Calculators Created by M Naveen

National Institute of Technology (NIT), Warangal
https://www.linkedin.com/in/lucky-naveen-b6a007181/
724
Formulas Created
1064
Formulas Verified
305
Across Categories

List of Calculators by M Naveen

Following is a combined list of all the calculators that have been created and verified by M Naveen. M Naveen has created 724 and verified 1064 calculators across 305 different categories till date.
Verified Deflection when Proof Load on Leaf Spring is Given
Go
3 More Deflection Calculators
Go
Verified Dynamic Viscosity when Shear Stress resisting the Motion of Piston is Given
Go
5 More Dynamic Viscosity Calculators
Go
Verified Mean Velocity of Flow when Pressure Head Drop is Given
Go
4 More Mean Velocity of Flow Calculators
Go
Verified Modulus of Elasticity when Proof Load on Leaf Spring is Given
Go
3 More Modulus of Elasticity Calculators
Go
Verified Normal Stress in Bi-Axial Loading
Go
Verified Stress along X- Direction when Shear Stress in Bi-Axial Loading is Given
Go
Verified Stress along Y- Direction when Shear Stress in Bi-Axial Loading is Given
Go
1 More Normal Stress in Bi-Axial Loading Calculators
Go
Verified Angle when Normal Stress when Member Subjected to Axial Load is Given
Go
4 More Normal Stress of members Subjected to Axial Load Calculators
Go
Verified Pressure Gradient when Shear Stress Distribution Profile is Given
Go
5 More Pressure Gradient Calculators
Go
Verified Velocity of Piston for Shear Force Resisting the Motion of Piston
Go
Verified Velocity of Pistons for Pressure Drop over the Length of Piston
Go
4 More Velocity of Piston Calculators
Go
Verified Angle wave orthogonal makes with current in Non-propagated Wave Values of F on the forbidden region
Go
Verified Channel depth in non propagated wave values
Go
Verified Channel depth in non-propagated wave values of F in forbidden region
Go
Verified Channel velocity in non-propagated wave values of F in forbidden region
Go
Verified Effect of Current on Wave Height
Go
Verified Inlet Current Wave Height Factor
Go
Verified Non propagated wave values in forbidden region boundary line
Go
Verified Non propagated wave values in forbidden region of the boundary line
Go
Verified Wave Height entering Inlet
Go
Verified Wave period in non propagated wave values
Go
Verified Distance to Accelerate and Stop when Full Strength Pavement Distance is Given
Go
Verified Field length or total amount of runway needed
Go
Verified Full Strength Pavement Distance for Aborted Takeoff
Go
Verified Full Strength Pavement Distance for known Field Length
Go
Verified Stopway Distance when Field Length is Given
Go
Verified Stopway Distance when Full Strength Pavement Distance is Given
Go
Verified Constant of Proportionality for greater Air Trip Distances
Go
Verified Constant of Proportionality when Air Passengers between Cities i and j is Given
Go
Verified Constant of Proportionality when Travel by Air Passengers between Cities is Given
Go
Verified Cost of Travel between i and j when Travel by Air Passengers between Cities is Given
Go
Verified Distance between i and j when Travel by Air Passengers between Cities i and j is Given
Go
Verified Population of destination city when travel by air passengers between cities is given
Go
Verified Population of origin city when travel by air passengers between cities is given
Go
Verified Total Air Trips generated in City i for greater Air Trip Distances
Go
Verified Total Air Trips generated in City i when Travel by Air Passengers between Cities is Given
Go
Verified Total Air Trips generated in City j for greater Air Trip Distances
Go
Verified Total Air Trips generated in City j when Travel by Air Passengers between Cities is Given
Go
Verified Travel by Air Passengers between Cities i and j for greater Air Trip Distances
Go
Verified Travel by Air Passengers between Cities i and j in terms of Travel Cost
Go
1 More Air Trip Distribution Models Calculators
Go
Verified Aircraft gross wing area for drag force to the vehicle body
Go
Verified Aircraft gross wing area for lifting force provided by the wing body of vehicle
Go
Verified Desired Take off Weight
Go
Verified Drag Coefficient Wing Area for Drag Force to the Vehicle Body
Go
Verified Drag Force to the Vehicle Body
Go
Verified Friction force due to rolling resistance
Go
Verified Fuel weight to be carried when desired take off weight is given
Go
Verified Lift coefficient for lifting force provided by wing body of vehicle
Go
Verified Lifting force provided by the wing body of vehicle
Go
Verified Lifting force when friction force due to rolling resistance is given
Go
Verified Operating empty weight when desired take off weight is given
Go
Verified Payload carried when desired take off weight is given
Go
Verified Rolling friction coefficient when friction force due to rolling resistance is given
Go
Verified Speed of sound in terms of true Mach number
Go
Verified Takeoff Distance for demonstrated Distance to Clear 11m or 35 ft obstacle
Go
Verified True Mach Number
Go
Verified True Mach number when true aircraft speed
Go
Verified Vehicle speed for drag force to the vehicle body
Go
Verified Vehicle speed for lifting force provided by wing body of vehicle
Go
2 More Aircraft Runway Length Estimation Calculators
Go
Verified Moment Gradient Factor when Smaller and Larger Beam End Moment is Given
Go
2 More Allowable Stress Design for Bridge Beams Calculators
Go
Verified Shear Buckling Coefficient given Allowable Shear stress for Flexural Members in Bridges
Go
2 More Allowable Stress Design for Shear in Bridges Calculators
Go
Created Compressive thrust on the conduit wall
Go
Created Compressive thrust when axial load is given
Go
Created Design pressure acting on the steel
Go
Created Design pressure if the height of cover is less than one pipe diameter
Go
Created Design pressure when compressive thrust is given
Go
Created Design pressure when the height of cover is equal to, or greater than, one pipe diameter
Go
Created Design stress with factor of safety two
Go
Created Flexibilty factor limits
Go
Created Metal thickness given flexibility factor
Go
Created Required wall area of width when allowable stress is given
Go
Created The ultimate wall stress
Go
Created The ultimate wall stress given given ratio of pipe diameter to radius of gyration is more than 500
Go
Created The ultimate wall stress given ratio of pipe diameter to radius of gyration
Go
Created Total load when design pressure is given
Go
Verified Change in Rate of Flow when Torque Exerted on the Fluid is Given
Go
Verified Radial distance r1 when Torque Exerted on the Fluid is Given
Go
Verified Radial distance r2 when Torque Exerted on the Fluid is Given
Go
Verified Torque Exerted on the Fluid
Go
Verified Velocity at Radial distance r1 when Torque Exerted on the Fluid is Given
Go
Verified Velocity at Radial distance r2 when Torque Exerted on the Fluid is Given
Go
Verified Constant K3 when Deflection Due to Shear on a Arch Dam is Given
Go
Verified Rotation Due to Shear on a Arch Dam
Go
20 More Arch Dams Calculators
Go
Verified Buoyant Force of a body submerged in a Fluid
Go
Verified Mass density of fluid for buoyant force submerged in fluid
Go
Verified Volume of submerged part of object when buoyant force of a body submerged in a fluid is given
Go
Verified Depth at which Reservoir is Completely filled up
Go
Verified Difference in elevations of full reservoir level and original bed of reservoir
Go
Verified Incremental Sediment Volume
Go
Verified Original reservoir area at new zero level
Go
Verified Sediment Volume between Old Zero and New Zero Bed Level
Go
Verified Sediment volume to be distributed in reservoir
Go
Created Amount of hydropower
Go
Created Effective Head when Amount of Hydropower is given
Go
Created Effective Head when Energy through Hydraulic Turbines is given
Go
Created Efficiency of hydropower station when amount of hydropower is given
Go
Created Efficiency of hydropower station when energy through hydraulic turbines is given
Go
Created Energy through Hydraulic Turbines
Go
Created Head Loss when Amount of Hydropower is given
Go
Created Head Loss when Energy through Hydraulic Turbines is given
Go
Created Head when amount of hydropower is given
Go
Created Head when energy through hydraulic turbines is given
Go
Created Period of Flow when Energy through Hydraulic Turbines is given
Go
Created Rate of Flow of Water when Amount of Hydropower is given
Go
Created Rate of Flow of Water when Energy through Hydraulic Turbines is given
Go
Verified Area of Concrete for Known Stress in Concrete without Non-Prestressed Reinforcement
Go
Verified Area of Concrete when Stress in Concrete in Presence of Non-Prestressed Reinforcement is Known
Go
Verified Area of Non-Prestressed Reinforcement for a known Stress in Concrete
Go
Verified Prestress at Transfer After Short Term Loss
Go
Verified Prestress at Transfer After Short Term Loss in Presence of Non-Prestressed Reinforcement
Go
Verified Stress in Concrete in a Member without Non-Prestressed Reinforcement
Go
Verified Stress in Concrete in Presence of Non-prestressed Reinforcement
Go
Verified Attractive Force Potentials per unit Mass for the Moon
Go
Verified Attractive Force Potentials per unit Mass for the Moon in terms of Harmonic Polynomial Expansion
Go
Verified Attractive Force Potentials per unit Mass for the Sun
Go
Verified Attractive Force Potentials per unit Mass for the Sun in terms of Harmonic Polynomial Expansion
Go
Verified Distance from center of earth to center of moon for known attractive force potentials
Go
Verified Mass of Moon for known attractive force potentials in terms of harmonic polynomial expansion
Go
Verified Mass of Moon when attractive force potentials per unit mass for Sun is known
Go
Verified Mass of Sun for known attractive force potentials in terms of harmonic polynomial expansion
Go
Verified Mass of Sun when attractive force potentials per unit mass for is known
Go
Verified Mean radius of earth for known attractive force potentials per unit mass for moon
Go
Verified Mean radius of earth for known attractive force potentials per unit mass for Sun
Go
Verified Moon's Tide-generating attractive Force Potential
Go
Verified Tide-generating attractive Force Potential for the Sun
Go
Created Absolute pressure when absolute temperature is given
Go
Created Absolute temperature when absolute pressure is given
Go
Created Boyle's Law According to Adiabatic Process
Go
Created Boyle's Law According to Isothermal Process
Go
Created Boyle's Law for known Mass Density
Go
Created Boyle's Law for known weight density in adiabatic process
Go
Created Constant for external work done in adiabatic process introducing pressure
Go
Created Continuity Equation for Compressible Fluids
Go
Created External work done by gas when total heat supplied is given
Go
Created External Work Done by the Gas in Adiabatic Process
Go
Created External Work Done by the Gas in Adiabatic Process Introducing Pressure
Go
Created Gas constant when absolute pressure is given
Go
Created Increase in internal energy when total heat supplied to gas is given
Go
Created Kinetic energy when total energy in compressible fluids is given
Go
Created Mass density when absolute pressure is given
Go
Created Molecular energy when total energy in compressible fluids is given
Go
Created Potential energy when total energy in compressible fluids is given
Go
Created Pressure energy when total energy in compressible fluids is given
Go
Created Pressure for external work done by gas in adiabatic process
Go
Created Pressure for external work done by gas in adiabatic process introducing pressure
Go
Created Pressure when Constant is given
Go
Created Specific volume for external work done in adiabatic process introducing pressure
Go
Created Total Energy in compressible fluids
Go
Created Total heat supplied to gas
Go
Created Total heat supplied to gas in isothermal process
Go
Verified Superelevation due to varying Entrance Channel Cross Section
Go
Verified Tidal Amplitude in Ocean
Go
2 More Bay Superelevation Calculators
Go
Beams (1)
Verified Limiting Laterally Unbraced Length for Inelastic Lateral Buckling for Box Beams
Go
11 More Beams Calculators
Go
Beams (10)
Created Beam depth for extreme fiber stress for a rectangular timber beam
Go
Created Beam depth when horizontal shearing stress is given
Go
Created Beam Width when Extreme Fiber Stress for a Rectangular Timber Beam is Given
Go
Created Beam Width when Horizontal Shearing Stress is Given
Go
Created Bending Moment when Extreme Fiber Stress for a Rectangular Timber Beam is Given
