Calculators Created by M Naveen

Verified Group Velocity

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

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Verified Radian Frequency when Wave Propagation is Given

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Verified Surface Elevation

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

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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 when Group Velocity is Given

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Verified Wavenumber when Wave Speed is Given

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

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Verified Field Length (Total Amount of Runway needed)

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Verified Full Strength Pavement Distance

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Verified Full Strength Pavement Distance when Field Length is Given

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Verified Stopway Distance when Field Length is Given

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Verified Stopway Distance when Full Strength Pavement Distance is Given

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Verified Constant of Proportionality for greater Air Trip Distances

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

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

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

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

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

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

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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 when Travel by Air Passengers between Cities is Given

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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 when Travel by Air Passengers between Cities is Given

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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 in terms of Travel Cost

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1 More Air Trip Distribution Models Calculators

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Verified True Mach Number

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

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

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Verified Desired Take off Weight

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

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Verified Drag Force to the Vehicle Body

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Verified Friction Force due to Rolling Resistance

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

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

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

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

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Verified Operating Empty Weight when Desired Take off Weight is Given

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Verified Payload Carried when Desired Take off Weight is Given

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

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Verified Speed of Sound in terms of True Match Number

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

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Verified True Match Number when True Aircraft Speed

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

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

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7 More Aircraft Runway Length Estimation Calculators

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Verified Moment Gradient Factor when Smaller and Larger Beam End Moment is Given

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2 More Allowable Stress Design for Bridge Beams Calculators

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Verified Shear Buckling Coefficient when Allowable Shear stress for Flexural Members in Bridges is Given

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2 More Allowable Stress Design for Shear in Bridges Calculators

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Created Compressive thrust on the conduit wall

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Created Compressive thrust when axial load is given

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Created design pressure(Pv) acting on the steel

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Created design pressure(Pv) if the height of cover is less than one pipe diameter

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Created Design pressure(Pv) when compressive thrust is given

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Created design pressure(Pv) when the height of cover is equal to, or greater than, one pipe diameter

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Created Design stress when saftey factor 2 is applied.

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Created Flexibilty factor limits

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Created Metal thickness when flexibility factor is given

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Created Required wall area of width when allowable stress is given

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Created The ultimate wall stress when the ratio D/r does not exceed 294

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Created The ultimate wall stress when the ratio D/r is more than 500

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Created The ultimate wall stress when the ratio D/r r exceeds 294 but not 500

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Created Total load when design pressure(Pv) is given

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Verified Change in Rate of Flow when Torque Exerted on the Fluid is Given

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Verified Radial distance r1 when Torque Exerted on the Fluid is Given

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Verified Radial distance r2 when Torque Exerted on the Fluid is Given

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Verified Torque Exerted on the Fluid

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Verified Velocity at Radial distance r1 when Torque Exerted on the Fluid is Given

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Verified Velocity at Radial distance r2 when Torque Exerted on the Fluid is Given

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Verified Depth at which Reservoir is Completely filled up

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

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Verified Incremental Sediment Volume

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Verified Original Reservoir Area at the 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 the Reservoir

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Created Amount of Hydropower (P)

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Created Effective Head when Amount of Hydropower is given

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Created Effective Head when Energy through Hydraulic Turbines is given

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

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

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Created Energy through Hydraulic Turbines

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Created Head (H) when Amount of Hydropower is given

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

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Created Head Loss when Amount of Hydropower is given

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Created Head Loss when Energy through Hydraulic Turbines is given

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Created Period of Flow when Energy through Hydraulic Turbines is given

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

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

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Created Absolute Pressure (P)

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Created Absolute Temperature when Absolute Pressure (P) is given

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Created Adiabatic Index

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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 when Mass Density is given

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

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

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Created Continuity Equation for Compressible Fluids

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Created External Work Done by the Gas in Adiabatic Process

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

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

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Created Gas Constant when Absolute Pressure (P) is given

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

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

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Created Mass Density when Absolute Pressure(P) is given

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

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

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

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

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Created Pressure when Constant is given

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

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

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Created Total Energy(Et) in a Compressible Fluids

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Created Total Heat (H) Supplied to a Gas

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

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

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Created Beam Depth when Horizontal Shearing Stress is Given

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Created Beam Width when Extreme Fiber Stress for a Rectangular Timber Beam is Given

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Created Beam Width when Horizontal Shearing Stress is Given

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Created Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given

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Created Extreme Fiber Stress for a Rectangular Timber Beam when Section Modulus is Given

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Created Extreme Fiber Stress in Bending for a Rectangular Timber Beam

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Created Horizontal Shearing Stress in a Rectangular Timber Beam

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Created Section Modulus

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Created Total Shear when Horizontal Shearing Stress is Given

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3 More Beams Calculators

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

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Verified Stress in Steel for Unshored Members

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7 More Bending Stresses Calculators

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Created Buoyancy Force (dF) on a Vertical Prism

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Created Buoyancy Force (dF) when Volume of Vertical Prism dV is given

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Created Buoyant Force for a Body Immersed in Fluid

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Created Buoyant Force on Entire Submerged Body

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Created Buoyant Force When a Body Floats at between two immiscible fluids of specificweights

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Created Cross Sectional Area of Prism when Buoyancy Force is given

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Created Cross Sectional Area of Prism when Volume of Vertical Prism dV is given

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Created Pressure Head Difference when Buoyancy Force is given

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Created Pressure Head Difference when Volume of Vertical Prism dV is given

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Created Specific Weight pf the Fluid when Buoyancy Force is given

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Created Total Buoyant Force when Volumes of the Elementary Prism Submerged in Fluids is given

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Created Volume of Submerged Body When Buoyant Force on Entire Submerged Body is given

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Created Volume of Vertical Prism dV

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Verified Natural frequency of each Cable

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Verified Span of Cable when Natural frequency of each Cable is Given

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2 More Cable Systems Calculators

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Verified Counterfort Shear Unit Stress on a Horizontal Section

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Created Shear Force on the Section

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Created Shear Force on the Section for a Vertical Wall Face

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Verified Cross Sectional Area of Tube when Dynamic Viscosity is Given

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Verified Diameter of Pipe when Dynamic Viscosity with time is Given

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Verified Diameter of Pipe when Kinematic Viscosity is Given

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Verified Length of Pipe when Kinematic Viscosity is Given

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Verified Time of Rise of Level from h1 to h2 when Dynamic Viscosity is Given

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Verified Time Required when Kinematic Viscosity is Given

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13 More Capillary Tube Viscometer Calculators

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

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4 More Catenary Calculators

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Verified Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

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5 More Catenary Cable Sag and Distance between Supports Calculators

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Created Column Buckling Stress Fc1 when Relative Material Cost is given

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Created Column Buckling Stress Fc2 when Relative Material Cost is given

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Created Cross Sectional Area1 when Material Cost Ratio is given

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Created Cross Sectional Area2 when Material Cost Ratio is given

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Created Material Cost Ratio

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Created Material price p1 when Material Cost Ratio is given

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Created Material price p2 when Material Cost Ratio is given

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Created Relative cost for Designing Fabricated Plate Girders

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Created Relative cost when Yield stress is given

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Created Relative Material Cost for Two Columns of Different Steels Carrying the Same Load

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Created Relative Material Cost ratio when Designed to Carry the Same Load

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Created Relative Price Factors when Relative Material Cost ratio is given

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Created Relative Weight for Designing Fabricated Plate Girders

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Created Relative Weight when Yield stresses given

