant
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Supports at Same Level (3)
Verified Sag of Cable at Midway between supports given Horizontal Component of Cable Tension for UDL
Go
Verified Span Length given Horizontal Component of Cable Tension for UDL
Go
Verified UDL given Vertical Reaction at Supports
Go
7 More Supports at Same Level Calculators
Go
Surge due to Sudden Reduction of Flow (1)
Verified Depth of Flow using Absolute Velocity of Surge when Flow is Completely Stopped
Go
11 More Surge due to Sudden Reduction of Flow Calculators
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Tangential momentum and Tangential velocity (6)
Created Tangential Momentum of Fluid Striking Vanes at Inlet
Go
Created Tangential Momentum of Fluid Striking Vanes at Outlet
Go
Created Tangential Velocity at Inlet Tip of Vane
Go
Created Tangential Velocity at Outlet Tip of Vane
Go
Created Velocity given Tangential Momentum of Fluid Striking Vanes at Inlet
Go
Created Velocity given Tangential Momentum of Fluid Striking Vanes at Outlet
Go
Temperature Stresses and Strains (2)
Verified Change in Temperature using Temperature Stress for Tapering Rod
Go
Verified Modulus of Elasticity using Hoop Stress due to Temperature Fall
Go
7 More Temperature Stresses and Strains Calculators
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Tidal Prism (13)
Verified Average Area over Channel Length given Tidal Prism of Non-Sinusoidal Prototype Flow
Go
Verified Depth of Water at Current Meter Location
Go
Verified Hydraulic Radius of Entire Cross-Section
Go
Verified Maximum Cross-Sectionally Averaged Velocity given Tidal Prism of Non-sinusoidal Prototype Flow
Go
Verified Maximum Ebb Tide Discharge Accounting for Non-Sinusoidal Character of Prototype Flow by Keulegan
Go
Verified Maximum Velocity Averaged over Entire Cross-Section
Go
Verified Point Measurement of Maximum Velocity
Go
Verified Tidal Period Accounting for Non-sinusoidal Character of Prototype Flow by Keulegan
Go
Verified Tidal Period given Maximum Instantaneous Ebb Tide Discharge and Tidal Prism
Go
Verified Tidal Period when Tidal Prism Accounting for Non-sinusoidal Prototype Flow by Keulegan
Go
Verified Tidal Prism Filling Bay Accounting for Non-sinusoidal Prototype Flow by Keulegan
Go
Verified Tidal Prism filling Bay given Maximum Ebb Tide Discharge
Go
Verified Tidal Prism for Non-sinusoidal character of Prototype Flow by Keulegan
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5 More Tidal Prism Calculators
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Tide Producing Forces (10)
Verified Distance from center of Earth to center of Sun given Attractive Force Potentials
Go
Verified Distance of point located on surface of Earth to center of Moon
Go
Verified Distance of point located on surface of earth to center of sun
Go
Verified Gravitational constant given radius of Earth and acceleration of gravity
Go
Verified Greenwich Time Measured
Go
Verified Local Time given Greenwich Time Measured
Go
Verified Local Time Meridian given Greenwich Time Measured
Go
Verified Modified form of epoch accounting for longitude and time meridian corrections
Go
Verified Phase Lag given Modified Epoch that accounts for longitude and Time Meridian Corrections
Go
Verified Poisson Probability Law for Number of Storms simulated per year
Go
3 More Tide Producing Forces Calculators
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Time Period of Transverse Oscillation of a Floating Body (2)
Created Radius of Gyration of Body given Time Period
Go
Created Time Period of One Complete Oscillations
Go
Time Required to Empty a Reservoir with Rectangular Weir (19)
Created Bazins Constant given Time Required to Lower Liquid Surface
Go
Created Coefficient of Discharge for Time Required to Lower Liquid Surface
Go
Created Coefficient of Discharge given Time required to Lower Liquid for Triangular Notch
Go
Created Cross Sectional Area given Time required to Lower Liquid for Triangular Notch
Go
Created Cross Sectional Area given Time required to Lower Liquid Surface
Go
Created Cross Sectional Area given time required to Lower Liquid Surface using Bazins Formula