Go
Created Extreme Fiber Stress for a Rectangular Timber Beam when Section Modulus is Given
Go
Created Extreme Fiber Stress in Bending for a Rectangular Timber Beam
Go
Created Horizontal Shearing Stress in a Rectangular Timber Beam
Go
Created Section Modulus given Height and Breadth of Section
Go
Created Total Shear when Horizontal Shearing Stress is Given
Go
3 More Beams Calculators
Go
Verified Dead Load Moment when Stress in Steel for Shored Members is Given
Go
Verified Stress in Steel for Unshored Members
Go
8 More Bending Stresses Calculators
Go
Verified Braking distance on an inclined surface
Go
Verified Braking distance on an inclined surface with efficiency n
Go
Verified Breaking Distance when Stopping Sight Distance is Given
Go
3 More Braking Distance Calculators
Go
Created Actual discharge over broad crested weir
Go
Created Additional head when head for broad crested weir is given
Go
Created Coefficient of discharge if velocity is considered for discharge over crested weir
Go
Created Coefficient of discharge when actual discharge over broad crested weir is given
Go
Created Coefficient of discharge when discharge of weir if critical depth is constant is given
Go
Created Critical Depth due to reduction in area of flow section when total head is given
Go
Created Discharge of broad crested weir if critical depth is constant
Go
Created Discharge over broad crested weir
Go
Created Discharge over broad crested weir if coefficient of discharge is considered
Go
Created Head for broad crested weir
Go
Created Head if velocity is considered for discharge over broad crested weir
Go
Created Head on upstream when head for broad crested weir is given
Go
Created Length of crest given discharge over weir
Go
Created Length of crest if critical depth is constant for discharge of weir
Go
Created Length of crest if velocity is considered for discharge over broad crested weir
Go
Created Length of crest when actual discharge over broad crested weir is given
Go
Created Total Head above weir crest
Go
Created Total Head for actual discharge over broad crested weir
Go
Created Total head for constant critical depth
Go
Created Total Head given discharge over weir crest
Go
Created Velocity of Flow for known head
Go
Created Buoyancy force when volume of vertical prism is given
Go
Created Buoyant Force for a Body Immersed in Fluid
Go
Created Buoyant Force on Entire Submerged Body
Go
Created Buoyant force on vertical prism
Go
Created Buoyant Force When a Body Floats at between two immiscible fluids of specificweights
Go
Created Cross Sectional Area of Prism when Buoyancy Force is given
Go
Created Cross Sectional Area of Prism when Volume of Vertical Prism dV is given
Go
Created Pressure Head Difference when Buoyancy Force is given
Go
Created Pressure Head Difference when Volume of Vertical Prism dV is given
Go
Created Specific Weight pf the Fluid when Buoyancy Force is given
Go
Created Total Buoyant Force when Volumes of the Elementary Prism Submerged in Fluids is given
Go
Created Volume of Submerged Body When Buoyant Force on Entire Submerged Body is given
Go
Created Volume of Vertical Prism dV
Go
Verified Maximum Intensity of Vertical Force in horizontal plane on a Buttress Dam
Go
Verified Minimum Intensity in horizontal plane on Buttress Dam
Go
10 More Buttress Dams Calculators
Go
Verified Natural frequency of each Cable
Go
Verified Span of Cable when Natural frequency of each Cable is Given
Go
2 More Cable Systems Calculators
Go
Created Average Strain at the Selected Level when Crack Width is given
Go
Created Center to center spacing when shortest distance is given
Go
Created Crack Width on the Surface of the Section
Go
Created Depth of the Neutral Axis when Crack Width is given
Go
Created Diameter of longitudinal bar when shortest distance is given
Go
Created Effective cover when shortest distance is given
Go
Created Minimum Clear Cover when Crack Width is given
Go
Created Shortest Distance from the Selected Level on the Surface to aLongitudinal Bar
Go
Created Total Depth of the Member when Crack Width is given
Go
Verified Counterfort Shear Unit Stress on a Horizontal Section
Go
Created Shear Force on Section
Go
Created Shear Force on the Section for a Vertical Wall Face
Go
Verified Cross Sectional Area of Tube when Dynamic Viscosity is Given
Go
Verified Diameter of Pipe given Kinematic Viscosity
Go
Verified Diameter of Pipe when Dynamic Viscosity with time is Given
Go
Verified Length of Pipe given Kinematic Viscosity
Go
Verified Time of Rise of Level from h1 to h2 when Dynamic Viscosity is Given
Go
Verified Time Required given Kinematic Viscosity
Go
12 More Capillary Tube Viscometer Calculators
Go
Created Carbon Content
Go
Created Carbon equivalent of structural steel
Go
Created Chromiun Content when Carbon Equivalent is given
Go
Created Copper when Carbon Equivalent is given
Go
Created Manganese Content
Go
Created Molybdenum when Carbon Equivalent is given
Go
Created Nickel Content when Carbon Equivalent is given
Go
Created Vanadium when Carbon Equivalent is given
Go
Verified UDL when Tension at any Point of the Simple Cable with a UDL is Given
Go
4 More Catenary Calculators
Go
Verified Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Go
5 More Catenary Cable Sag and Distance between Supports Calculators
Go
Created Approximate Chord offset for chord of length
Go
Created Central angle for portion of curve approximate for chord definition
Go
Created Central angle for portion of curve exact for arc definition
Go
Created Central angle of curve for given length of curve
Go
Created Central angle of curve for given length of long chord
Go
Created Central Angle of Curve for given Tangent Distance
Go
Created Degree of curve for given length of curve
Go
Created Degree of curve for given radius of curve
Go
Created Degree of curve when central angle for portion of curve
Go
Created Degree of curve when radius of curve is established
Go
Created Exact length of curve
Go
Created Exact tangent distance
Go
Created External distance
Go
Created Length of curve in terms of central angle for portion of curve
Go
Created Length of curve or chord by central angle in terms of central angle for portion of curve
Go
Created Length of curve or chord by central angle when tangent offset for chord of length is given
Go
Created Length of curve or chord determined by central angle when chord offset for chord of length is given
Go
Created Length of long chord
Go
Created Tangent offset for chord of length
Go
Verified Angle of Sector when Wetted Perimeter is Given
Go
Verified Diameter of Section when Section Factor is Given
Go
Verified Diameter of Section when Top Width is Given
Go
Verified Diameter of Section when Wetted Perimeter is Given
Go
Verified Top Width for circle
Go
9 More Circular Section Calculators
Go
Verified Chezy Constant given Discharge through Channels
Go
Verified Depth of flow in most efficient channel for maximum discharge
Go
Verified Depth of flow in most Efficient Channel in circular channel
Go
Verified Diameter of Section when Depth of flow in most Efficient Channel section is Given
Go
Verified Discharge through Channels
Go
Verified Hydraulic Radius in most efficient channel for maximum velocity
Go
Verified Radius of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given
Go
13 More Circular section Calculators
Go
Verified Diameter at one end of Circular Tapering rod when extension is given
Go
Verified Extension of Circular Tapering Rod
Go
Verified Extension of Circular Tapering Rod for a particular section where diameters are equal
Go
Verified Length of Circular Tapering rod when extension is given
Go
Verified Length of Rod when Extension of Circular Tapering Rod for a particular section is Given
Go
5 More Circular Tapering Rod Calculators
Go
Verified Vorticity of fluid flows
Go
2 More Circulation and Vorticity Calculators
Go
Verified Complete elliptic integral of second kind
Go
Verified Distance from the Bottom to the Crest
Go
Verified Distance from the Bottom to the Wave Trough
Go
Verified Free Surface Elevation of Solitary Waves
Go
Verified Trough to Crest Wave Height
Go
Verified Wave Height when Free Surface Elevation of Solitary Waves
Go
Verified Wavelength for complete elliptic integral of first kind
Go
10 More Cnoidal Wave Theory Calculators
Go
Verified Radius of Inner Cylinder when Torque exerted on Inner Cylinder is Given
Go
Verified Radius of Inner Cylinder when Velocity Gradient is Given
Go
Verified Speed of Outer Cylinder when Dynamic Viscosity of Fluid is Given
Go
Verified Speed of Outer Cylinder when Torque exerted on Outer Cylinder is Given
Go
Verified Torque exerted on Inner Cylinder
Go
Verified Viscometer Constant when Total Torque is Given
Go
16 More Coaxial Cylinder Viscometers Calculators
Go
Verified Coefficient of Longitudinal Friction when Breaking Distance is Given
Go
Verified Coefficient of Longitudinal Friction when Retardation of the Vehicle is Given
Go
2 More Coefficient of friction Calculators
Go
Verified Inlet Hydraulic Radius for known Coefficient of Repletion, or Filling
Go
Verified Inlet Length for known Coefficient of Repletion, or Filling
Go
Verified Keulegan Repletion Coefficient
Go
Verified Tidal Period for known Coefficient of Repletion, or Filling
Go
7 More Coefficient of Repletion or Filling Calculators
Go
Verified Longitudinal Shear Stress
Go
Verified Transverse shear given longitudinal shear stress
Go
Verified Unit Weight of Material for known Wind Pressure
Go
2 More Columns Calculators
Go
Verified Moment of Inertia when Moment of Resistance, stress induced and Distance from extreme fiber is given
Go
Verified Moment of Inertia when Young's Modulus, Moment of Resistance and Radius is given
Go
Verified Young's Modulus given Distance from extreme fiber along with Radius and stress induced
Go
18 More Combined Axial and Bending Loads Calculators
Go
Verified Angle when Combined Bending and Torsion Condition is given
Go
Verified Combined Bending and Torsion Condition
Go
Verified Combined bending and torsional stress
Go
4 More Combined Bending and Torsion Condition Calculators
Go
Verified Complementary Induced Normal Stress
Go
Verified Complementary Induced Shear Stress
Go
Verified Stress when Complementary Induced Normal Stress is Given
Go
3 More Complementary Induced Stress Calculators
Go
Created Allowable stress in the flanges
Go
Created Dead load moment when maximum stress in the bottom flange is given
Go
Created Dead load moment when maximum unit stress in steel is given
Go
Created Live load moment when maximum stress in the bottom flange is given
Go
Created Live load moment when maximum unit stress in steel is given
Go
Created Maximum unit stress in the steel
Go
Created Section modulus of steel beam when maximum unit stress in steel is given
Go
Created Section modulus of transformed composite section when maximum stress in the bottom flange is given
Go
Created Section modulus of transformed composite section when maximum unit stress in steel is given
Go
Created The maximum stress in the bottom flange
Go
Created Yield strength when allowable stress in the flange is given
Go
Verified Barometric Efficiency in terms of Compressibility Parameters
Go
Verified Coefficient of Storage for an Unconfined Aquifer
Go
Verified Saturated thickness of aquifer when coefficient of storage for unconfined aquifer is given
Go
1 More Compressibility of Aquifers Calculators
Go
Verified Area of Channel Section when Conveyance of Channel Section is Given
Go
Verified Area of Channel Section when Discharge is Given
Go
Verified Chezy Constant when Conveyance of Channel Section is Given
Go
Verified Hydraulic Radius of Channel Section when Discharge is Given
Go
15 More Computation of Uniform Flow Calculators
Go
Verified Area of well when specific capacity per unit well area of aquifer is given
Go
Verified Proportionality constant when specific capacity per unit well area of aquifer is given
Go
7 More Confined Groundwater Flow between Water Bodies Calculators
Go
Verified Clearway Distance for a Continued Takeoff
Go
Verified Clearway Distance when Field Length under Continued Takeoff is Given
Go
Verified Clearway Distance when Takeoff Run is Given
Go
Verified Distance of 35 ft obstacle for known takeoff run
Go
Verified Distance to clear 35 ft obstacle for clearway distance for continued takeoff
Go
Verified Field length or the total amount of runway needed under continued takeoff
Go
Verified Full Strength Pavement Distance when Field Length is Given
Go
Verified Liftoff Distance when Clearway Distance for a Continued Takeoff is Given