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Created yield Stress Fy1 when Relative cost for Designing Fabricated Plate Girders is given

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Created yield Stress Fy1 when Relative Cost is given

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Created yield Stress Fy1 when Relative Weight for Designing Fabricated Plate Girders is given

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Created yield Stress Fy1 when Relative Weight is given

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Created Yield Stress Fy2 when Relative cost for Designing Fabricated Plate Girders is given

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Created Yield Stress Fy2 when Relative Cost is given

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Created Yield Stress Fy2 when Relative Weight for Designing Fabricated Plate Girders is given

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Created Yield Stress Fy2 when Relative Weight is given

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Created Yield Stress of Steel1 when Relative Material Cost ratio is given

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Created Yield Stress of Steel2 when Relative Material Cost ratio is given

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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 when length of curve is given

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Created Central angle of curve when length of long chord is given

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Created central angle of curve when tangent distance is given

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Created chord offset for chord of length(approximate)

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Created Degree of curve when central angle for portion of curve

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Created Degree of curve when length of curve is given

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Created Degree of curve when radius of curve is given(exact for arc definition, approx for chord definition)

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Created Degree of curve when radius of curve is given(exact for chord definition)

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Created Exeternal distance(Exact)

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Created Length of curve (chord) determined by central angle when central angle for portion of curve is given

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Created Length of curve (chord) determined by central angle when chord offset for chord of length is given

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Created Length of curve (chord) determined by central angle when tangent offset for chord of length is given

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Created Length of curve when central angle for portion of curve is given

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Created Length of curve(Exact)

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Created Length of long chord(Exact)

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Created Radius of curve when chord offset for chord of length is given

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Created Radius of curve when external distance is given

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Created Radius of curve when length of long chord is given

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Created Radius of curve when midordinate is given

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Created radius of curve when tangent distance is given

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Created Radius of curve when tangent offset for chord of length is given

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Created Radius of curve(approximate for chord definition)

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Created Radius of curve(exact for chord definition)

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Created Tangent distance(Exact)

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Created Tangent offset for chord of length(approximate)

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Verified Angle of Sector when Wetted Perimeter is Given

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Verified Diameter of Section when Section Factor is Given

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Verified Diameter of Section when Top Width is Given

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Verified Diameter of Section when Wetted Perimeter is Given

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Verified Top Width for circle

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9 More Circular Section Calculators

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Verified Chezy Constant when Discharge through Channels is Given

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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 when Depth of flow in most Efficient Channel section is Given

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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 when Hydraulic Radius in most efficient channel for maximum velocity is Given

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13 More Circular section Calculators

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Verified Vorticity of fluid flows

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2 More Circulation and Vorticity Calculators

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Verified Radius of Inner Cylinder when Torque exerted on Inner Cylinder is Given

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Verified Radius of Inner Cylinder when Velocity Gradient is Given

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Verified Speed of Outer Cylinder when Dynamic Viscosity of Fluid is Given

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Verified Speed of Outer Cylinder when Torque exerted on Outer Cylinder is Given

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Verified Torque exerted on Inner Cylinder

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Verified Viscometer Constant when Total Torque is Given

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16 More Coaxial Cylinder Viscometers Calculators

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Created Allowable stress in the flanges

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Created Dead load moment when maximum stress in the bottom flange is given

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Created Dead load moment when maximum unit stress in steel is given

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Created Live load moment when maximum stress in the bottom flange is given

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Created Live load moment when maximum unit stress in steel is given

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Created Maximum unit stress in the steel

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Created section modulus of steel beam when maximum unit stress in steel is given

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Created Section modulus of transformed composite section when maximum stress in the bottom flange is given

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Created Section modulus of transformed composite section when maximum unit stress in steel is given

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Created The maximum stress in the bottom flange

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Created Yield strength when allowable stress in the flange is given

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Verified Barometric Efficiency in terms of Compressibility Parameters

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Verified Coefficient of Storage for an Unconfined Aquifer

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

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1 More Compressibility of Aquifers Calculators

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Verified Area of Channel Section when Conveyance of Channel Section is Given

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Verified Area of Channel Section when Discharge is Given

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Verified Chezy Constant when Conveyance of Channel Section is Given

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Verified Hydraulic Radius of Channel Section when Discharge is Given

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15 More Computation of Uniform Flow Calculators

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

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

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5 More Confined Groundwater Flow between Water Bodies Calculators

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Verified Clearway Distance for a Continued Takeoff

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Verified Clearway Distance when Field Length under Continued Takeoff is Given

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Verified Clearway Distance when Takeoff Run is Given

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

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

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

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Verified Full Strength Pavement Distance when Field Length is Given

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

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Verified Takeoff Run for Continued Takeoff

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Verified Cross Sectional Area at Section 1 for a Steady Flow

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Verified Cross Sectional Area at Section when Discharge for Steady Incompressible Fluid is Given

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Verified Mass Density at Section 1 for a Steady Flow

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Verified Velocity at Section 1 for a Steady Flow

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Verified Velocity at Section when Discharge through a Section for Steady Incompressible Fluid is Given

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4 More Continuity Equation Calculators

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Created Equation for Crack Control Specific Limits

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Created Stress Calculated in Crack Control

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Verified Critical Depth when Critical Energy for Triangular Channel is Given

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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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Verified Apex Distance

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Verified Length of Curve if 20m Chord Definition is Used

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Verified Length of Curve if 30m Chord Definition is Used

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Verified Long Chord Length

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Verified Mid Ordinate

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Verified Radius of Curve when Long Chord is Given

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Verified Radius of Curve when Tangent is Given

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Verified Radius when Apex Distance is Given

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Verified Tangent Length

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3 More Curves Calculators

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Verified Liquid Column Height when Pressure Intensity at a radial distance r from axis is Given

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4 More Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal. Calculators

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Verified Centripetal acceleration exerted on the liquid mass at a radial distance r from axis.

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Verified Constant Angular Velocity when Centripetal acceleration at a radial distance r from axis is Given

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Verified Constant Angular Velocity when Equation of Free Surface of liquid is Given

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Verified Equation of Free Surface of liquid

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Verified Radial Distance when Centripetal acceleration from axis is Given

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Verified Radial Distance when Pressure at any point with origin at free surface is Given

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Verified Vertical Depth (z) when Pressure at any point with origin at free surface is Given

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2 More Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical Calculators

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Verified Density of Liquid with mean velocity when Shear Stress with Friction Factor is Given

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Verified Friction Factor when Shear Stress with density is Given

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Verified Length of Pipe when Head Loss due to Frictional Resistance is Given

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Verified Mean Velocity of Flow when Shear Stress with Friction Factor is Given

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Verified Reynolds Number when Friction Factor is Given

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Verified Shear Stress when Friction Factor is Given

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Verified Shear Stress when Friction Factor with density is Given

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Verified Specific Weight of Liquid when Shear Stress with Friction Factor is Given

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25 More Darcy – Weisbach Equation Calculators

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Verified Diameter of Piston when Shear Force Resisting the Motion of Piston is Given

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Verified Diameter of Piston when Shear Stress resisting the Motion of Piston is Given

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Verified Dynamic Viscosity when Shear Stress resisting the Motion of Piston is Given

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Verified Length of Piston when Shear Force Resisting the Motion of Piston is Given

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Verified Length of Piston when Vertical Upward Force on Piston is Given

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Verified Shear Force Resisting the Motion of Piston

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Verified Total Forces

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Verified Velocity of Piston when Shear Force Resisting the Motion of Piston is Given