Go
Created Head given Time Required to Lower Liquid Surface using Francis Formula
Go
Created Head1 given Time Required to Lower Liquid for Triangular Notch
Go
Created Head1 given Time Required to Lower Liquid Surface
Go
Created Head1 given Time Required to Lower Liquid Surface using Bazins Formula
Go
Created Head2 given Time Required to Lower Liquid for Triangular Notch
Go
Created Head2 given Time Required to Lower Liquid Surface
Go
Created Head2 given Time Required to Lower Liquid Surface using Bazins Formula
Go
Created Length of Crest for time required to Lower Liquid Surface
Go
Created Length of Crest given Time Required to Lower Liquid Surface using Francis Formula
Go
Created Time Required to Lower Liquid Surface
Go
Created Time Required to Lower Liquid Surface for Triangular Notch
Go
Created Time Required to Lower Liquid Surface using Bazins Formula
Go
Created Time Required to Lower Liquid Surface using Francis Formula
Go
Torque Exerted on a Wheel with Radial Curved Vanes (21)
Created Angular Momentum at Inlet
Go
Created Angular Momentum at Outlet
Go
Created Angular Velocity for Work Done on Wheel per Second
Go
Created Efficiency of System
Go
Created Initial Velocity for Work Done if Jet leaves in Motion of Wheel
Go
Created Initial Velocity given Power Delivered to Wheel
Go
Created Initial Velocity when Work Done at Vane Angle is 90 and Velocity is Zero
Go
Created Mass of Fluid Striking Vane per Second
Go
Created Power Delivered to Wheel
Go
Created Radius at Inlet for Work Done on Wheel per Second
Go
Created Radius at Inlet with Known Torque by Fluid
Go
Created Radius at Outlet for Torque Exerted by Fluid
Go
Created Radius at Outlet for Work Done on Wheel per Second
Go
Created Speed of Wheel given Tangential Velocity at Inlet Tip of Vane
Go
Created Speed of Wheel given Tangential Velocity at Outlet Tip of Vane
Go
Created Torque Exerted by Fluid
Go
Created Velocity at Point given Efficiency of System
Go
Created Velocity for Work Done if there is no Loss of Energy
Go
Created Velocity given Angular Momentum at Inlet
Go
Created Velocity given Angular Momentum at Outlet
Go
Created Velocity given Efficiency of System
Go
Torsion (4)
Verified Modulus of rigidity
Go
Verified Polar Moment of Inertia given twisting moment along with maximum permissible shear stress
Go
Verified Radius given Twisting moment and Polar Moment of Inertia of shaft
Go
Verified Shaft length for given maximum permissible shear stress and modulus of rigidity
Go
14 More Torsion Calculators
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Total Pressure on Curved Surface (7)
Created Direction of Resultant Force
Go
Created Horizontal Force given Direction of Resultant Force
Go
Created Horizontal Pressure given Resultant Force
Go
Created Resultant Force by Parallelogram of Forces
Go
Created Total Pressure on Elementary Area
Go
Created Vertical Pressure given Direction of Resultant Force
Go
Created Vertical Pressure given Resultant Force
Go
Transition (Spiral) Curves (4)
Created Minimum Length of Spiral
Go
Created Radius of Circular Curve Minimum Length
Go
Created Rate of Increase of Radial Acceleration
Go
Created Vehicle Velocity given Minimum Length of Spiral
Go
Trapezoidal Section (1)
Verified Hydraulic Radius of Most Efficient Channel
Go
12 More Trapezoidal Section Calculators
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Triangular Section (2)
Verified Depth of Flow given Hydraulic Radius in Most Efficient Triangular channel
Go
Verified Hydraulic Radius in Efficient channel
Go
Ultimate Shear Strength of Connectors in Bridges (3)
Verified 28-day Compressive Strength of Concrete given Ultimate Shear Connector Strength for Channels
Go
Verified Diameter of Connector given Ultimate Shear Connector Strength for Welded Studs
Go
Verified Ultimate Shear Connector Strength for Channels
Go
6 More Ultimate Shear Strength of Connectors in Bridges Calculators
Go
Unconfined Flow (2)
Verified Coefficient of Permeability when Equilibrium Equation for Well in Unconfined Aquifer
Go
Verified Discharge at Edge of Zone of Influence
Go
3 More Unconfined Flow Calculators