Go
Verified Takeoff Run for Continued Takeoff
Go
Verified Cross Sectional Area at Section 1 for a Steady Flow
Go
Verified Cross Sectional Area at Section when Discharge for Steady Incompressible Fluid is Given
Go
Verified Mass Density at Section 1 for a Steady Flow
Go
Verified Velocity at Section 1 for a Steady Flow
Go
Verified Velocity at Section when Discharge through a Section for Steady Incompressible Fluid is Given
Go
4 More Continuity Equation Calculators
Go
Created Equation for Crack Control Specific Limits
Go
Created Stress Calculated in Crack Control
Go
Verified Critical Depth at Different Discharges
Go
Verified Critical Depth given Maximum Discharge
Go
Verified Critical Depth when Depth of Parabolic Channel is Given
Go
4 More Critical Depth Calculators
Go
Verified Critical Depth when Critical Energy for Triangular Channel is Given
Go
Verified Critical Energy for Triangular Channel
Go
14 More Critical Flow And Its Computation Calculators
Go
Verified Critical Velocity given Maximum Discharge
Go
Verified Critical Velocity when Discharge is Given
Go
6 More Critical Velocity Calculators
Go
Curves (9)
Verified Apex Distance
Go
Verified Length of Curve if 20m Chord Definition is Used
Go
Verified Length of Curve if 30m Chord Definition is Used
Go
Verified Long Chord Length
Go
Verified Mid Ordinate
Go
Verified Radius of Curve when Long Chord is Given
Go
Verified Radius of Curve when Tangent is Given
Go
Verified Radius when Apex Distance is Given
Go
Verified Tangent Length
Go
3 More Curves Calculators
Go
Verified Liquid Column Height given Pressure Intensity at radial distance from axis
Go
4 More Cylindrical Vessel Containing Liquid Rotating with its Axis Horizontal. Calculators
Go
Verified Centripetal acceleration exerted on liquid mass at radial distance from axis
Go
Verified Constant Angular Velocity when Centripetal acceleration at a radial distance r from axis is Given
Go
Verified Constant Angular Velocity when Equation of Free Surface of liquid is Given
Go
Verified Equation of Free Surface of liquid
Go
Verified Radial Distance for Pressure at any point with origin at free surface
Go
Verified Radial Distance when Centripetal acceleration from axis is Given
Go
Verified Vertical depth when pressure at any point with origin at free surface is given
Go
2 More Cylindrical Vessel Containing Liquid Rotating with its Axis Vertical Calculators
Go
Verified Density of Liquid with mean velocity when Shear Stress with Friction Factor is Given
Go
Verified Length of Pipe when Head Loss due to Frictional Resistance is Given
Go
Verified Reynolds Number when Friction Factor is Given
Go
Verified Shear Stress when Friction Factor is Given
Go
Verified Shear Stress when Friction Factor with density is Given
Go
Verified Specific Weight of Liquid when Shear Stress with Friction Factor is Given
Go
15 More Darcy – Weisbach Equation Calculators
Go
Verified Diameter of Piston when Shear Force Resisting the Motion of Piston is Given
Go
Verified Diameter of Piston when Shear Stress resisting the Motion of Piston is Given
Go
Verified Length of Piston for Vertical Upward Force on Piston
Go
Verified Length of Piston when Shear Force Resisting the Motion of Piston is Given
Go
Verified Shear Force Resisting the Motion of Piston
Go
Verified Total Forces
Go
Verified Vertical Force when Total Force is Given
Go
17 More Dash - Pot Mechanism Calculators
Go
Created Deflection due to Self Weight when Short Term Deflection at Transfer is given
Go
Created Short Term Deflection at Transfer
Go
Created Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created Deflection Due to Prestressing for a Parabolic Tendon
Go
Created Deflection Due to Prestressing for a Singly Harped Tendon
Go
Created Deflection due to prestressing force before losses when Short Term Deflection at Transfer
Go
Created Flexural Rigidity when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created Flexural Rigidity when Deflection Due to Prestressing for a Parabolic Tendon is given
Go
Created Flexural Rigidity when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Created Length of Span for known Deflection Due to Prestressing for a Parabolic Tendon
Go
Created Length of Span when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created Length of Span when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Created Moment of Inertia for Deflection due to prestressing for parabolic tendon
Go
Created Moment of Inertia for deflection due to prestressing in doubly harped tendon
Go
Created Moment of Inertia for deflection due to prestressing of singly harped tendon
Go
Created Uplift Thrust when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created Uplift Thrust when Deflection Due to Prestressing for a Parabolic Tendon
Go
Created Uplift Thrust when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Created Young's Modulus given Deflection Due to Prestressing for a Parabolic Tendon
Go
Created Young's Modulus when Deflection Due to Prestressing for a doubly Harped Tendon is given
Go
Created Young's Modulus when Deflection Due to Prestressing for a Singly Harped Tendon is given
Go
Verified Average harbor depth
Go
Verified Difference between high and low tide levels when tidal prism of harbor basin is given
Go
22 More Density Currents in Harbors Calculators
Go
Verified Density Current Velocity given Density Influence
Go
Verified Density Influence
Go
Verified Filling Current Velocity when Density Influence is given
Go
Verified Length of harbor given density influence
Go
Verified Time Interval over which the density difference exists when Density Influence is given
Go
Verified Equation for Unit Weight of Deposit
Go
6 More Density of Sediment Deposits Calculators
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
2 More Depth of Channel Calculators
Go
Verified Slope of Streamline
Go
2 More Description of the Flow Pattern Calculators
Go
Created Bulking stress
Go
Created Bulking stress For diameters greater than 126.5r/K
Go
Created Dead load pressure when thrust is given
Go
Created Flexibility factor
Go
Created Live load pressure when thrust is given
Go
Created Modulus of elasticity for given flexibility factor
Go
Created Modulus of Elasticity when Bulking Stress for Diameters Greater than 126.5r/K is given
Go
Created Moment of inertia given flexibility factor
Go
Created Pipe diameter for known flexibility factor
Go
Created Pipe diameter when Bulking stress For diameters greater than 126.5r/K is given
Go
Created Pipe diamter when bulking stress is given
Go
Created Radius of gyration given bulking stress
Go
Created Radius of gyration when Bulking stress For diameters greater than 126.5r/K is given
Go
Created Soil Stiffness Factor when Bulking Stress for Diameters Greater than 126.5r/K is given
Go
Created Soil stiffness factor when bulking stress is given
Go
Created Span diameter when thrust is given
Go
Created Thrust of structure
Go
Verified Dynamic Viscosity when Mean Velocity Gradient is Given
Go
Verified Hydraulic Retention Time when Volume of Rapid Mix Basin is Given
Go
Verified Mean Velocity Gradient when Power Requirement is Given
Go
Verified Power Requirement when Mean Velocity Gradient is Given
Go
Verified Required Volume of the Flocculation Basin
Go
Verified Retention Time when Volume of the Flocculation Basin is Given
Go
Verified Volume of Mixing Tank when Mean Velocity Gradient is Given
Go
12 More Design of Rapid Mix Basin and Flocculation Basin Calculators
Go
Created Allowable Bearing Stress on Projected Area of Fasteners
Go
Created Column Web Depth Clear of Fillets
Go
Created Column Yield Stress when Column Web Depth Clear of Fillets is given
Go
Created Column Yield Stress when Cross sectional area of Column Web Stiffeners is given
Go
Created Column Yield Stress when Thickness of the Column Flange is given
Go
Created Computed Force when Column Web Depth Clear of Fillets is given
Go
Created Computed Force when Column Web Depth Clear of Filletsis given
Go
Created Computed Force when Cross sectional area of Column Web Stiffeners is given
Go
Created Computed Force when Thickness of the Column Flange is given
Go
Created Cross sectional area of Column Web Stiffeners
Go
Created Distance Between Outer Face of Column Flange and Web Toe when Cross sectional area is given
Go
Created Stiffener Yield Stress when Cross sectional area of Column Web Stiffeners is given
Go
Created Tensile Strength of the Connected Part when Allowable Bearing Stress is given
Go
Created Thickness of Column Web when Column Web Depth Clear of Fillets is given
Go
Created Thickness of Column Web when Cross sectional area of Column Web Stiffeners
Go
Created Thickness of Flange when Cross sectional area of Column Web Stiffeners is given
Go
Created Thickness of the Column Flange
Go
Created Angle Made by the Pendulum
Go
Created Distance Moved by Pendulum on the Horizontal scale
Go
Created Length of Plumb Line
Go
Created Area of Bar when Basic Development Length is Given
Go
Created Bar Steel Yield Strength when Basic Development Length for 14mm Diameter Bars is Given
Go
Created Bar Steel Yield Strength when Basic Development Length for 18mm Diameter Bars is Given
Go
Created Bar Steel Yield Strength when Basic Development Length is Given
Go
Created Basic Development Length for 14mm Diameter Bars
Go
Created Basic Development Length for 18mm Diameter Bars
Go
Created Basic Development Length for Bars and Wire in Tension
Go
4 More Development Length Requirements Calculators
Go
Verified Scale Factor for Acceleration when Scale Factor for Time and Velocity is known
Go
Verified Scale Factor for Kinematic Viscosity when Scale Factor for Time and Length is given
Go
Verified Scale Factor for Length when Scale Factor for Acceleration is known
Go
Verified Scale Factor for Length when Scale Factor for Time and Kinematic Viscosity is given
Go
Verified Scale Factor for Time when Scale Factor for Acceleration is known
Go
Verified Scale Factor for Time when Scale Factor for length and Kinematic Viscosity is given
Go
Verified Scale Factor for Velocity when Scale Factor for the Time is known
Go
8 More Dimensionless Ratios and Scaling Laws Calculators
Go
Created Discharge considering approach velocity
Go
Created Discharge for notch which is to be Calibrated
Go
Created Discharge over weir
Go
Created Discharge passing over weir
Go
Created Discharge when end contractions is suppressed and velocity is considered
Go
Created Discharge when end contractions is suppressed and velocity is not considered
Go
Created Discharge when velocity approach is given
Go
Created Discharge without considering velocity
Go
Verified Discharge when Critical Depth is Given
Go
Verified Discharge when Flow Area of Throat is Given
Go
Verified Maximum Discharge given Width of Throat
Go
4 More Discharge in Channel Calculators
Go
Verified Runoff Quantity with Full Gutter Flow
Go
10 More Disposing of storm water Calculators
Go
Verified Column slenderness ratio for Critical Buckling Load
Go
Verified Critical Buckling Load
Go
Verified Material elastic modulus for Critical Buckling Load
Go
5 More Drill String Buckling Calculators
Go
Verified Dynamic Viscosity when Pressure Difference is Given
Go
5 More Dynamic Viscosity Calculators
Go
Verified Fetch when Setup above Pool level through Zuider Zee formula is Given
Go
Verified Hydraulic Gradient when Seepage Discharge in an Earth Dam is Given
Go
Verified Number of equipotential drops of net when Quantity of seepage in length of dam is given
Go
Verified Quantity of seepage in length of dam under Consideration
Go
Verified Seepage Discharge in an Earth Dam
Go
20 More Earth Dam Calculators
Go
Verified Velocity at surface when velocity detail of current profile in three dimensions is known
Go
Verified Velocity in current profile in three dimensions by introducing polar coordinates
Go
13 More Eckman Wind Drift Calculators
Go
Created Error in Computed Discharge when Error in Head for a Rectangular Weir is given
Go
Created Error in Computed Discharge when Error in Head for a Triangular Weir is given
Go
Created Error in Head for a Rectangular Weir
Go
Created Error in Head for a Triangular Weir
Go
Verified Elastic Modulus of Rock when Deflection Due to Thrust on a Arch Dam is Given
Go
5 More Elastic Modulus of Rock Calculators
Go
Verified Coefficient of Discharge of Elbow Meter when Discharge is Given
Go
3 More Elbow Meter Calculators
Go
Verified Length of Bar when Elongation of Tapering Bar due to Self Weight is Given
Go
Verified Load on Rod when Extension of Circular Tapering Rod for a particular section is Given
Go