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Verified Velocity of Pistons when Pressure Drop over the Length of Piston is Given

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Verified Vertical Force when Total Force is Given

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26 More Dash - Pot Mechanism Calculators

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Verified Equation for Unit Weight of Deposit

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7 More Density of Sediment Deposits Calculators

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Verified Slope of Streamline

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2 More Description of the Flow Pattern Calculators

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Verified Polymer Feed Rate as Volumetric Flow Rate

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

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Verified Dynamic Viscosity when Mean Velocity Gradient is Given

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Verified Hydraulic Retention Time when Volume of Rapid Mix Basin is Given

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Verified Mean Velocity Gradient when Power Requirement is Given

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Verified Power Requirement when Mean Velocity Gradient is Given

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Verified Required Volume of the Flocculation Basin

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Verified Retention Time when Volume of the Flocculation Basin is Given

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Verified Volume of Mixing Tank when Mean Velocity Gradient is Given

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12 More Design of Rapid Mix Basin and Flocculation Basin Calculators

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Created Column Web Depth Clear of Fillets

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Created Column Yield Stress when Column Web Depth Clear of Fillets is given

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Created Column Yield Stress when Column Web Depth Clear of Fillets is given

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Created Column Yield Stress when Cross sectional area of Column Web Stiffeners is given

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Created Column Yield Stress when Thickness of the Column Flange is given

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Created Computed Force when Column Web Depth Clear of Fillets is given

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Created Computed Force when Column Web Depth Clear of Filletsis given

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Created Computed Force when Cross sectional area of Column Web Stiffeners is given

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Created Computed Force when Thickness of the Column Flange is given

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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 when Cross sectional area is given

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Created Stiffener Yield Stress when Cross sectional area of Column Web Stiffeners is given

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Created Thickness of Column Web when Column Web Depth Clear of Fillets is given

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Created Thickness of Column Web when Cross sectional area of Column Web Stiffeners

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Created Thickness of Flange when Cross sectional area of Column Web Stiffeners is given

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Created Thickness of the Column Flange

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Created Bulking stress

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Created Bulking stress For diameters greater than 126.5r/K

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Created Dead load pressure when thrust is given

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Created Flexibility factor

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Created Live load pressure when thrust is given

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Created modulus of elasticity when Bulking stress For diameters greater than 126.5r/K is given

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Created Modulus of elasticity when flexibility factor is given

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Created Moment of inertia when flexibility factor is given

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Created Pipe diameter when Bulking stress For diameters greater than 126.5r/K is given

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Created Pipe diameter when flexibility factor is given

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Created Pipe diamter when bulking stress is given

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Created Radius of gyration when Bulking stress For diameters greater than 126.5r/K is given

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Created Radius of gyration when bulking stress is given

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Created soil stiffness factor when Bulking stress For diameters greater than 126.5r/K is given

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Created Soil stiffness factor when bulking stress is given

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Created Span diameter when thrust is given

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Created Thrust of structure

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Created Angle Made by the Pendulum

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Created Distance Moved by Pendulum on the Horizontal scale

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Created Length of Plumb Line

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Verified Runoff quantity with full gutter flow

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10 More Disposing of storm water Calculators

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Verified Coefficient of Discharge of Elbow Meter when Discharge is Given

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3 More Elbow Meter Calculators

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

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

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

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Verified Height above the Reservoir Bed when Relative Depth is Given

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

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Verified New Total Depth of the Reservoir

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Verified Relative Area for Reservoir Type I (Lake)

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

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Verified Relative Area for Reservoir Type III (Hilly Region)

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Verified Relative Area for Reservoir Type IV (Gorge)

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Verified Relative Area when Soil Erodibility Factor is Known

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Verified Relative Depth at the New Zero Elevation

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Verified Sediment Area at any Height above the Datum

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Verified Soil Erodibility Factor

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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 when Incremental Area is Given

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Verified Volume of Sediment to be Distributed

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Verified Pressure when Pressure Head for a Steady Non Viscous Flow is Given

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Verified Velocity Head for a Steady Non Viscous Flow is Given

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Verified Velocity of Flow when Velocity Head for a Steady Non Viscous Flow is Given

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7 More Euler's Equation of Motion Calculators

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Created Allowable Bearing Stress on Projected Area of Fasteners

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Created Tensile Strength of the Connected Part when Allowable Bearing Stress is given

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

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

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

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Created Discharge Flowing in the Direction Parallel to the Plate

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Created Discharge Flowing by Jet

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

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

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

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

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

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

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

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

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

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Created Thrust Exerted in the Direction of Normal to the Plate

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

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

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

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Created Absolute Velocity when Mass of Fluid Striking the Plate is given

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

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Created Absolute Velocity(V) when Normal Thrust(Fx) Parallel to the Direction of Jet is given

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Created Absolute Velocity(V) when Normal Thrust(Fy) Normal to the Direction of Jet is given

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Created Cross Section Area when Mass of Fluid Striking the Plate is given

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

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

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

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Created Cross Sectional Area when Work Done by the Jet per Second is given

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Created Dynamic Thrust Exerted by the Jet on the Plate

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Created Mass of Fluid Striking the Plate

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Created Normal Thrust(Fx) Parallel to the Direction of Jet

Go

Created Normal Thrust(Fy) Normal to the Direction of Jet

Go

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

Go

Created Specific Gravity when Mass of Fluid Striking the Plate is given

Go

Created Specific Gravity when Normal Thrust(Fx) Parallel to the Direction of Jet is given

Go

Created Specific Gravity when Normal Thrust(Fy) Normal to the Direction of Jet is given

Go

Created Specific Gravity when Work Done by the Jet per Second is given

Go

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

Go

Created Specific Weight when Mass of Fluid Striking the Plate is given

Go

Created Specific Weight when Normal Thrust(Fx) Parallel to the Direction of Jet is given

Go

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

Go

Created Specific Weight when Work Done by the Jet per Second is given

Go

Created Velocity of Jet(u) Mass of Fluid Striking the Plate is given

Go

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

Go

Created Velocity of Jet(u) when Normal Thrust(Fx) Parallel to the Direction of Jet is given

Go

Created Velocity of Jet(u) when Normal Thrust(Fy) Normal to the Direction of Jet is given

Go

Created Work Done by the Jet per Second

Go

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

Go

Created Area of Cross Section of Jet when Mass of the Fluid is given

Go

Created Force Exerted by the Stationary Plate on the Jet

Go

Created Mass of the Fluid Striking the Plate

Go

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

Go

Created Specific Gravity when Mass of the Fluid is given

Go

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

Go

Created Specific Weight when Mass of the Fluid is given

Go

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

Go

Created Velocity when Mass of the Fluid is given

Go

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

Go

Created Absolute Velocity(V) when Mass of the Fluid Striking the Plate is given

Go

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

Go

Created Cross Sectional Area when Mass of the Fluid Striking the Plate is given

Go

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

Go

Created Dynamic Thrust Exerted by the Jet on the Plate

Go

Created Efficiency of the Wheel

Go

Created Mass of the Fluid Striking the Plate

Go

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

Go

Created Specific Gravity when Mass of the Fluid Striking the Plate is given

Go

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

Go

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

Go

Created Specific weight when Mass of the Fluid Striking the Plate is given

Go

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

Go

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

Go

Created Velocity of Jet(u) when Mass of the Fluid Striking the Plate is given

Go

Created Work Done by the Jet on the Plate per Second

Go

Created Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity Considered is given

Go

Created Acceleration Due to Gravity(g) when Discharge (Q) if the Velocity not Considered is given