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Uniform Turbulent Flow (3)
Verified Average Height of Roughness Protrusions given Mean Velocity of flow in Rough Channels
Go
Verified Hydraulic Radius given Mean Velocity of flow in Rough Channels
Go
Verified Hydraulic Radius given Mean Velocity of flow in Smooth Channels
Go
6 More Uniform Turbulent Flow Calculators
Go
Universal Soil Loss Equation (6)
Verified Cover Management Factor given Soil Loss per unit Area in unit Time
Go
Verified Equation for Topographic Factor
Go
Verified Slop Steepness Factor given Soil Loss per unit Area in unit Time
Go
Verified Slope Length Factor given Soil Loss Per Unit Area in Unit Time
Go
Verified Soil Loss Per Unit Area in Unit Time
Go
Verified Support Practice Factor given Soil Loss per Unit Area in Unit Time
Go
2 More Universal Soil Loss Equation Calculators
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Unsteady Flow in a Confined Aquifer (3)
Verified Drawdown
Go
Verified Drawdown at Time Interval 't1'
Go
Verified Drawdown at Time Interval 't2'
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8 More Unsteady Flow in a Confined Aquifer Calculators
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Velocity at Inlet (3)
Created Velocity at Inlet given Torque by Fluid
Go
Created Velocity at Inlet given Work Done on Wheel
Go
Created Velocity at Inlet when Work Done at Vane Angle is 90 and Velocity is Zero
Go
Velocity at Outlet (4)
Created Velocity at Outlet given Power Delivered to Wheel
Go
Created Velocity at Outlet given Torque by Fluid
Go
Created Velocity at Outlet given Work Done if Jet leaves in Motion of Wheel
Go
Created Velocity at Outlet given Work Done on Wheel
Go
Velocity of Jet (3)
Created Velocity of jet for dynamic thrust exerted by jet on plate
Go
Created Velocity of Jet given Normal Thrust Normal to Direction of Jet
Go
Created Velocity of Jet given Normal Thrust Parallel to Direction of Jet
Go
Venturi Meter (5)
Verified Density of Liquid in Pipe given Venturi Head
Go
Verified Density of Manometric Liquid given Venturi Head
Go
Verified Inlet Area given Theoretical Discharge
Go
Verified Venturi Head given Difference in Levels of Manometric Liquid in Two Limbs
Go
Verified Venturi Head given Theoretical Discharge through Pipe
Go
5 More Venturi Meter Calculators
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Volumetric Strain of a Rectangular Bar (1)
Verified Strain along Breadth given Volumetric Strain of Rectangular Bar
Go
3 More Volumetric Strain of a Rectangular Bar Calculators
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Volumetric Strain of Sphere (2)
Verified Strain given Volumetric Strain of Sphere
Go
Verified Volumetric Strain of Sphere given Lateral Strain
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3 More Volumetric Strain of Sphere Calculators
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Water Power Engineering (9)
Created Average Load given Load Factor for Turbo-generators
Go
Created Energy Actually Produced given Plant Factor
Go
Created Load Factor for Turbo-generators
Go
Created Maximum Energy Produced using Plant Factor
Go
Created Maximum Power Developed given Utilization Factor
Go
Created Peak Load given Load Factor for Turbo-Generators
Go
Created Plant Factor
Go
Created Total Power that can be Developed given Utilization Factor
Go
Created Utilization Factor
Go
Wave Current Interaction (10)
Verified Angle Wave Orthogonal makes with Current in Non-propagated Wave Values on Forbidden Region
Go
Verified Channel Depth in Non-propagated Wave Values
Go
Verified Channel Depth in Non-propagated Wave values in Forbidden Region
Go
Verified Channel Velocity in Non-propagated Wave Values in Forbidden Region
Go
Verified Effect of Current on Wave Height
Go
Verified Inlet Current Wave Height Factor
Go
Verified Non-propagated Wave Values in Forbidden Region Boundary Line
Go
Verified Non-propagated Wave Values in Forbidden Region of Boundary Line
Go
Verified Wave Height Entering Inlet
Go
Verified Wave Period in Non-propagated Wave Values
Go
Wave Energy (13)
Verified Deepwater Celerity given Wave Power of Deepwater
Go
Verified Potential Energy given Total Wave Energy