12 More Elongation of Tapering Bar due to Self Weight Calculators
Go
Verified Difference in Elevations and Original bed of Reservoir when New Total Depth of Reservoir is Given
Go
Verified Difference in elevations of full reservoir level and original bed of the reservoir
Go
Verified Difference in the elevations of full reservoir level and original bed of reservoir
Go
Verified Height above Reservoir Bed when Relative Depth is Given
Go
Verified Height up to which Sediment completely fills up when new Relative Depth is Given
Go
Verified New total depth of reservoir
Go
Verified Relative area for Reservoir Type I Lake
Go
Verified Relative area for Reservoir Type II Flood Plain, Foot Hill Region
Go
Verified Relative area for Reservoir Type III Hilly Region
Go
Verified Relative area for Reservoir Type IV Gorge
Go
Verified Relative Area when Soil Erodibility Factor is Known
Go
Verified Relative Depth at New Zero Elevation
Go
Verified Sediment area at any height above the datum
Go
Verified Soil Erodibility Factor
Go
Verified Volume of Sediment Deposited between two Consecutive Heights by Average End Area Method
Go
Verified Volume of Sediment Deposited between two Consecutive Heights by Weighted Area Method
Go
Verified Volume of Sediment Deposition when Incremental Area is Given
Go
Verified Volume of sediment to be distributed
Go
Verified Energy Dissipation Rate by Battjes and Janssen
Go
Verified Energy Dissipation Rate per unit Surface Area due to Wave Breaking
Go
Verified Energy Flux associated with Stable Wave Height
Go
Verified Maximum wave height based on Miche criterion
Go
Verified Maximum Wave Height for known Energy Dissipation Rate
Go
Verified Mean Wave Frequency for known Energy Dissipation Rate
Go
Verified Percentage of Waves Breaking for known Energy Dissipation Rate
Go
Verified Water Depth for known Energy Dissipation Rate per unit Surface Area due to Wave Breaking
Go
Verified Water Depth for known Maximum Wave Height based on Miche criterion
Go
Verified Water Depth for known Stable Wave Height
Go
Verified Wave Number for known Maximum Wave Height based on Miche criterion
Go
Verified Wavelength for known Maximum Wave Height based on Miche criterion
Go
1 More Energy Flux Method Calculators
Go
Verified Air Temperature for known Air-Sea Temperature Difference
Go
Verified Air-Sea Temperature Difference
Go
Verified Water Temperature for known Air-Sea Temperature Difference
Go
21 More Estimating Marine and Coastal Winds Calculators
Go
Verified Pressure when Pressure Head for a Steady Non Viscous Flow is Given
Go
Verified Velocity Head for a Steady Non Viscous Flow is Given
Go
Verified Velocity of Flow when Velocity Head for a Steady Non Viscous Flow is Given
Go
7 More Euler's Equation of Motion Calculators
Go
Created Area of non prestressed reinforcement when tension force is given
Go
Created Area of non-prestressing reinforcement when average strain is given
Go
Created Area of prestressing steel when tension force is given
Go
Created Average Strain Under Tension
Go
Created Compression force for prestressed section
Go
Created Couple Force of the Cross Section
Go
Created Depth of neutral axis when couple force of cross section is given
Go
Created Distance from compression face to crack width when average strain is given
Go
Created Effective Depth of the Longitudinal Reinforcement when Average Strain is given
Go
Created Height of crack width at soffit when average strain is given
Go
Created Modulus of elasticity of concrete when couple force of cross-section is given
Go
Created Modulus of elasticity of non prestressed steel when tension force is given
Go
Created Modulus of Elasticity of Non-prestressed when Average Strain Under Tension is given
Go
Created Modulus of elasticity of prestressed steel when compression force is given
Go
Created Strain at selected Level when average strain under tension is given
Go
Created Strain in longitudinal reinforcement when tension force is given
Go
Created Strain in prestressed steel when tension force is given
Go
Created Strain when couple force of cross section is given
Go
Created Tension force for prestressed section
Go
Created Width of section when couple force of cross section is given
Go
Created Width of the rectangular zone for known average strain
Go
Created Cross sectional area of jet for given dynamic thrust normal to direction of jet
Go
Created Cross sectional area of jet for given dynamic thrust parallel to direction of jet
Go
Created Cross Sectional Area of Jet for given Thrust Exerted in Direction of Normal to Plate
Go
Created Discharge Flowing by Jet
Go
Created Discharge flowing in direction normal to plate
Go
Created Discharge flowing in direction parallel to plate
Go
Created Dynamic thrust normal to direction of jet
Go
Created Dynamic thrust parallel to direction of jet
Go
Created Specific gravity for dynamic thrust parallel to direction of jet
Go
Created Specific Gravity in terms of Dynamic Thrust Exerted in Direction of Normal to Plate
Go
Created Specific Gravity in terms of Thrust Exerted in Direction of Normal to Plate
Go
Created Specific weight in terms of dynamic thrust normal to direction of jet
Go
Created Specific Weight in terms of Thrust Exerted in Direction of Normal to Plate
Go
Created Specific weight when dynamic thrust parallel to direction of jet
Go
Created Thrust Exerted in Direction of Normal to Plate
Go
Created Velocity of fluid in terms of dynamic thrust normal to direction of jet
Go
Created Velocity of fluid in terms of dynamic thrust parallel to direction of jet
Go
Created Velocity of fluid in terms of Thrust Exerted in Direction of Normal to Plate
Go
Created Absolute velocity for dynamic thrust exerted by jet on plate
Go
Created Absolute Velocity for given Normal Thrust Normal to Direction of Jet
Go
Created Absolute Velocity for given Normal Thrust Parallel to Direction of Jet
Go
Created Absolute Velocity for Mass of Fluid Striking the Plate
Go
Created Cross Section Area for Mass of Fluid Striking the Plate
Go
Created Cross Sectional Area for given Dynamic Thrust Exerted by Jet on Plate
Go
Created Cross Sectional Area for given Normal Thrust Normal to Direction of Jet
Go
Created Cross Sectional Area for given Normal Thrust Parallel to Direction of Jet
Go
Created Cross Sectional Area for given Work Done by Jet per Second
Go
Created Dynamic Thrust Exerted by Jet on the Plate
Go
Created Mass of Fluid Striking the Plate
Go
Created Normal Thrust Normal to Direction of Jet
Go
Created Normal Thrust Parallel to Direction of Jet
Go
Created Velocity of jet for dynamic thrust exerted by jet on plate
Go
Created Velocity of jet for mass of fluid striking the plate
Go
Created Velocity of Jet in terms of Normal Thrust Normal to Direction of Jet
Go
Created Velocity of Jet in terms of Normal Thrust Parallel to Direction of Jet
Go
Created Work Done by Jet per Second
Go
Created Area of Cross Section of Jet for force exerted by stationary Plate on jet
Go
Created Area of Cross Section of Jet given Mass of the Fluid
Go
Created Force Exerted by the Stationary Plate on the Jet
Go
Created Mass of the Fluid Striking the Plate
Go
Created Specific Gravity given Force Exerted by stationary plate on jet
Go
Created Specific Gravity given Mass of the Fluid
Go
Created Specific Weight given force exerted by stationary plate on jet
Go
Created Specific Weight given Mass of the Fluid
Go
Created Velocity for force exerted by stationary plate on jet
Go
Created Velocity given Mass of the Fluid
Go
Created Absolute velocity for mass of fluid striking a plate
Go
Created Absolute Velocity given Thrust Exerted by the Jet on the Plate
Go
Created Cross Sectional Area given Mass of the Fluid Striking the Plate
Go
Created Cross Sectional Area given Work Done by the Jet on the Plate per Second
Go
Created Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is established
Go
Created Dynamic Thrust Exerted on the Plate by the Jet
Go
Created Efficiency of the Wheel
Go
Created Mass of Fluid Striking plate
Go
Created Specific Gravity for know Dynamic Thrust Exerted by the Jet
Go
Created Specific Gravity for Mass of the Fluid Striking the Plate
Go
Created Specific Gravity for Work Done by the Jet on the Plate per Second
Go
Created Specific weight for Mass of the Fluid Striking the Plate
Go
Created Specific weight given Dynamic Thrust Exerted by the Jet
Go
Created Specific Weight given Work Done by the Jet on the Plate per Second
Go
Created Velocity of jet for mass of fluid striking plate
Go
Created Velocity of jet given dynamic thrust exerted by jet on plate
Go
Created Work Done by the Jet on the Plate per Second
Go
Verified Thickness of Steel when Equivalent width of flitched beam is Given
Go
2 More Flitched Beam Calculators
Go
Created Acceleration due to gravity when discharge if velocity considered is given
Go
Created Acceleration due to gravity when discharge over weir is given
Go
Created Acceleration due to gravity when discharge passing over weir is given
Go
Created Acceleration due to gravity when discharge with velocity not considered is given
Go
Created Bazins Formula for Discharge if Velocity is considered
Go
Created Bazins Formula for Discharge if Velocity is not considered
Go
Created Coefficient for Bazin formula
Go
Created Coefficient for Bazin formula if velocity is considered
Go
Created Coefficient of discharge when discharge if velocity considered is given
Go
Created Coefficient of discharge when discharge if velocity not considered is given
Go
Created Coefficient of discharge when discharge over weir is given
Go
Created Coefficient of discharge when discharge passing over weir is given
Go
Created Coefficient when Bazin formula for discharge if velocity is considered
Go
Created Coefficient when Bazin formula for discharge velocity is not considered
Go
Created Depth of water flow in channel when velocity approach is given
Go
Created Francis formula for discharge for rectangular notch if velocity is considered
Go
Created Francis formula for discharge for rectangular notch if velocity not considered
Go
Created Rehbocks Formula for Coefficient of Discharge
Go
Created Rehbocks Formula for Discharge Over Rectangular Weir
Go
Created Velocity approach
Go
Created Width of channel when velocity approach is given
Go
Created Additional head when discharge for Cipolletti weir considering velocity is given
Go
Created Coefficient of discharge when discharge for Cipolletti weir is given
Go
Created Discharge for Cipolletti weir
Go
Created Discharge for Cipolletti weir if velocity is considered
Go
Created Discharge Over a Trapezoidal Notch if overall Coefficient of Discharge for Trapezoidal notch
Go
Created Discharge over Cipolletti weir by Francis Cipolletti
Go
Created Discharge over Trapezoidal notch
Go
Created Head when discharge for Cipolletti weir is given
Go
Created Head when discharge for Cipolletti weir is given and if velocity is considered
Go
Created Head when discharge over a Cipolletti weir is given
Go
Created Length of crest when discharge for Cipolletti weir and velocity is considered
Go
Created Length of crest when discharge for Cipolletti weir is given
Go
Created Length of crest when discharge over a Cipolletti weir by Francis, cipolletti is given
Go
Created Length of crest when discharge over Trapezoidal notch is given
Go
Created Rectangular coefficient of discharge when discharge over trapezoidal notch is given
Go
Created Trapezoidal coefficient of discharge when discharge over trapezoidal notch is given
Go
Created Coefficient of discharge for discharge for entire triangular weir
Go
Created Coefficient of discharge when discharge for triangular weir if velocity is considered
Go
Created Coefficient of discharge when discharge for triangular weir when angle is 90
Go
Created Discharge for entire triangular weir
Go
Created Discharge for triangular weir if angle is at 90
Go
Created Discharge for triangular weir if coefficient Discharge is constant
Go
Created Discharge for triangular weir if velocity is considered
Go
Created Head for discharge for entire triangular weir
Go
Created Head when coefficient discharge is constant
Go
Created Head when discharge for triangular weir angle is 90
Go
Verified Direction of Wave Propagation for Froude numbers up to unity
Go
Verified Drawdown with respect to Water Depth
Go
16 More Flushing/Circulation Processes and Vessel Interactions Calculators
Go
Created Maximum Moment for Symmetrical Concrete Wall Footing
Go
Created Tensile Bending Stress at Bottom when Footing is Deep
Go
Created Uniform Pressure on Soil when Maximum Moment is Given