Go

Created Acceleration due to Gravity(g) when Discharge Over the Weir(Q) is given

Go

Created Bazins Formula for Discharge if the Velocity is Considered

Go

Created Bazins Formula for Discharge if the Velocity is not Considered

Go

Created Coefficient (m) for Bazins Formula

Go

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

Go

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

Go

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

Go

Created Coefficient of Discharge(Cd) when Discharge (Q) if the Velocity Considered is given

Go

Created Coefficient of Discharge(Cd) when Discharge (Q) if the Velocity not Considered is given

Go

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

Go

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

Go

Created Discharge (Q) if the Velocity of Approach is Considered

Go

Created Discharge (Q) if the Velocity of Approach is not Considered

Go

Created Discharge (Q) Passing Over the Weir

Go

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

Go

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

Go

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

Go

Created Discharge Over the Weir(Q)

Go

Created Discharge(Q) for the Notch which is to be Caliberated

Go

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

Go

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

Go

Created Head (H) Over the Crest when Discharge (Q) if the Velocity not Considered is given

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Created Head when Discharge(Q) for the Notch which is to be Caliberated is given

Go

Created Length of the Crest when Discharge (Q) if the Velocity Considered is given

Go

Created Length of the Crest when Discharge (Q) if the Velocity not Considered is given

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Created Velocity Approach (Va)

Go

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

Go

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

Go

Verified Acceleration of Fluid when Sum of Total Forces influencing Motion of Fluid is Given

Go

Verified Mass of Fluid when Sum of Total Forces influencing Motion of Fluid is Given

Go

Verified Turbulent Force when Sum of Total Forces influencing Motion of Fluid is Given

Go

6 More Forces Acting on Fluid in Motion Calculators

Go

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

Go

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

Go

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

Go

12 More Generation-Distribution Models Calculators

Go

Verified Hydraulic Radius or Hydraulic Mean Depth

Go

Verified Top Width when Hydraulic Depth is Given

Go

4 More Geometrical Properties of Channel Section Calculators

Go

Verified Area of Section when Froude Number is Given

Go

Verified Normal Depth when Energy Slope of Rectangular channel through Chezy formula is Given

Go

Verified Total Energy

Go

25 More Gradually Varied Flow Calculators

Go

Verified Area of Parabolic Channel when Width of Parabolic Channel is Given

Go

Verified Critical Depth at Different Discharges

Go

Verified Critical Depth when Depth of Parabolic Channel is Given

Go

Verified Critical Depth when Maximum Discharge is Given

Go

Verified Critical Velocity when Discharge is Given

Go

Verified Critical Velocity when Maximum Discharge is Given

Go

Verified Depth of Parabolic Channel when Critical Depth is Given

Go

Verified Depth of Parabolic Channel when Width of Parabolic Channel is Given

Go

Verified Discharge when Critical Depth is Given

Go

Verified Discharge when Flow Area of Throat is Given

Go

Verified Flow Area of Throat when Discharge is Given

Go

Verified Maximum Discharge when Width of Throat is Given

Go

Verified Width of Parabolic Channel

Go

Verified Width of Throat when Critical Depth is Given

Go

Verified Width of Throat when Maximum Discharge is Given

Go

55 More Grit Chambers or Grit Channels Calculators

Go

Verified Rainfall Intensity when Kinetic Energy of the Storm is Known

Go

22 More Groundwater Level Fluctuation and Specific Yield Method Calculators

Go

Verified Dynamic Viscosity when Pressure Drop over the Length of Pipe is Given

Go

Verified Mean Velocity of Flow when Head Loss over the Length of Pipe is Given

Go

19 More Hagen–Poiseuille Equation Calculators

Go

Verified Conjugate Depth y2 when Froude Number Fr2 is Given

Go

Verified Energy loss in Hydraulic Jump

Go

9 More Hydraulic Jump in Rectangular Channel Calculators

Go

Verified Actual Velocity when Force exerted on Tank due to Jet is Given

Go

Verified Coefficient of Velocity when Force exerted on Tank due to Jet is Given

Go

Verified Head over Jet Hole when Force exerted on Tank due to Jet is Given

Go

5 More Jet Propulsion of Orifice Tank Calculators

Go

Verified Absolute Velocity of the Issuing Jet when Relative Velocity is Given

Go

Verified Absolute Velocity of the Issuing Jet when Work Done by the Jet on Ship is Given

Go

Verified Area of Issuing Jet when Weight of Water is Given

Go

Verified Area of Issuing Jet when Work Done by the Jet on Ship is Given

Go

Verified Kinetic Energy Available with the Water

Go

Verified Specific Weight of Liquid when Weight of Water is Given

Go

Verified Specific Weight of Liquid when Work Done by the Jet on Ship is Given

Go

Verified Velocity of the Jet relative to the Motion of the ship when Kinetic Energy is Given

Go

Verified Velocity of the Jet relative to the Motion of the ship when Weight of Water is Given

Go

Verified Velocity of the Moving Ship when Relative Velocity is Given

Go

Verified Velocity of the moving ship when Work Done by the Jet on Ship is Given

Go

Verified Weight of Water when Kinetic Energy is Given

Go

Verified Weight of Water when Relative Velocity is Given

Go

Verified Weight of Water when Work Done by the Jet on Ship is Given

Go

8 More Jet Propulsion of Ships Calculators

Go

Created Absolute Velocity when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given

Go

Created Absolute Velocity when Mass of Fluid Striking the Vane per Second is given

Go

Created Area of Cross Section when Force Exerted by the Jet in the Direction of Flow is given

Go

Created Area of Cross Section when Force Exerted by the Jet in the Direction of Flow of Jet is given

Go

Created Area of Cross Section when Force Exerted by the Jet with relative velocity is given

Go

Created Area of Cross Section when Mass of Fluid Striking the Vane per Second is given

Go

Created Area of Cross Section when Work Done by the Jet on the Vane per Second is given

Go

Created Efficiency of the Jet

Go

Created Efficiency of the Wheel

Go

Created Force Exerted by the Jet in the Direction of Flow of Incoming Jet

Go

Created Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle 0 is given

Go

Created Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle 90

Go

Created Force Exerted by the Jet in the Direction of Flow of Jet

Go

Created Force Exerted by the jet with relative velocity

Go

Created Kinetic Energy of Jet per Second

Go

Created Mass of Fluid Striking the Vane per Second

Go

Created Maximum Efficiency

Go

Created Specific Gravity when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given

Go

Created Specific Gravity when Force Exerted by the Jet in the Direction of Flow of Jet is given

Go

Created Specific Gravity when Force Exerted by the Jet with relative velocity is given

Go

Created Specific Gravity when Mass of Fluid Striking the Vane per Second is given

Go

Created Specific Gravity when Work Done by the Jet on the Vane per Second is given

Go

Created Specific Weight when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given

Go

Created Specific Weight when Force Exerted by the Jet in the Direction of Flow of Jet is given

Go

Created Specific Weight when Force Exerted by the Jet with relative velocity is given

Go

Created Specific Weight when Mass of Fluid Striking the Vane per Second is given

Go

Created Specific Weight when Work Done by the Jet on the Vane per Second is given

Go

Created Velocity of Jet(u) Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given

Go

Created Velocity of Jet(u) when Mass of Fluid Striking the Vane per Second is given

Go

Created Work Done by the Jet on the Vane per Second

Go

Created Work Done per Second when Efficiency of the Wheel is given

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Created Area of Cross Section when Mass of Fluid Striking the Vane per Second is given