Go
Verified Specific Energy or Energy Density given Wave Height
Go
Verified Specific Energy or Energy Density given Wavelength and Wave Energy
Go
Verified Total Wave Energy for Wave Power of Deepwater
Go
Verified Total Wave Energy given Kinetic Energy and Potential Energy
Go
Verified Total Wave Energy given Wave Power for Shallow Water
Go
Verified Total Wave Energy in one Wavelength per unit Crest Width
Go
Verified Wave Celerity given Wave Power for Shallow Water
Go
Verified Wave Height given Total Wave Energy in one Wavelength per unit Crest Width
Go
Verified Wave Power for Deepwater
Go
Verified Wave Power for Shallow Water
Go
Verified Wavelength for Total Wave Energy in Wavelength per unit Crest Width
Go
Wave Height (1)
Verified Wave Height given Wave Period for North Atlantic Ocean
Go
19 More Wave Height Calculators
Go
Wave Parameters (4)
Verified Maximum Wave Steepness for Waves Travelling
Go
Verified Wave Amplitude given Elevation of Water Surface Relative to SWL
Go
Verified Wave Height given Maximum Wave Steepness Limit by Michell
Go
Verified Wavelength given Maximum Wave Steepness Limit by Michell
Go
14 More Wave Parameters Calculators
Go
Wave Period (3)
Verified Average Period for Wave Period of Same Energy as Irregular Train
Go
Verified Wave Period for North Atlantic Ocean
Go
Verified Wave Period of same Energy
Go
13 More Wave Period Calculators
Go
Wave Power (7)
Verified Group Wave Celerity for Power per unit Crest Length
Go
Verified Power per unit Crest Length
Go
Verified Power per unit Crest Length given Ratio of Group Velocity to Phase Velocity
Go
Verified Wave Celerity given Power per unit Crest Length
Go
Verified Wave Energy for Power per unit Crest Length
Go
Verified Wave Period for Certain Wave Phase Velocity
Go
Verified Wavelength given Certain Wave Phase Velocity
Go
2 More Wave Power Calculators
Go
Wave Setup (20)
Verified Beach Slope given Nonbreaking Upper Limit of Runup
Go
Verified Breaker Depth Index given Set-down at Breaker Point at Still-Water Shoreline
Go
Verified Cross-Shore Component of Cross-Shore directed Radiation Stress
Go
Verified Deepwater Wave Height given Nonbreaking Upper Limit of Runup on Uniform Slope
Go
Verified Deepwater Wave Height given Wave Runup above Mean Water Level
Go
Verified Mean Water Surface Elevation given Total Water Depth
Go
Verified Nonbreaking Upper Limit of Runup on Uniform Slope
Go
Verified Set down for Regular Waves
Go
Verified Setdown at Breaker Point at Still-Water Shoreline
Go
Verified Setup at Mean Shoreline
Go
Verified Setup at Still-Water Shoreline
Go
Verified Shoreward Displacement of Shoreline
Go
Verified Still Water Depth given Total Water Depth
Go
Verified Surf Similarity Parameter given Wave Runup above Mean Water Level
Go
Verified Total Water Depth
Go
Verified Water Depth at Breaking given Setdown at Breaker Point at Still-Water Shoreline
Go
Verified Water Depth given Cross Shore Component
Go
Verified Wave Height given Cross-Shore Component
Go
Verified Wave Height given Mean Water Surface Elevation Set down for Regular Waves
Go
Verified Wave Runup above Mean Water Level
Go
Wave Statistics Relationships (11)
Verified Average of Waves based upon Rayleigh Distribution
Go
Verified Average of Waves given Significant Wave Height
Go
Verified Probability of Exceedance of Wave Height
Go
Verified Root Mean Square Wave Height
Go
Verified Root Mean Square Wave Height given Average of Waves based upon Rayleigh Distribution
Go
Verified Root Mean Square Wave Height given Significant Wave Height based on Rayleigh Distribution
Go
Verified Significant Wave Height given Average of Waves
Go
Verified Significant Wave Height of Record based upon Rayleigh Distribution
Go
Verified Significant Wave Height of Record for Probability of Exceedance
Go
Verified Standard Deviation of Wave Height
Go
Verified Wave Height of Record for Probability of Exceedance
Go
Weight of the Fluid (9)
Created Weight of Fluid for Work Done if there is no loss of Energy
Go
Created Weight of Fluid for Work Done on Wheel per Second
Go
Created Weight of Fluid given Angular Momentum at Inlet
Go
Created Weight of Fluid given Angular Momentum at Outlet