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 Angle of Current relative to the longitudinal axis of vessel for Form Drag of a Vessel
Go
Verified Average Current Speed for Form Drag of a Vessel
Go
5 More Form Drag Calculators
Go
Verified Natural Free Oscillation Period
Go
Verified Natural Free Oscillation Period for Closed Basins
Go
Verified Water Depth for known Natural Free Oscillation Period
Go
4 More Free Oscillation Period Calculators
Go
Verified Friction Factor when Shear Stress with density is Given
Go
5 More Friction Factor Calculators
Go
Verified Dimensionless parameter function of hydraulic radius and Manning's roughness coefficient
Go
Verified Hydraulic Radius for known Dimensionless parameter
Go
Verified Manning's roughness coefficient n for known Dimensionless parameter
Go
Verified Froude Scaling
Go
Verified Froude Scaling in terms of Velocity and Length
Go
Verified Gravity Forces for Froude Scaling
Go
Verified Inertia or Pressure Forces given Froude Scaling
Go
Verified Length for Froude Scaling
Go
Verified Scale Factor for Length given Scale Factor for Time
Go
Verified Scale Factor for Time
Go
Verified Velocity for Froude Scaling
Go
Verified Air Trips in Year y for the Stated Purpose under Leisure Category
Go
Verified Income for Leisure given Air Trips for the Stated Purpose under Leisure Category
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 given Hydraulic Depth
Go
4 More Geometrical Properties of Channel Section Calculators
Go
Verified Area of Concrete when Non-Prestressed Reinforcements are Used
Go
Verified Area of Non-Prestressed Reinforcement in Partially Prestressed Members
Go
Verified Area of Prestressing Tendons when Non-Prestressed Reinforcements are Used
Go
Verified Transformed Area of Partially Prestressed Members
Go
Verified Distance from center of camber when Height for a Parabolic Shape Camber is Given
Go
Verified Radius of Road when Grade Compensation formula 1 is Given
Go
10 More Gradients Calculators
Go
Verified Area of Section given Froude Number
Go
Verified Normal Depth when Energy Slope of Rectangular channel through Chezy formula is Given
Go
Verified Total Energy
Go
21 More Gradually Varied Flow Calculators
Go
Verified Density of Water when Water Pressure in the gravity dam is Given
Go
Verified Eccentricity for Vertical Normal Stress at downstream face
Go
Verified Height of section given Water Pressure in gravity dam
Go
Verified Vertical Normal Stress at downstream face
Go
Verified Water Pressure in the gravity dam
Go
4 More Gravity Dams Calculators
Go
Verified Rainfall intensity when kinetic energy of storm is known
Go
22 More Groundwater Level Fluctuation and Specific Yield Method Calculators
Go
Verified Group Velocity of Waves
Go
Verified Group Velocity when Wave Power per unit Crest Width is Given
Go
Verified Radian Frequency when Wave Propagation is Given
Go
Verified Surface Elevation
Go
Verified Total Energy per unit of Area when Wave Power per unit Crest Width is Given
Go
Verified Wave Power per unit Crest Width
Go
Verified Wave Speed
Go
Verified Wave Speed when Group Velocity is Given
Go
Verified Wavenumber when Wave Speed is Given
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 Basin length along axis for given period of fundamental mode
Go
Verified Basin Length along the axis for known Maximum Oscillation Period corresponding to Fundamental Mode
Go
Verified Maximum Oscillation Period corresponding to the Fundamental Mode
Go
Verified Period for fundamental mode
Go
Verified Water Depth for known Maximum Oscillation Period corresponding to Fundamental Mode
Go
18 More Harbor Oscillations Calculators
Go
Verified Diameter of Tyre when Hoop Stress due to temperature fall is given
Go
Verified Hoop Stress due to temperature fall
Go
4 More Hoop Stress due to Temperature Fall Calculators
Go
Verified Major horizontal semi axis for shallow water condition
Go
Verified Water depth for major horizontal semi-axis for shallow water condition
Go
Verified Wave height for major horizontal semi-axis for shallow water condition
Go
9 More Horizontal and Vertical Semi-axis of ellipse Calculators
Go
Verified General Equation of Super-elevation on Road
Go
Verified Height of vehicle centroid when Centrifugal Factor on road for equilibrium is Given
Go
Verified Super-elevation on Road
Go
Verified Super-elevation when lateral friction is neglected
Go
Verified Weight of Vehicle when Centrifugal Ratio on road without super elevation is Given
Go
Verified Width of Road when Super-elevation on Road is Given
Go
15 More Horizontal Curves Calculators
Go
Verified Area when Horizontal Shear Flow is given
Go
Verified Horizontal Shear Flow
Go
Verified Moment of inertia given horizontal shear flow
Go
2 More Horizontal Shear Flow Calculators
Go
Created Head for known coefficient when Bazin formula and velocity is considered
Go
Created Head for known discharge through notch which is to be calibrated
Go
Created Head over crest for given discharge
Go
Created Head over crest when discharge passing over weir is given
Go
Created Head over crest without considering velocity
Go
Created Head when Bazin formula for discharge if velocity is considered
Go
Created Head when Bazin formula for discharge if velocity is not considered
Go
Created Head when coefficient for Bazin formula is given
Go
Created Head when End Contractions is Supressed, if the Velocity is Considered is given
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 Efficiency of turbine and generator for Power obtained from water flow in horsepower
Go
Verified Total weight of the water when The potential energy in hydroelectric power generation is Given
Go
18 More Hydroelectric Power Generation Calculators
Go
Verified Coordinate measured downward from the top when effective tension is given
Go
Verified Coordinate measured downward from the top when Tension on a vertical drill string is given
Go
Verified Cross section area of steel given effective tension
Go
Verified Cross section area of steel in pipe when tension on vertical drill string is given
Go
Verified Effective Tension when buoyant force acts in a direction opposite to the gravity force
Go
Verified Length of pipe hanging in well given effective tension
Go
Verified Length of pipe hanging in well when tension on a vertical drill string is given
Go
Verified Length of pipe hanging in well when vertical force at bottom end of drill string is given
Go
Verified Length of pipe hanging when lower section of drill string length in compression is known
Go
Verified Mass density of drilling mud for lower section of drill string length in compression
Go
Verified Mass density of drilling mud when buoyant force acts in a direction opposite to the gravity force
Go
Verified Mass Density of drilling mud when vertical force at the bottom end of drill string is given
Go
Verified Mass density of steel for lower section of drill string length in compression
Go
Verified Mass density of steel for tension on vertical drill string
Go
Verified Mass Density of Steel when buoyant force acts in a direction opposite to the gravity force
Go
Verified Tension on a vertical drill string
Go
Verified The lower section of drill string length that is in compression
Go
Verified Vertical force at the bottom end of drill string
Go
I-Beam (1)
Verified Moment of Inertia when Maximum Longitudinal Shear Stress in Web for I beam is Given
Go
10 More I-Beam Calculators
Go
Verified Bay Tide Amplitude for known Inlet channel Water Surface Elevation of Bay
Go
Verified Change of Bay Elevation with time for flow through the Inlet into the Bay
Go
Verified Duration of Inflow for known Inlet channel Water Surface Elevation of Bay
Go
Verified Inlet Channel Velocity
Go
Verified Inlet Channel Water Surface Elevation of Bay
Go
Verified Maximum cross-sectionally averaged Velocity during a Tidal Cycle for known Inlet Channel Velocity
Go
Verified Phase Lag for known Inlet channel Water Surface Elevation of Bay
Go
Verified Surface Area of Bay for known Tidal Prism Filling the Bay
Go
Verified Tidal Period for known Inlet Channel Velocity
Go
Verified Tide Period for known Inlet channel Water Surface Elevation of Bay
Go
10 More Inlet Currents and Tidal Elevations Calculators
Go
Verified Darcy - Weisbach Friction term for known Inlet Impedance
Go
Verified Entrance Energy Loss Coefficient for known Inlet Impedance
Go
Verified Exit Energy Loss Coefficient for known Inlet Impedance
Go
Verified Inlet Hydraulic Radius for known Inlet Impedance
Go
Verified Inlet Impedance
Go
Verified Inlet Length for known Inlet Impedance
Go
Verified Average of highest one tenth of runups
Go
Verified Deepwater surf similarity parameter for known average of highest one tenth of runups
Go
Verified Deepwater Surf Similarity Parameter for known Maximum Runup
Go
Verified Deepwater Surf Similarity Parameter for known Mean Runup
Go
Verified Deepwater surf similarity parameter for known runup
Go
Verified Deepwater wave height for known average of highest one tenth of runups
Go
Verified Deepwater wave height for known average of highest one third of runups
Go
Verified Deepwater Wave Height for known Mean Runup
Go
Verified Deepwater wave height for known runup exceeded by 2 percent of runup crests
Go
Verified Maximum Runup
Go
Verified Mean Runup
Go
Verified Runup exceeded by 2 percent of runup crests
Go
Verified Surf similarity parameter for known average of highest one third of runups
Go
Verified The Average of highest one third of runups
Go
Verified Wave Period for known long wave simplification for wavelength
Go
1 More Irregular Waves 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 issuing jet when relative velocity is given
Go
Verified Absolute velocity of issuing jet when work done by 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 jet relative to motion of ship when kinetic energy is given
Go
Verified Velocity of jet relative to motion of ship when weight of water is given
Go
Verified Velocity of moving ship when relative velocity is given
Go
Verified Velocity of moving ship when work done by 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 for Force Exerted by the Jet in the Direction of Flow of Incoming Jet
Go
Created Absolute Velocity for Mass of Fluid Striking the Vane per Second
Go
Created Area of Cross Section for Force Exerted by Jet in Direction of Flow
Go
Created Area of Cross Section for Force Exerted by the Jet in the Direction of Flow
Go
Created Area of Cross Section for Force Exerted by the Jet with relative velocity
Go
Created Area of Cross Section for Mass of Fluid Striking the moving Vane per Second
Go
Created Area of Cross Section for work done by Jet on vane per second
Go
Created Efficiency of the Jet
Go
Created Force Exerted by Jet in Direction of Flow of Incoming Jet with angle zero
Go
Created Force Exerted by Jet in direction of Flow of Jet
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 at 90
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 Seconds
Go
Created Maximum Efficiency
Go
Created Velocity of vane for given mass of fluid
Go
Created Velocity of vane for known exerted force by jet
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 for force exerted on plate in direction of flow of jet
Go
Created Force exerted on plate in direction of flow of jet
Go
Created Force exerted on plate in direction of flow of jet when theta is zero
Go
Created Force exerted on plate in direction of flow of the jet
Go
Created Specific gravity for force exerted on plate in direction of flow of jet
Go
Created Specific weight for force exerted on plate in direction of flow of jet
Go
Created Velocity for force exerted on plate in direction of flow of jet
Go
Created Area of Cross Section for Mass of Fluid Striking the Vane per Second
Go
Created Mass of Fluid Striking the Vanes per Second
Go
Created Specific Gravity for Mass of Fluid Striking the Vanes per Second
Go
Created Specific Weight of fluid for Mass of Fluid Striking the Vane per Second
Go
Created Velocity at Inlet for Mass of Fluid Striking the Vane per Second
Go
Created Area of cross section for force exerted by jet on vane in x direction
Go
Created Area of Cross Section for given Force Exerted by Jet on Vane in Y Direction
Go
Created Force exerted by jet on vane in x direction
Go
Created Force Exerted by Jet on Vane in Y-Direction
Go
Created Specific gravity for force exerted by jet on vane in x direction
Go
Created Specific Gravity for force exerted by Jet on Vane in Y direction
Go
Created Specific weight for force exerted by jet on vane in x direction
Go
Created Specific Weight in terms of Force Exerted by Jet on Vane in Y Direction