Go

Created Mass of Fluid Striking the Vane per Second

Go

Created Specific Gravity when Mass of Fluid Striking the Vane per Second is given

Go

Created Specific Weight when Mass of Fluid Striking the Vane per Second is given

Go

Created Velocity at Inlet when Mass of Fluid Striking the Vane per Second is given

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Verified Annual Sediment Yield Rate

Go

3 More Khoslas's Equation Calculators

Go

Verified Stanton number for Colburn analogy

Go

12 More Laminar flow Calculators

Go

Verified Coefficient of Drag when density is known

Go

Verified Coefficient of Drag when Drag Force is Given

Go

Verified Coefficient of Drag when Reynolds Number is Given

Go

Verified Density of Fluid when Coefficient of Drag is Given

Go

Verified Density of Fluid when Drag Force is Given

Go

Verified Diameter of Sphere when Coefficient of Drag is Given

Go

Verified Diameter of Sphere when Terminal Fall Velocity is Given

Go

Verified Diameter of Spherical Surface when Specific weights are Given

Go

Verified Drag Force when Coefficient of Drag is Given

Go

Verified Dynamic Viscosity when Coefficient of Drag is Given

Go

Verified Projected Area when Drag Force is Given

Go

Verified Resistance Force on Spherical Surface

Go

Verified Reynolds Number when Coefficient of Drag is Given

Go

Verified Terminal Fall Velocity

Go

Verified Velocity of Sphere when Coefficient of Drag is Given

Go

Verified Velocity of Sphere when Drag Force is Given

Go

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

Go

Verified Dynamic Viscosity when Stress is Given

Go

Verified Mean Velocity of Flow when Shear Stress is Given

Go

Verified Pressure Gradient when Shear Stress is Given

Go

Verified Shear Stress when velocity is given

Go

8 More Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow Calculators

Go

Verified Distance Between Plates when Maximum Shear Stress is Given

Go

Verified Dynamic Viscosity when Pressure Difference is Given

Go

Verified Horizontal Distance when Shear Stress Distribution Profile is Given

Go

Verified Length of Pipe when Pressure Difference is Given

Go

Verified Mean Velocity of Flow when Pressure Head Drop is Given

Go

Verified Pressure Gradient when Shear Stress Distribution Profile is Given

Go

Verified Pressure Head Drop

Go

Verified Shear Stress Distribution Profile

Go

Verified Specific Weight of Fluid when Pressure Head Drop is Given

Go

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

Go

Verified Bed Shear Stress

Go

Verified Bed Slope when Bed Shear Stress is Given

Go

Verified Diameter of Section when Bed Shear Stress is Given

Go

Verified Diameter of Section when Potential Head Drop is Given

Go

Verified Diameter of Section when Slope of Channel is Given

Go

Verified Dynamic Viscosity when Discharge per unit channel width is Given

Go

Verified Dynamic Viscosity when Potential Head Drop is Given

Go

Verified Horizontal Distance when Slope of Channel is Given

Go

Verified Length of Pipe when Potential Head Drop is Given

Go

Verified Mean Velocity in flow

Go

Verified Mean Velocity of Flow when Potential Head Drop is Given

Go

Verified Potential Head Drop

Go

Verified Shear Stress when Slope of Channel is Given

Go

Verified Slope of Channel when Shear Stress is Given

Go

Verified Specific Weight of Liquid when Bed Shear Stress is Given

Go

Verified Specific Weight of Liquid when Mean Velocity of flow is Given

Go

Verified Specific Weight of Liquid when Potential Head Drop is Given

Go

Verified Specific Weight of Liquid when Slope of Channel is Given

Go

7 More Laminar Flow of Fluid in an Open Channel Calculators

Go

Verified Coefficient of Permeability when Velocity is Given

Go

Verified Hydraulic Gradient when Velocity is Given

Go

Verified Velocity Through Darcy's Law

Go

Verified Equation for Landing Distance

Go

Verified Stopping Distance when Landing Distance is Given

Go

2 More Landing Distance under Estimation of Runway Length Calculators

Go

Verified Length when Angle of Super Elevation is Given

Go

Verified Length when Change in Radial Acceleration is Given

Go

Verified Length when Comfort Condition Holds Good for Highways

Go

Verified Length when Comfort Condition Holds Good for Railways

Go

Verified Length when Time Rate is Given

Go

Verified Rate of Change of Radial Acceleration

Go

Verified Time Rate when Length is Given

Go

Verified Time Taken when Radial Acceleration is Given

Go

Verified Radian Frequency of the Wave

Go

13 More Linear Dispersion Relation of Linear Wave Calculators

Go

Verified Gauge Pressure at any point in liquid with height

Go

Verified Slope of Surface of Constant Pressure

Go

Verified Specific Weight of Liquids when Pressure at any point in liquid is Given

Go

Verified Vertical Depth Below Free Surface when Total Force exerted at any Section of the Container is Given

Go

11 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators

Go

Verified Atmospheric Pressure when Pressure at any point in liquid in constant vertical acceleration is Given

Go

Verified Mass of Liquid when Net Force Acting in Vertical Upward Direction of Tank is Given

Go

Verified Specific Weights of liquid when Gauge Pressure at any point in liquid is Given

Go

Verified Vertical Depth Below Free Surface when Pressure at point in liquid is Given

Go

8 More Liquid Containers Subjected To Constant Vertical Acceleration Calculators

Go

Verified Limiting Laterally Unbraced Length for Inelastic Lateral Buckling for Box Beams

Go

12 More Load and Resistance Factor Design for Building Beams Calculators

Go

Created Concentrated Load when Deflection at the Top Due to Fixed Against Rotation is given

Go

Created Concentrated Load when Deflection at the Top is given

Go

Created Modulus of Elasticity of the Wall Material when Deflection is given

Go

Created Modulus of Elasticity when Deflection at the Top Due to Concentrated Load is given

Go

Created Modulus of Elasticity when Deflection at the Top Due to Fixed Against Rotation is given

Go

Created The Deflection at the Top Due to Concentrated Load

Go

Created The Deflection at the Top Due to Fixed Against Rotation

Go

Created The Deflection at the Top Due to Uniform Load

Go

Created Wall Thickness when Deflection at the Top Due to Concentrated Load is given

Go

Created Wall Thickness when Deflection at the Top Due to Fixed Against Rotation is given

Go

Created Wall Thickness when Deflection is given

Go

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

Go

Verified Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD

Go

Verified Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given

Go

Verified Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given

Go

27 More Load Factor Design for Bridge Beams Calculators

Go

Verified Dynamic Viscosity when Pressure Gradient is Given

Go

Verified Pressure Gradient

Go

Verified Rate of Flow when Pressure Gradient is Given

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

10 More Maximum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators

Go

Created Pressure at Point m in a Pizometer

Go

Created Pressure head (hm) at point m in a pizometer

Go

Created Specific Weight of the liquid in a peizometer

Go

Created Distance Between the Centre of Gravity of these Wedges.