Go
Created Weight of Fluid given Mass of Fluid Striking Vane per Second
Go
Created Weight of Fluid given Power Delivered to Wheel
Go
Created Weight of Fluid given Tangential Momentum of Fluid Striking Vanes at Inlet
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Created Weight of Fluid given Work Done if Jet leaves in Motion of Wheel
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Created Weight of Fluid when Work Done at Vane Angle is 90 and Velocity is Zero
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Welded Connections (8)
Created Carbon Content
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Created Carbon Equivalent of Structural Steel
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Created Chromium Content given Carbon Equivalent
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Created Copper given Carbon Equivalent
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Created Manganese Content
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Created Molybdenum given Carbon Equivalent
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Created Nickel Content given Carbon Equivalent
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Created Vanadium given Carbon Equivalent
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Well Loss (1)
Verified Equation for Total Drawdown at Well
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2 More Well Loss Calculators
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When Piston Velocity is Negligible to Average Velocity of Oil in Clearance Space (2)
Verified Diameter of Piston given Shear Stress
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Verified Dynamic Viscosity for Pressure Drop over Length
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12 More When Piston Velocity is Negligible to Average Velocity of Oil in Clearance Space Calculators
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When Shear Force is Negligible (1)
Verified Dynamic Viscosity for Total Force in piston
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1 More When Shear Force is Negligible Calculators
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Wide Rectangular Channel (3)
Verified Bed Slope of Channel given Slope of Dynamic Equation of Gradually Varied Flow
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Verified Normal Depth of Channel given Slope of Dynamic Equation of Gradually Varied Flow
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Verified Slope of Dynamic Equations of Gradually Varied Flow
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5 More Wide Rectangular Channel Calculators
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Width of Channel (3)
Verified Width of Parabolic Channel
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Verified Width of Throat given Critical Depth
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Verified Width of Throat given Maximum Discharge
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1 More Width of Channel Calculators
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Wind Pressure (1)
Verified Unit Weight of Material given Wind Pressure
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2 More Wind Pressure Calculators
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Work Done (4)
Created Work Done for Radial Discharge at Vane Angle is 90 and Velocity is Zero
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Created Work Done if Jet leaves in Direction as that of Motion of Wheel
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Created Work Done if there is no Loss of Energy
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Created Work Done on Wheel per Second
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Zuider zee formula (1)
Verified Zuider Zee Formula for Fetch Length given Setup above Pool Level
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5 More Zuider zee formula Calculators
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Percentage calculator Fraction calculator LCM HCF Calculator
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