Go
Created Velocity for force exerted by jet on vane in x direction
Go
Created Velocity in terms of Force Exerted by Jet on Vane in Y Direction
Go
Verified Jet Velocity when Rate of Flow through Propeller is Given
Go
Verified Jet Velocity when Thrust on the Propeller is Given
Go
3 More Jet Velocity Calculators
Go
Verified Annual Sediment Yield Rate on volume basis
Go
3 More Khoslas's Equation Calculators
Go
Verified Kinetic Energy per unit Length of Wave Crest
Go
Verified Wave Height when Kinetic Energy per unit Length of Wave Crest is Given
Go
Verified Wavelength for Kinetic Energy per unit Length of Wave Crest
Go
Verified Average Area over the Channel Length when Tidal Period, Inlet Friction Coefficient is given
Go
Verified Inlet Frequency Coefficient when Tidal Period is given
Go
Verified Inlet Friction Coefficient for known Keulegan Repletion Coefficient
Go
Verified Inlet Friction Coefficient parameter for known Keulegan Repletion Coefficient
Go
Verified Inlet Length for known King's Inlet Friction Coefficient
Go
Verified Surface Area of Bay when Tidal Period, Inlet friction coefficient is given
Go
6 More King’s Inlet Friction Coefficient 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 for given fall velocity
Go
Verified Diameter of Sphere when Coefficient of Drag 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 given Maximum Shear Stress
Go
Verified Horizontal Distance when Shear Stress Distribution Profile is Given
Go
Verified Length of Pipe when Pressure Difference 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
16 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 given Shear Stress
Go
Verified Specific Weight of Liquid given Mean Velocity of flow
Go
Verified Specific Weight of Liquid given Slope of Channel
Go
Verified Specific Weight of Liquid when Bed Shear Stress is Given
Go
Verified Specific Weight of Liquid when Potential Head Drop 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 Proof Load on Leaf Spring is Given
Go
Verified Load when Bending Stress of Leaf Spring is Given
Go
Verified Maximum Bending Stress at the Proof Load of a Leaf Spring
Go
Verified Number of Plates when Proof Load on Leaf Spring is Given
Go
Verified Proof Load on Leaf Spring
Go
Verified Thickness when Bending Stress of Leaf Spring is Given
Go
Verified Thickness when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Verified Thickness when Proof Load on Leaf Spring is Given
Go
Verified Width when Bending Stress of Leaf Spring is Given
Go
13 More Leaf Spring Calculators
Go
Created Length of crest considering velocity
Go
Created Length of crest when discharge and velocity is considered
Go
Created Length of crest when discharge and velocity is not considered
Go
Created Length of crest when discharge passing over weir is given
Go
Created Length of crest when Francis formula discharge and velocity is considered
Go
Created Length of crest when Francis formula discharge and velocity is not considered
Go
Created Length of crest without considering velocity
Go
Created Length of the Crest given Discharge Over the Weir
Go
Created Length when Bazins Formula for Discharge if the Velocity is not Considered is given
Go
Created Length when Bazins formula for discharge if velocity is considered
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 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 for Gauge Pressure at any point in liquid
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
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 Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given
Go
18 More Load Factor Design for Bridge Beams Calculators
Go
Verified Transverse Shear when Average Longitudinal Shear Stress for Rectangular Section is Given
Go
7 More Longitudinal Shear Stress for Rectangular Section Calculators
Go
Verified Average Longitudinal Shear Stress for Solid Circular Section
Go
5 More Longitudinal Shear Stress for Solid Circular Section Calculators
Go
Verified Beach Slope modified for Wave Setup
Go
Verified Longshore Current at the Mid-Surf Zone
Go
Verified Longshore Current Speed
Go
Verified Radiation Stress Component
Go
Verified Ratio of Wave Group Speed and Phase Speed
Go
Verified Root-mean-square Wave Height at Breaking for known Longshore Current at the Mid-Surf Zone
Go
Verified Wave Height for known Radiation Stress Component
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 Mass Transport Velocity to second-order
Go
Verified Wave Height for Mass Transport Velocity to second-order
Go
Verified Base given Maximum Stress of triangular section
Go
Verified Height given Stress at Neutral axis of triangular section
Go
Verified Stress at neutral axis of triangular section
Go
5 More Maximum Stress of a Triangular Section Calculators
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
Verified Mean Velocity of Flow when Shear Stress with Friction Factor is Given
Go
5 More Mean Velocity of Flow Calculators
Go
Verified Direction in Cartesian Coordinate system
Go
Verified Direction in Standard Meteorological Terms
Go
19 More Measured Wind Directions Calculators
Go
Created Pressure at Point m in a Pizometer
Go
Created Pressure head at point in piezometer
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 Coefficient 'a' for known Hoerls Special function Distribution
Go
19 More Methods to Predict Channel Shoaling Calculators
Go
Verified Recharge from Rainfall in Hard Rock Areas consisting Vesicular and jointed Basalt
Go
Verified Recharge from Rainfall in Hard Rock Areas consisting Weathered Basalt
Go
Verified Recharge from Rainfall in Hard Rock Areas of Massive poorly Fractured Rocks
Go
Verified Recharge from Rainfall in Hard Rock Areas of Significant Clay content for Known Min Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone
Go
Verified Recharge from Rainfall in Hard Rock Areas with Granulite Facies for Known Minimum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Laterite for Known Min Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Low Clay content for Known Minimum Rainfall Factor
Go
Verified Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales 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 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 area
Go
Verified Possible recharge in hard rock area with limestone for known minimum specific yield of 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
Go
Verified Possible recharge in hard rock area with sandstone for minimum specific yield
Go
Verified Possible Recharge in Hard Rock Area with significant Clay Content
Go
Verified Possible Recharge in Hard Rock Area with Weathered or Vesicular, Jointed Basalt
Go
Verified Possible Recharge in Silty Alluvial Area 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
Created Modulus of Elasticity
Go
5 More Modulus of Elasticity Calculators
Go
Verified Moments when Rotation Due to Moment on a Arch Dam is Given
Go
6 More Moments acting on the arch dam 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 Output Power when Input Power is Given
Go
Verified Power Lost when Input Power is Given
Go
17 More Momentum Theory of Propellers Calculators
Go
Verified Velocity at Surface in terms of Shear Stress at the Water Surface is known
Go
20 More Mooring Forces Calculators
Go
Created Column Buckling Stress Fc1 when Relative Material Cost is given
Go
Created Column Buckling Stress Fc2 when Relative Material Cost is given
Go
Created Cross Sectional Area1 when Material Cost Ratio is given
Go
Created Cross Sectional Area2 when Material Cost Ratio is given
Go
Created Material Cost Ratio
Go
Created Material price p1 when Material Cost Ratio is given
Go
Created Material price p2 when Material Cost Ratio is given
Go
Created Relative cost for Designing Fabricated Plate Girders
Go
Created Relative cost when Yield stress is given
Go
Created Relative Material Cost for Two Columns of Different Steels Carrying the Same Load
Go
Created Relative Material Cost ratio when Designed to Carry the Same Load
Go
Created Relative Price Factors when Relative Material Cost ratio is given
Go
Created Relative Weight for Designing Fabricated Plate Girders
Go
Created Relative Weight when Yield stresses given
Go
Created Yield Stress Fy2 when Relative cost for Designing Fabricated Plate Girders is given
Go
Created Yield Stress Fy2 when Relative Cost is given
Go
Created Yield Stress Fy2 when Relative Weight for Designing Fabricated Plate Girders is given
Go
Created Yield Stress Fy2 when Relative Weight is given
Go
Created Yield Stress of Steel1 when Relative Material Cost ratio is given
Go
Created Yield Stress of Steel2 when Relative Material Cost ratio is given
Go
Created Yield stress when relative cost for designing fabricated plate girders is given
Go
Created Yield stress when relative cost is given
Go
Created Yield stress when relative weight for designing fabricated plate girders is given
Go
Created Yield stress when relative weight is given
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 utility function
Go
Verified Airline service weekly departing flights from airport 2,3 from utility function
Go
12 More Multi-Airport Region Forecast Framework Calculators
Go
Verified Maximum velocity in inlet throat for known total maximum discharge
Go
Verified Ocean tide amplitude for known total maximum discharge for total of all inlets
Go
Verified Surface area of bay or basin for known total maximum discharge
Go
Verified Tidal period for known total maximum discharge for the total of all inlets
Go
Verified Total Maximum Discharge for the Total of all Inlets
Go
Verified Dynamic Viscosity for known Kinematic Viscosity
Go
Verified Dynamic viscosity of fluid when fluid filling width between plates is given
Go
Verified Fluid Filling width y between the plates when Shear Force per unit area or Shear Stress is given
Go
Verified Relationship between the Dynamic Viscosity and Kinematic Viscosity
Go
Verified Velocity of upper plate when shear force per unit area or shear stress is given
Go
4 More Newton’s Friction Postulation 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 highest wave as 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
Go
Verified Volume Flow Rate in Stokes' Second Approximation to Wave Speed if there is no Mass Transport
Go
Verified Volume Flow Rate per unit Span Underneath the Waves when Second Type of Mean Fluid Speed is Given
Go
Verified Wave height for known Ursell number
Go
Verified Wave Speed when First Type of Mean Fluid Speed is Given
Go
Verified Wave Speed when Second First Type of Mean Fluid Speed is Given
Go
2 More Non-Linear Wave Theory Calculators
Go
Verified Clearway Distance
Go
Verified Clearway Distance when Field Length is Given
Go
Verified Clearway distance when takeoff run of aircraft is given
Go
Verified Field Length
Go
Verified Full Strength Pavement Distance
Go
Verified Lift off Distance when Clearway Distance is Given
Go
Verified Takeoff Distance when Clearway Distance is Given
Go
Verified Takeoff Distance when Takeoff Run is Given
Go
Verified Takeoff Run
Go
Verified Number of Connectors in Bridges
Go
17 More Number of Connectors in Bridges Calculators
Go
Created Actual area of effective concrete flange when total horizontal shear is given
Go
Created Area of steel beam when Total horizontal shear Vh is given
Go
Created Maximum Moment in Span when Number of Shear Connectors are Given
Go
Created Moment at Concentrated Load when Number of Shear Connectors are Given
Go
Created Number of Shear Connectors Between M max and Zero Moment when Number of Shear Connectors are Given
Go
Created Specified compressive strength of concrete when total horizontal shear is given
Go
Created The number of shear connectors
Go
Created The total horizontal shear
Go
Created Total horizontal shear Vh
Go
Created Total number of connectors to resist total horizontal shear
Go
Created Yield Strength when Total Horizontal Shear Vh is Given
Go
Verified Mid Ordinate when Offsets From Long Chord is Used for Setting Out
Go
Verified Mid Ordinate when Ox is Given
Go
Verified Offset at a Distance x from Mid Point
Go
Verified Basin Length along the axis for Closed Basins
Go
Verified Basin length along the axis in open basin
Go
Verified Number of Nodes along the Long Basin axis for Closed Basins
Go
1 More Open and Closed Basins Calculators
Go
Verified Actual Velocity when Theoretical Velocity at Section 2 is Given
Go
Verified Area at Section 2 or at Vena Contracta
Go
Verified Discharge through pipe when Coefficient of Discharge is Given
Go
Verified Theoretical Velocity at Section 1
Go