Go

Created Moment of the Turning Couple due to the Movement of the Liquid

Go

Created Volume of the Either Wedge

Go

Verified Discharge flow through Channel

Go

9 More Metering Flumes Calculators

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 Massive poorly Fractured Rocks

Go

Verified Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for known 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 Hard Rock Areas with Vesicular and jointed Basalt

Go

Verified Recharge from Rainfall in Hard Rock Areas with Weathered Basalt

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

Verified Possible Recharge in Clayey Alluvial Area when Minimum value of Specific Yield for the Area is Known

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

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 when Minimum value of Specific Yield for the Area is Known

Go

1 More Minimum Value of Specific Yield for Various Hydrogeologic Conditions based on Norms Calculators

Go

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

Go

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

Go

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

Go

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

Go

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

Go

6 More Modified form of Gravity Model used in Canada for Travel by Air Passengers between Cities Calculators

Go

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

Go

Verified Equation for Suspended Sediment Load

Go

Verified Sediment Yield from an Individual Storm

Go

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

Go

Verified Stream Flow Discharge when Suspended Sediment Load is Given

Go

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

Go

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

Go

2 More Modified Universal Soil Loss Equation Calculators

Go

Verified Vertical Depth of Centroid of Area when Specific Force with Top Width is Given

Go

5 More Momentum in Open-Channel Flow-Specific Force Calculators

Go

Verified Diameter of Propeller when Rate of Flow through Propeller is Given

Go

Verified Flow Velocity when Rate of Flow through Propeller is Given

Go

Verified Input Power

Go

Verified Jet Velocity when Rate of Flow through Propeller is Given

Go

Verified Jet Velocity when Thrust on the Propeller is Given

Go

Verified Output Power when Input Power is Given

Go

Verified Power Lost when Input Power is Given

Go

20 More Momentum Theory of Propellers Calculators

Go

Verified Equation for Sediment Delivery Ratio

Go

2 More Movement of Sediments from Watersheds Calculators

Go

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

Go

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

Go

12 More Multi-Airport Region Forecast Framework Calculators

Go

Verified First Type of Mean Fluid Speed

Go

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

Go

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

Go

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

Go

Verified Second Type of Mean Fluid Speed

Go

Verified Stokes’ Second Approximation to the Wave Speed if there is no Mass Transport

Go

Verified Ursell Number

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

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Verified Volume Flow Rate per unit Span Underneath the Waves when Second Type of Mean Fluid Speed is Given

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Verified Wave Height when Ursell number is Given

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

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

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2 More Non-Linear Wave Theory Calculators

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Verified Clearway Distance

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Verified Clearway Distance when Field Length is Given

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Verified Clearway Distance when Takeoff Run is Given

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Verified Field Length

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Verified Full Strength Pavement Distance when Field Length is Given

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Verified Lift off Distance when Clearway Distance is Given

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Verified Takeoff Distance when Clearway Distance is Given

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Verified Takeoff Distance when Takeoff Run is Given

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Verified Takeoff Run

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Verified Number of Connectors in Bridges

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17 More Number of Connectors in Bridges Calculators

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Created Actual area of effective concrete flange when total horizontal shear is given

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Created Area of steel beam when Total horizontal shear Vh is given

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Created Maximum Moment in Span when Number of Shear Connectors are Given

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Created Moment at Concentrated Load when Number of Shear Connectors are Given

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Created Number of Shear Connectors Between M max and Zero Moment when Number of Shear Connectors are Given

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Created Specified compressive strength of concrete when total horizontal shear is given

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Created The number of shear connectors

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Created The total horizontal shear

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Created Total horizontal shear Vh

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Created Total number of connectors to resist total horizontal shear

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Created Yield Strength when Total Horizontal Shear Vh is Given

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Verified Mid Ordinate when Offsets From Long Chord is Used for Setting Out

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Verified Mid Ordinate when Ox is Given

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Verified Offset at a Distance x from Mid Point

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Verified Actual Velocity when Theoretical Velocity at Section 2 is Given

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Verified Area at Section 2 or at Vena Contracta

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Verified Discharge through pipe when Coefficient of Discharge is Given

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Verified Theoretical Velocity at Section 1

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Verified Theoretical Velocity at Section 2

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6 More Orifice Meter Calculators

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Verified UDL when Parabolic Equation for the Cable Slope is Given

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2 More Parabola Calculators

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Verified Length of Cable for UDL on Parabolic Cable is Given

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Verified Parabolic Equation for the Cable Slope

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Verified Span of Cable when Length of Cable for UDL on Parabolic Cable is Given

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9 More Parabolic Cable Tension and Length Calculators

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Created Distance from PVC to Lowest Point on a Sag Curve

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Created Elevation of lowest point on a sag curve

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Created elevation of point x distant from PVC(point of vertical curvature)

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Created Elevation of PVC when elevation of lowest point on a sag curve is given

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Created Elevation of PVC(point of vertical curvature)

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Created Elevation of PVI(point of vertical intersection) when elevation of PVC is given

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Created grade at beginning of curve when elevation of point x distant from PVC is given

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Created Length of curve when rate of change of grade is given in parabolic curves

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Created Rate of change of grade in parabolic curves

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Created Rate of change of grade when distance from PVC to lowest point on a sag curve is given

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Verified Top Width when Hydraulic Radius is Given

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Verified Wetted Area

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Verified Wetted Perimeter for parabola

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10 More Parabolic Section Calculators

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Verified Approximate Equation for Offset at Distance x from Mid Point

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Verified Exact Equation for Offset at Distance x from Mid Point

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Verified Radius when Approximate Equation for Offset is Given

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Verified Coefficient of Velocity when Actual Velocity of the flowing Stream is Given

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Verified Height of fluid raised in tube when Actual Velocity of the flowing Stream is Given

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3 More Pitot Tube Calculators

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Created Atmospheric pressure P 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 (Po) According to Polytropic Process

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Created Positive Constant(n)

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Created Temperature Lapse Rate (dT/dZ)

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Created Capacity Spectrum

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Created Collapse Prevention Level

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Created Length of Primary Member when Collapse Prevention Level is given

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Created Length of Secondary Member when Capacity Spectrum is given

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Created length of secondary member when Collapse Prevention Level is given

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Created Moment of Inertia of Primary Member when Collapse Prevention Level is given

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Created Moment of Inertia of Secondary Member when Capacity Spectrum is given

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Verified Depth of Flow when Wetted Area of Triangular Channel Section is Given

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Verified Hydraulic Radius of Triangular Channel Section

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Verified Wetted Area of Trapezoidal Channel Section

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Verified Wetted Area of Triangular Channel Section

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Verified Wetted Perimeter of Triangular Channel Section

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3 More Practical Channel Sections Calculators

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Verified Significant Wave Period from Bretschneider Empirical Relationships

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3 More Predicting Waves in Deep Water Calculators

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Created Depth of the Center of Pressure

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

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Created Pressure Intensity (p2) for bottom Edge of the Plane Surface

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Created Pressure Intensity for Top Edge of the Plane Surface

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Created Specific Weight (w2) when Pressure Intensity (p2) for Bottom Edge of the Plane Surface is given

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

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

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Created Total Pressure by the Volume of Prism

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

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Created Verical Depth (h2) when Pressure Intensity (p2) for Bottom Edge of the Plane Surface is given

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

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

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Created Modulus of Elasticity

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4 More Properties in the Hardened State Calculators

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Verified Equation for Kinetic Energy of the Storm

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

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

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Verified Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given

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Verified Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given

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Verified Runoff Rate of Rainwater from a bridge during a Rainstorm

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

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3 More Rainwater Accumulation and Drainage on Bridges Calculators

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Verified Depth of Flow when Wetted Perimeter for rectangle is Given

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Verified Hydraulic Radius of open channel

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Verified Width of Section when Perimeter is Given

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10 More Rectangular Section Calculators

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Verified Specific Capacity per unit Well Area of the Aquifer

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

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Verified Discharge from an Open Well under a Depression Head

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

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4 More Recuperation Test Calculators

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Verified Specific Weight of Sphere when Dynamic Viscosity is Given

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4 More Redwood Viscometer Calculators

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Verified building height for steel frames when fundamental period is known

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Verified fundamental period for reinforced concrete frames

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Verified fundamental period when seismic response coefficient is given

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Verified response modification factor

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18 More Seismic Loads Calculators

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Verified Deflection Angle of First Chord

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Verified First Offset when First Chord Length is Given

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Verified Length of First Chord when Deflection Angle of First Chord is Given

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Verified n-th Offset using Chords Produced

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Verified Second Offset using Chord Lengths

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Verified Allowable Horizontal Shear for Individual Connector for 100,000 cycles

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Verified Allowable Horizontal Shear for welded studs for 100,000 cycles

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Verified Allowable Horizontal Shear for welded studs for 500,000 cycles

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Verified Moment of Inertia of Transformed Section when Horizontal Shear Range is Given

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8 More Shear Range Calculators

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Verified Beach Slope when Breaking Wave is Given

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Verified Breaking Wave

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

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Verified Deep-water Wavelength when Wave Breaking is Given

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Verified Distance between Two Rays at a General Point

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Verified Radian Frequency for Deep Water

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Verified Refraction Coefficient

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Verified Refraction Coefficient when Relative Change of Wave Height is Given

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Verified Shoaling Coefficient

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Verified Wave Height at Breaking Point when Breaking Wave is Given

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Verified Wave Height when Shoaling Coefficient and Refraction Coefficient is Given

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Verified Datum Height when Total Energy per unit weight of water in the flow section is Given

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Verified Depth of flow when Total Energy in the flow section taking Bed Slope as Datum is Given

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Verified Depth of flow when Total Energy per unit weight of water in the flow section is Given

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Verified Discharge through Section Considering the Condition of Maximum Discharge

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Verified Mean Velocity of flow when Total Energy in the flow section taking Bed Slope as Datum is Given

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Verified Mean Velocity of flow when Total Energy per unit weight of water in the flow section is Given

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17 More Specific Energy and Critical Depth Calculators

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Created Restoring Couple when Foating Body in Stable Equilibrium

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Created Righting Couple when Floating Body in Unstable Equilibrium

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Created Weight of the Body When Restoring Couple is given

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Created Weight of the Body when Righting Couple is given

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

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Verified Aircraft Gross Wing Area when Vehicle Stalling Speed is Given

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

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

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Verified Vehicle Speed Under Steady Flight Conditions

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Verified Vehicle Stalling Speed when Maximum Attainable Lift Coefficient is Given

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Verified Distance of Element from Center line when Head Loss is Given

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Verified Distance of Element from Center line when Shear Stress at any Cylindrical Element is Given

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Verified Distance of Element from Center line when Velocity Gradient at Cylindrical Element is Given

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Verified Length of Pipe when Shear Stress at any Cylindrical Element is Given

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Verified Maximum Velocity at axis of Cylindrical Element when Mean Velocity of Flow is Given

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Verified Mean Velocity of Flow when Maximum Velocity at axis of Cylindrical Element is Given

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Verified Mean Velocity of FLuid Flow

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

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Verified Pressure Gradients when Mean Velocity of Flow is Given

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Verified Radius of Pipe when Mean Velocity of Flow is Given

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Verified Shear Stress at any Cylindrical Element

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Verified Shear Stress at any Cylindrical Element when Head Loss is Given

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Verified Specific Weight of Liquid when Shear Stress at any Cylindrical Element is Given

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Verified Viscosity when Mean Velocity of Flow is Given

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

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Created Carbon Content

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Created Carbon Equivalent of the Structural Steel

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Created Chromiun Content when Carbon Equivalent is given

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Created Copper when Carbon Equivalent is given

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Created Manganese Content

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Created Molybdenum when Carbon Equivalent is given

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Created Nickel Content when Carbon Equivalent is given

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Created Vanadium when Carbon Equivalent is given

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Verified Extension of Circular Tapering Rod

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2 More Stress and Strain Calculators

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Created Actual Thickness of the Base Course when Structural Number is Given

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Created Actual Thickness of the Subbase Course when Structural Number is Given

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Created Actual Thickness of the Surface Course when Structural Number is Given

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Created Drainage Coefficient for the Base Course when Structural Number is Given

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Created Drainage Coefficient for the Subbase when Structural Number is Given

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Created Layer Coefficient for the Base Course when Structural Number is Given

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Created Layer Coefficient for the Subbase Course When Structural Number is Given

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Created Layer Coefficient for the Surface Course when Structural Number is Given

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Created Structural Number for the Base Course

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Created Structural Number for the Subbase Course

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Created Structural Number for the Surface Course

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Created Structural Number to Withstand Anticipated Axle Loads

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Verified Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given

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

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Verified UDL when Vertical Reaction at Supports is Given

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8 More Supports at Same Level Calculators

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Verified Depth of flow1 when Absolute velocity of the surge when the flow is completely stopped

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17 More Surge due to Sudden Reduction of Flow Calculators

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Created Area of Bar when Basic Development Length is Given

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Created Bar Steel Yield Strength when Basic Development Length for No 14 Bars is Given

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Created Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given

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Created Bar Steel Yield Strength when Basic Development Length is Given

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Created Basic Development Length for Bars and Wire in Tension

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Created Basic Development Length for No 14 Bars

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Created Basic Development Length for No 18 Bars

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Created Acceleration due to Gravity when Time Period is given

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Created Radius of Gyration of Body when Time Period is given

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Created Time Period of One Complete Oscillations

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Verified Equation for Topographic Factor

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Created Angular Momentum at Inlet

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Created Angular Momentum at Outlet

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Created Angular Velocity when Work Done on the Wheel per Second is given

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Created Efficiency of the System

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Created Final Velocity(u1) when Power Delivered to the Wheel is given

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

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

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

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Created Initial Velocity(u) when Power Delivered to the Wheel is given

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Created Mass of Fluid Striking Vane per Second

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Created Power Delivered to the Wheel

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Created Radius at Inlet(R) when Torque(T) Exerted by the Fluid is given

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Created Radius at Inlet(R) when Work Done on the Wheel per Second is given

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Created Radius at Outlet(R1) when Torque(T) Exerted by the Fluid is given

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Created Radius at Outlet(R1) when Work Done on the Wheel per Second is given

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Created Radius of the Wheel when Angular Momentum at Inlet is given

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Created Radius of the Wheel when Angular Momentum at Outlet is given

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Created Radius of the Wheel(R1) when Tangential Velocity(u) at the Inlet Tip of the Vane is given

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Created Radius of the Wheel(R1) when Tangential Velocity(u1) at the Outlet Tip of the Vane is given

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Created Specific Gravity when Angular Momentum at Inlet is given

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Created Specific Gravity when Angular Momentum at Outlet is given

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Created Specific Gravity when Mass of Fluid Striking Vane per Second is given

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Created Specific Gravity when Power Delivered to the Wheel is given

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Created Specific Gravity when Tangential Momentum of the Fluid Striking the Vanes at the Inlet is given

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Created Specific Gravity when Tangential Momentum of the Fluid Striking the Vanes at the Outlet is given

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Created Specific Gravity when Torque(T) Exerted by the Fluid is given

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

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

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

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Created Specific Gravity when Work Done on the Wheel per Second is given

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Created Specific Weight when Torque(T) Exerted by the Fluid is given

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Created Speed of the Wheel when Tangential Velocity(u) at the Inlet Tip of the Vane is given