Verified Theoretical Velocity at Section 2
Go
6 More Orifice Meter Calculators
Go
Verified UDL when Parabolic Equation for the Cable Slope is Given
Go
2 More Parabola Calculators
Go
Verified Length of Cable for UDL on Parabolic Cable is Given
Go
Verified Parabolic Equation for the Cable Slope
Go
Verified Span of Cable for Length of Cable for UDL on Parabolic Cable
Go
9 More Parabolic Cable Tension and Length Calculators
Go
Created Distance from PVC to Lowest Point on a Sag Curve
Go
Created Elevation of lowest point on a sag curve
Go
Created Elevation of point of vertical curvature
Go
Created Elevation of point of vertical intersection
Go
Created Elevation of Point x distant from point of vertical curvature
Go
Created Elevation of PVC when elevation of lowest point on a sag curve is given
Go
Created Grade at Beginning of Curve when Elevation of Point x Distant from PVC is given
Go
Created Length of curve when rate of change of grade is given in parabolic curves
Go
Created Rate of change of grade in parabolic curves
Go
Created Rate of change of grade when distance from PVC to lowest point on a sag curve is given
Go
Verified Area of Parabolic Channel when Width of Parabolic Channel is Given
Go
Verified Flow Area of Throat when Discharge is Given
Go
13 More Parabolic Grit Chamber Calculators
Go
Verified Top Width when Hydraulic Radius is Given
Go
Verified Wetted Area
Go
Verified Wetted Perimeter for parabola
Go
10 More Parabolic Section Calculators
Go
Verified Fetch length given frequency at spectral peak
Go
Verified Fetch Length when Scaling Parameter is given
Go
Verified Frequency at spectral peak
Go
Verified JONSWAP Spectrum for Fetch-limited Seas
Go
Verified Phillip's equilibrium range of spectrum for fully developed sea in deep water
Go
Verified Scaling Parameter
Go
Verified Wind Speed at Elevation 10m above the Sea Surface given Frequency at Spectral Peak
Go
Verified Wind Speed at Elevation 10m above the Sea Surface when Scaling Parameter is given
Go
11 More Parametric Spectrum Models Calculators
Go
Verified Approximate Equation for Offset at Distance x from Mid Point
Go
Verified Exact Equation for Offset at Distance x from Mid Point
Go
Verified Radius when Approximate Equation for Offset is Given
Go
Verified Coefficient of Velocity when Actual Velocity of the flowing Stream is Given
Go
Verified Height of fluid raised in tube when Actual Velocity of the flowing Stream is Given
Go
3 More Pitot Tube Calculators
Go
Verified Depth of submergence of pump
Go
Verified Flow velocity in suction pipe
Go
Verified Hydraulic Loss Coefficient from Suction Pipe entrance to pump
Go
Verified Specific weight of dry sand grain
Go
Verified Specific weight of mixture in suction pipe
Go
Verified Vacuum at the Pump entrance expressed as Head of water
Go
6 More Plain Suction Dredge Calculators
Go
Verified Polymer Feed Rate as Volumetric Flow Rate
Go
5 More Polymer Feed Rate Calculators
Go
Created Atmospheric pressure P according to polytropic process
Go
Created Density According to Polytropic Process
Go
Created Initial Density According to Polytropic Process
Go
Created Initial Pressure according to Polytropic Process
Go
Created Positive Constant
Go
Created Temperature Lapse Rate
Go
Created Capacity Spectrum
Go
Created Collapse Prevention Level
Go
Created Length of Primary Member when Collapse Prevention Level is given
Go
Created Length of Secondary Member when Capacity Spectrum is given
Go
Created Length of secondary member when collapse prevention level is given
Go
Created Moment of Inertia of Primary Member when Collapse Prevention Level is given
Go
Created Moment of Inertia of Secondary Member when Capacity Spectrum is given
Go
Created Allowable Bearing Stress in the Local Zone
Go
Created Allowable stress when end zone reinforcement is given
Go
Created Bearing area when allowable bearing stress is given
Go
Created Bearing stress in local zone
Go
Created Bursting Force for Square End Zone
Go
Created Bursting force when end zone reinforcement in each direction is given
Go
Created Cube strength at transfer when allowable bearing stress is given
Go
Created End zone reinforcement along transmission length
Go
Created End zone reinforcement in each direction
Go
Created Length of side of bearing plate when bursting force for square end zone is given
Go
Created Prestress in tendon when bearing stress is given
Go
Created Prestress in tendon when bursting force for square end zone is given
Go
Created Punching Area when Allowable Bearing Stress is given
Go
Created Punching area when bearing stress is given
Go
Created Stress in transverse reinforcement when end zone reinforcement is given
Go
Created Transverse Dimension of the End Zone when Bursting Force for Square End Zone is given
Go
Verified Potential Energy per unit Length of Wave Crest
Go
Verified Wave Height when Potential Energy per unit Length of Wave Crest is Given
Go
Verified Wavelength when Potential Energy per unit Length of Wave Crest is Given
Go
Verified Depth of Flow given Wetted Area of Triangular Channel Section
Go
Verified Hydraulic Radius of Triangular Channel Section
Go
Verified Wetted Area of Trapezoidal Channel Section
Go
Verified Wetted Area of Triangular Channel Section
Go
Verified Wetted Perimeter of Triangular Channel Section
Go
3 More Practical Channel Sections Calculators
Go
Verified Significant Wave Period from Bretschneider Empirical Relationships
Go
3 More Predicting Waves in Deep Water Calculators
Go
Created Depth of the Center of Pressure
Go
Created Length of Prism when Total Pressure by the Volume of Prism is given
Go
Created Pressure Intensity for bottom Edge of Plane Surface
Go
Created Pressure intensity for top edge of plane surface
Go
Created Specific Weight given Pressure Intensity for Bottom Edge of Plane Surface
Go
Created Specific weight given pressure intensity for top edge of plane surface
Go
Created Specific Weight when Total Pressure by the Volume of Prism is given
Go
Created Total Pressure by the Volume of Prism
Go
Created Vertical Depth given Pressure Intensity for Bottom Edge of Plane Surface
Go
Created Vertical depth given pressure intensity for top edge of plane surface
Go
Created Vertical depth when total pressure by volume of prism is given
Go
Created Vertical depth when total pressure by volume of prism is known
Go
Verified Pressure Gradient when Shear Stress at any Cylindrical Element is Given
Go
Verified Pressure Gradients when Mean Velocity of Flow is Given
Go
5 More Pressure Gradient Calculators
Go
Verified Pressure Reference Factor when Height of Surface Waves based on Subsurface Measurements is Given
Go
Verified Pressure response factor at bottom
Go
Verified Pressure when Height of Surface Waves based on Subsurface Measurements is Given
Go
Verified Wavelength for Pressure Response Factor at the bottom
Go
4 More Pressure Reference Factor Calculators
Go
Created Bond Length for a Prestressed Tendon
Go
Created Bond length when development length of section is given
Go
Created Design Bond Stress when Bond Length for a Prestressed Tendon is given
Go
Created Development length of section
Go
Created Effective prestress when bond length for prestressed tendon is given
Go
Created Moment when end zone reinforcement is given
Go
Created Nominal Diameter of the Tendon when Bond Length is given
Go
Created Total depth of section when end zone reinforcement is given
Go
Created Transmission length when development length of section is given
Go
Created Ultimate prestress when bond length for prestressed tendon is given
Go
Verified Bending Moment when Equivalent Force is Given
Go
Verified Bending stress when Moment is Given
Go
Verified Diameter when Bending stress with Moment is Given
Go
Verified Diameter when Equivalent Force is Given
Go
Verified Diameter when Equivalent Shear Force is Given
Go
Verified Equivalent Shear Force
Go
Verified Polar Moment of Inertia when Shear Stress is Given
Go
Verified Radius when Shear Stress is Given
Go
Verified Torsion when Equivalent Shear Force is Given
Go
Verified Torsion when Shear Stress is Given
Go
4 More Principal Stress Calculators
Go
Verified Vessel Propeller Drag when Total longitudinal Current Load on a Vessel is known
Go
6 More Propeller Drag Calculators
Go
Verified Atmospheric Pressure as a function of Salinity and Temperature
Go
Verified Atmospheric Pressure when a value of thousand is substracted from the density values
Go
Verified Density for known Atmospheric Pressure whose value of thousand is reduced from density value
Go
Verified Salinity for known Atmospheric Pressure
Go
Created Acceleration due to gravity when constant for rectangular shaped aperture weir is given
Go
Created Coefficient of discharge when constant for rectangular shaped aperture weir is given
Go
Created Constant for rectangular shaped aperture weir
Go
Created Constant when discharge through the small rectangular shaped aperture weir is given
Go
Created Discharge Through the Small Rectangular Shaped Aperture weir
Go
Created Head when discharge through small rectangular shaped aperture weir is given
Go
Created Height of aperture when constant for rectangular shaped aperture weir is given
Go
Created Height of aperture when discharge through small rectangular shaped aperture weir is given
Go
Created Width of aperture when constant for rectangular shaped aperture weir is given
Go
Verified Deflection in Quarter Elliptical Spring
Go
Verified Deflection when Proof Load in Quarter Elliptical Spring is Given
Go
Verified Length when Deflection in Quarter Elliptical Spring is Given
Go
Verified Length when Proof Load in Quarter Elliptical Spring is Given
Go
Verified Load given Deflection in Quarter Elliptical Spring
Go
Verified Modulus of Elasticity when Proof Load in Quarter Elliptical Spring is Given
Go
Verified Number of Plates when Deflection in Quarter Elliptical Spring is Given
Go
Verified Number of Plates when Proof Load in Quarter Elliptical Spring is Given
Go
Verified Proof Load in Quarter Elliptical Spring
Go
Verified Thickness when Proof Load in Quarter Elliptical Spring is Given
Go
Verified Width when Proof Load in Quarter Elliptical Spring is Given
Go
9 More Quarter Elliptical Spring Calculators
Go
Verified Radial Thickness of the Element when Rotation Due to Shear on a Arch Dam is Given
Go
3 More Radial Thickness of the Element Calculators
Go
Created Radius of curve
Go
Created Radius of curve exact for chord
Go
Created Radius of curve in terms of external distance
Go
Created Radius of curve in terms of length of long chord
Go
Created Radius of curve in terms of midordinate
Go
Created Radius of Curve in terms of Tangent Distance
Go
Created Radius of curve when chord offset for chord of length is given
Go
Created Radius of curve when tangent offset for chord of length is given
Go
Verified Radius of Curve when Centrifugal Force on vehicle on road without super elevation is Given
Go
Verified Radius of Curve when Impact Factor on road without super elevation is Given
Go
5 More Radius of Curve Calculators
Go
Verified Radius of Pipe for Mean Velocity of Flow
Go
5 More Radius of Pipe Calculators
Go
Created Radius of the Wheel given Angular Momentum at Inlet
Go
Created Radius of wheel for tangential velocity at inlet tip of vane
Go
Created Radius of wheel for tangential velocity at outlet Tip of vane
Go
Created Radius of wheel given angular momentum at outlet
Go
Verified Equation for kinetic energy of storm
Go
Verified Equation for Topographic Factor
Go
Verified Kinetic energy of storm when rainfall erosion index unit of is given
Go
Verified Maximum 30 minutes Rainfall Intensity when Rainfall Erosion Index Unit of a Storm is Given
Go
Verified Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Verified Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
Go
Verified Runoff Rate of Rainwater from a bridge during a Rainstorm
Go
Verified Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
Go
3 More Rainwater Accumulation and Drainage on Bridges Calculators
Go
Verified Depth of Flow when Wetted Perimeter for rectangle is Given
Go
Verified Hydraulic Radius of open channel
Go
Verified Width of Section when Perimeter is Given
Go
10 More Rectangular Section Calculators
Go
Verified Area of well when discharge from an open well is given
Go
Verified Discharge from an Open Well under a Depression Head
Go
Verified Specific Capacity per unit Well Area when Discharge from an Open Well is Given
Go
4 More Recuperation Test Calculators
Go
Verified Specific Weight of Sphere when Dynamic Viscosity is Given
Go
4 More Redwood Viscometer Calculators
Go
Verified Reflection Coefficient in Coastal Structures
Go
Verified Reflection Coefficient in Coastal Structures with Dolos-armored Breakwaters - monochromatic waves
Go
Verified Reflection Coefficient in Coastal Structures with Plane Slope-Irregular Waves
Go
Verified Reflection Coefficient in Coastal Structures with Plane Slope-monochromatic Waves
Go
Verified Reflection Coefficient in Coastal Structures with Rubble-mound Breakwaters
Go
Verified Reflection Coefficient in Coastal Structures with Tetrapod-armored Breakwaters - Irregular Waves
Go
Verified Density of fluid for ratio of inertial forces and viscous forces
Go
Verified Dynamic Viscosity for Ratio of Inertial Forces and Viscous Force
Go
Verified Inertial Forces for known kinematic Viscosity
Go
Verified Inertial Forces using Newton's friction model
Go
Verified Kinematic Viscosity for Ratio of Inertial Forces and Viscous Force
Go
Verified Length for Ratio of Inertial Forces and Viscous Forces
Go
Verified Length when kinematic viscosity and ratio of inertial forces and viscous forces is given
Go
Verified Velocity when Ratio of Inertial Forces and Viscous Forces using Newton's friction model is given
Go
Verified Velocity when the Kinematic Viscosity and Ratio of Inertial Forces and Viscous Forces is given
Go
Verified Viscous Forces using Newton's friction model
Go
9 More Relation between the Forces on the Prototype and Forces on the Model Calculators
Go
Verified Cumulative Probability of design significant wave height for known Return Period
Go
Verified Encounter Probability
Go
Verified Return Period in terms of Cumulative Probability
Go
Verified Time Interval associated with each data point for known Return Period
Go
8 More Return Period and Encounter Probability Calculators
Go
Verified Rate of Energy Dissipation when Dimensionless Stratification Number is given
Go
21 More Salinity Variations with Tide Calculators
Go
Verified Breadth given Rectangular Section Modulus
Go
Verified Rectangular Section Modulus
Go
5 More Section Modulus Calculators
Go
Verified Deepwater wave height for Total Transport
Go
Verified Refraction Coefficient at Breaker Line when Total Littoral Transport in Breaker Zone is given
Go
Verified Refraction Coefficient at Breaker Line when Total Littoral Transport in the Breaker Zone is given
Go
Verified Total littoral transport in entire breaker zone
Go
Verified Total Littoral Transport in the entire breaker zone
Go
Verified Total Transport given by Galvin
Go
Verified Wave Height in Deepwater for Total Littoral Transport in Breaker Zone
Go
Verified Wave Height in Deepwater when Total Littoral Transport in the entire Breaker Zone is given
Go
Verified Wave Speed in Deepwater for Total Littoral Transport in Breaker Zone
Go
Verified Wave Speed in Deepwater for total littoral transport in entire breaker zone
Go
Verified Fundamental period for reinforced concrete frames
Go
Verified Fundamental period when seismic response coefficient is given
Go
Verified Response modification factor
Go
18 More Seismic Loads Calculators
Go
Verified Deflection Angle of First Chord
Go
Verified First Offset when First Chord Length is Given
Go
Verified Length of First Chord for given Deflection Angle of First Chord
Go
Verified N-th Offset using Chords Produced
Go
Verified Second Offset using Chord Lengths
Go
Verified Allowable Horizontal Shear for Individual Connector for 100,000 cycles
Go
Verified Allowable Horizontal Shear for welded studs for 100,000 cycles
Go
Verified Allowable Horizontal Shear for welded studs for 500,000 cycles
Go
Verified Moment of Inertia of Transformed Section given Horizontal Shear Range
Go
8 More Shear Range Calculators
Go
Verified Distance from centroid given longitudinal shear stress
Go
3 More Shear Stress Calculators
Go
Verified Beach Slope when Breaking wave and wave height at breaking point is Given
Go
Verified Breaking Wave when wave height at Breaking Point is given
Go
Verified Deepwater Wave Height for Shoaling Coefficient and Refraction Coefficient
Go
Verified Deepwater Wave Height when Shoaling and Refraction Coefficients are known
Go
Verified Deepwater Wavelength for Shoaling Coefficient in Shallow Water
Go
Verified Deepwater Wavelength when Wave Breaking and wave height at breaking point is Given
Go
Verified Distance between Two Rays at a General Point
Go
Verified Radian Frequency for Deepwater
Go
Verified Reduced Shoaling Coefficient in shallow Water
Go
Verified Refraction Coefficient
Go
Verified Refraction Coefficient when Relative Change of Wave Height is Given
Go
Verified Shoaling Coefficient
Go
Verified Shoaling Coefficient in Shallow Water
Go
Verified Shoaling Coefficient in terms of Wave Celerity
Go
Verified The Shoaling Coefficient
Go
Verified The Shoaling Coefficient in shallow Water
Go
Verified Water Depth when Reduced Shoaling Coefficient in shallow Water
Go
Verified Water Depth when Shoaling Coefficient in Shallow Water is given
Go
Verified Wave Height at Breaking Point when Breaking Wave and Wave Height at breaking point is Given
Go
Verified Wave Height when Shoaling and Refraction Coefficient is known
Go
Verified Wave Height when Shoaling Coefficient and Refraction Coefficient is Given
Go
Verified Wave Length for reduced shoaling coefficient in shallow water
Go
Verified Retardation of the Vehicle
Go
Verified Velocity of Vehicle in kmph when Breaking Distance is Given
Go
15 More Sight Distances Calculators
Go
Verified Skin Friction Coefficient when Skin Friction of a Vessel is known
Go
Verified Skin friction of vessel due to flow of water over wetted surface area of vessel
Go
6 More Skin Friction Calculators
Go
Verified Duration of Wind in SMB Prediction Method
Go
Verified Period of significant wave in SMB prediction method
Go
Verified Wind Speed for known Fetch Parameter in SMB Prediction Method
Go
Verified Wind Speed when Duration of Wind in SMB Prediction Method is given
Go
5 More SMB Prediction Method Calculators
Go
Verified Specific capacity per unit well area of aquifer
Go
2 More Specific Capacity Calculators
Go
Verified Datum Height when Total Energy per unit weight of water in the flow section is Given
Go
Verified Depth of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
Go
Verified Depth of flow when Total Energy per unit weight of water in the flow section is Given
Go
Verified Discharge through Section Considering the Condition of Maximum Discharge
Go
Verified Mean Velocity of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
Go
Verified Mean Velocity of flow when Total Energy per unit weight of water in the flow section is Given
Go
17 More Specific Energy and Critical Depth Calculators
Go
Created Specific Gravity given Mass of Fluid Striking the Plate
Go
Created Specific Gravity in terms of Dynamic Thrust Exerted by Jet on Plate
Go
Created Specific Gravity in terms of Normal Thrust Normal to Direction of Jet
Go
Created Specific Gravity in terms of Normal Thrust Parallel to Direction of Jet
Go
Created Specific Gravity in terms of Work Done by Jet per Second
Go
Created Specific Weight for Mass of Fluid Striking the Plate
Go
Created Specific Weight for Work Done by Jet per Second
Go
Created Specific Weight in terms of Dynamic Thrust Exerted by Jet on Plate
Go
Created Specific Weight in terms of Normal Thrust Normal to Direction of Jet
Go
Created Specific Weight normal Thrust parallel to the Direction of Jet
Go
Created Specific Gravity for Force Exerted by the Jet in the Direction of Flow of Incoming Jet
Go
Created Specific Gravity for Force Exerted by the Jet with relative velocity
Go
Created Specific Gravity for Work Done by the Jet on the Vane per Second
Go
Created Specific Gravity given Force Exerted by the Jet in the Direction of Flow
Go
Created Specific Gravity of fluid for Mass of Fluid Striking the Vane per Second
Go
Created Specific Weight for Force Exerted by the Jet in Direction of Flow
Go
Created Specific Weight for Force Exerted by the Jet in the Direction of Flow of Incoming Jet
Go
Created Specific Weight for Mass of Fluid Striking the Vanes per Second
Go
Created Specific Weight given Force Exerted by the Jet with relative velocity
Go
Created Specific weight when work done by jet on vane per second
Go
Created Fluid Weight for known torque
Go
Created Specific Gravity for Mass of Fluid Striking Vane per Second
Go
Created Specific gravity for work done if jet leaves in motion of wheel
Go
Created Specific Gravity for Work Done if there is no Loss of Energy
Go
Created Specific Gravity given angular momentum at Inlet
Go
Created Specific Gravity given Angular Momentum at Outlet
Go
Created Specific Gravity given Power delivered to the wheel
Go
Created Specific Gravity given tangential momentum of fluid striking vanes at inlet
Go
Created Specific Gravity given tangential momentum of fluid striking vanes at outlet
Go
Created Specific Gravity given Work Done on the Wheel per Second
Go
Created Specific gravity when work done at vane angle is 90 and velocity is zero
Go
Created Specific gravity with given torque by fluid
Go
Created Coefficient of the spillway when discharge over an ogee spillway is given
Go
Created Discharge over an Ogee Spillway
Go
Created Head above crest when discharge over an Ogee Spillway is given
Go
Created Length of spillway when discharge over an Ogee Spillway is given
Go
Spring (16)
Verified Deflection of Square Section Wire Spring
Go
Verified Load when Deflection of Square Section Wire Spring is Given
Go
Verified Mean radius when Deflection of Square Section Wire Spring is Given
Go
Verified Mean Radius when Stiffness of Square Section Wire Spring is Given
Go
Verified Modulus of Rigidity when Stiffness of spring is Given
Go
Verified Number of active coils when Deflection of Square Section Wire Spring is Given
Go
Verified Number of active spring coils when Stiffness of Square Section Wire Spring is Given
Go
Verified Number of coils when Deflection of Square Section Wire Spring is Given
Go
Verified Number of spring coils when Stiffness of Square Section Wire Spring is Given
Go
Verified Springs in Parallel - Load
Go
Verified Springs in Parallel - Spring Constant
Go
Verified Springs in series- Deflections
Go
Verified Springs in series- Spring constants
Go
Verified Stiffness of Square Section Wire Spring
Go
Verified Width when Deflection of Square Section Wire Spring is Given
Go
Verified Width when Stiffness of Square Section Wire Spring is Given
Go
4 More Spring Calculators
Go
SSD (4)
Verified Stopping sight distance for velocity in meter per second
Go
Verified Stopping sight distance on a level ground with breaking efficiency n
Go
Verified Stopping sight distance on an inclined surface with breaking efficiency n
Go
Verified Stopping sight distance on an upward inclined surface
Go
2 More SSD Calculators
Go
Created Restoring Couple when Foating Body in Stable Equilibrium
Go
Created Righting Couple when Floating Body in Unstable Equilibrium
Go
Created Weight of Body in terms of Restoring Couple
Go
Created Weight of Body in terms of Righting Couple
Go
Verified Aircraft Gross Wing Area when Vehicle Speed Under Steady Flight Conditions is Given
Go
Verified Aircraft Gross Wing Area when Vehicle Stalling Speed is Given
Go
Verified Lift Coefficient when Vehicle Speed Under Steady Flight Conditions is Given
Go
Verified Maximum Attainable Lift Coefficient is Given when Vehicle Stalling Speed is Given
Go
Verified Vehicle Speed Under Steady Flight Conditions
Go
Verified Vehicle Stalling Speed when Maximum Attainable Lift Coefficient is Given
Go
Verified Non-dimensional Intrusion or Salt Wedge Length
Go
7 More Static Salt Wedge Calculators
Go
Verified Distance of Element from Center line when Head Loss is Given
Go
Verified Distance of Element from Center line when Shear Stress at any Cylindrical Element is Given
Go
Verified Distance of Element from Center line when Velocity Gradient at Cylindrical Element is Given
Go
Verified Length of Pipe when Shear Stress at any Cylindrical Element is Given
Go
Verified Maximum Velocity at axis of Cylindrical Element when Mean Velocity of Flow is Given
Go
Verified Mean Velocity of Flow when Maximum Velocity at axis of Cylindrical Element is Given
Go
Verified Mean Velocity of FLuid Flow
Go
Verified Shear Stress at any Cylindrical Element
Go
Verified Shear Stress at any Cylindrical Element when Head Loss is Given
Go
Verified Specific Weight of Liquid when Shear Stress at any Cylindrical Element is Given
Go
Verified Viscosity when Mean Velocity of Flow is Given
Go
8 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators
Go
Verified Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given