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Created Speed of the Wheel(N) when Tangential Velocity(u1) at the Outlet Tip of the Vane is given

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Created Tangential Momentum of the Fluid Striking the Vanes at the Inlet

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Created Tangential Momentum of the Fluid Striking the Vanes at the outlet

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Created Tangential Velocity(u) at the Inlet Tip of the Vane

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Created Tangential Velocity(u1) at the Outlet Tip of the Vane

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Created Torque(T) Exerted by the Fluid

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

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

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

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

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

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Created Velocity at Inlet(Vw) when Power Delivered to the Wheel is given

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Created Velocity at Inlet(Vw) when Torque(T) Exerted by the Fluid is given

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Created Velocity at Inlet(Vw) when Work Done on the Wheel per Second is given

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Created Velocity at Outlet(Vw1) when Power Delivered to the Wheel is given

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Created Velocity at Outlet(Vw1) when Torque(T) Exerted by the Fluid is given

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

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Created Velocity at Outlet(Vw1) when Work Done on the Wheel per Second is given

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Created Velocity when Angular Momentum at Inlet is given

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Created Velocity when Angular Momentum at Outlet is given

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Created Velocity when Tangential Momentum of the Fluid Striking the Vanes at the Inlet is given

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Created Velocity when Tangential Momentum of the Fluid Striking the Vanes at the Outlet is given

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

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Created Weight of the Fluid when Angular Momentum at Inlet is given

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Created Weight of the Fluid when Angular Momentum at Outlet is given

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Created Weight of the Fluid when Mass of Fluid Striking Vane per Second is given

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Created Weight of the Fluid when Power Delivered to the Wheel is given

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Created Weight of the Fluid when Tangential Momentum of the Fluid Striking the Vanes at the Inlet is given

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Created Weight of the Fluid when Tangential Momentum of the Fluid Striking the Vanes at the Outet is given

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

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

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

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Created Weight of the Fluid when Work Done on the Wheel per Second is given

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

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

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Created Work Done if there is no Loss of Energy

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Created Work Done on the Wheel per Second

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Created Cross Sectional Area when Total Pressure on the Elementary Area is given

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Created Direction of the Resultant force p

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Created Horizontal Force when Direction of the Resultant force p is given

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Created Horizontal Pressure Acting on the Elementary Area

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Created Horizontal Pressure when Resultant Force if Given

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Created Resultant Force by Parallelogram of Forces

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Created Specific Weight when Total Pressure on the Elementary Area is given

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Created Total Pressure on the Elementary Area

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Created Vertical Depth when Total Pressure on the Elementary Area is given

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Created Vertical Pressure Acting on the Elementary Area

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Created Vertical Pressure when Direction of the Resultant force p is given

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Created Vertical Pressure when Resultant Force is given

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Verified Cant when Width of Pavement is Given

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Verified Centrifugal Force

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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 Gauge Width of Track when Cant is Given

Go

Verified Hands Off Velocity

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Verified Pavement Width when Cant is Given

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Verified Radius of Curve when Cant for Road is Given

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Verified Radius of Curve when Centrifugal Force is Given

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Verified Railway Cant

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Verified Speed of Vehicle when Centrifugal Force is Given

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2 More Transition Curves Calculators

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Created Minimum length of a spiral

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Created Radius of a circular curve when minimum length is given

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Created Rate of increase of radial acceleration when minimum length of spiral given

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Created Vehicle velocity when minimum length of spiral given

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Verified Hydraulic Radius of section

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Verified Section Factor for trapezoidal

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Verified Side Slope of Section when Top Width for Trapezoidal is Given

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14 More Trapezoidal Section Calculators

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Verified Hydraulic Radius of the Most Efficient Channel

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12 More Trapezoidal Section Calculators

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Verified Depth of Flow when Hydraulic Radius for triangle is Given

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Verified Section Factor for triangle

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Verified Side Slope of Section when Hydraulic Radius is Given

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14 More Triangular Section Calculators

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Verified Depth of flow when Hydraulic Radius in Most Efficient triangular channel is Given

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Verified Hydraulic Radius in Efficient channel

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Verified 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given

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Verified Diameter of connector when Ultimate Shear Connector Strength for Welded Studs is Given

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Verified Ultimate Shear Connector Strength for Channels

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6 More Ultimate Shear Strength of Connectors in Bridges Calculators

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

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Verified Discharge at the Edge of the Zone of Influence

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7 More Unconfined Flow Calculators

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Verified Average Height of Roughness protrusions through Strickler Formula

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Verified Manning's Coefficient through Strickler Formula

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21 More Uniform Flow in Channels Calculators

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Verified Average Height of Roughness Protrusions when Mean Velocity of flow in Rough Channels is Given

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Verified Hydraulic Radius when Mean Velocity of flow in Rough Channels is Given

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Verified Hydraulic Radius when Mean Velocity of flow in Smooth Channels is Given

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6 More Uniform Turbulent Flow Calculators

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Verified Cover-Management Factor when Soil Loss Per Unit Area in Unit Time is Given

Go

Verified Slope Length Factor when Soil Loss Per Unit Area in Unit Time is Given

Go

Verified Slope-Steepness Factor when Soil Loss Per Unit Area in Unit Time is Given

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Verified Soil Loss Per Unit Area in Unit Time

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Verified Support-Practice Factor when Soil Loss Per Unit Area in Unit Time is Given

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3 More Universal Soil Loss Equation Calculators

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Verified Drawdown at Time Interval 't1'

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Verified Drawdown at Time Interval 't2'

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Verified Equation for Drawdown

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8 More Unsteady Flow in a Confined Aquifer Calculators

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Verified Area at Section 2 when Theoretical Discharge through pipe is Given

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Verified Density of Liquid in pipe when Venturi Head is Given

Go

Verified Density of Manometric Liquid when Venturi Head is Given

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Verified Venturi Head when Difference in the levels of the Manometric Liquid in the two limbs is Given

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Verified Venturi Head when Theoretical Discharge through pipe is Given

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5 More Venturimeter Calculators

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Created Maximum Moment for Symmetrical Concrete Wall Footing

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Created Tensile Bending Stress at Bottom when Footing is Deep

Go

Created Uniform Pressure on Soil when Maximum Moment is Given

Go

Created Average Load when Load Factor for Turbo-generators is given

Go

Created Energy Actually Produced when Plant Factor is given

Go

Created Load Factor for Turbo-generators

Go

Created Maximum Energy Which can be Produced when plant Factor is given

Go

Created Maximum Power Developed when Utilization Factor is given

Go

Created Peak load when Load Factor for Turbo-generators is given

Go

Created Plant Factor

Go

Created Total Power that can be Developed when Utilization Factor is Given

Go

Created Utilization Factor

Go

Verified Equation for Total Drawdown at the Well

Go

2 More Well Loss Calculators

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Verified Diameter of Piston when Shear Stress is Given

Go

Verified Dynamic Viscosity when Pressure Drop over the Length is Given

Go

Verified Total Force in piston

Go

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

Go

Verified Clearance when Total Force is Given

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Verified Dynamic Viscosity when Total Force in piston is Given

Go

4 More When Shear Force is Negligible Calculators

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Verified Bed Slope of Channel when Slope of Dynamic Equation of Gradually Varied Flow is Given

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Verified Normal Depth of Channel when Slope of Dynamic Equation of Gradually Varied Flow is Given

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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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Verified pressure coefficient when wind pressure is known

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15 More Wind Loads Calculators

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List of Calculators by M Naveen