Calculators Created by Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal
https://www.linkedin.com/in/rithik-agrawal-628026194/
1327
Formulas Created
353
Formulas Verified
242
Across Categories

List of Calculators by Rithik Agrawal

Following is a combined list of all the calculators that have been created and verified by Rithik Agrawal. Rithik Agrawal has created 1327 and verified 353 calculators across 242 different categories till date.
Created Braking Distance on Inclined Surface
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Created Braking Distance on Inclined Surface with Efficiency
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Created Braking Distance on Level Ground with Efficiency
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Created Breaking Distance
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Created Breaking Distance given Stopping Sight Distance
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Created Velocity of Vehicle given Breaking Distance
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Created Velocity of Vehicle in meter per second for Braking Distance
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Created Dynamic Viscosity for Pressure Reduction over Length of Piston
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Created Dynamic Viscosity for Shear Force Resisting Motion of Piston
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Created Dynamic Viscosity given Rate of Flow
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Created Dynamic Viscosity given Velocity of Flow in Oil Tank
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Verified Air Transport Movement per Aircraft
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Verified Airline Industry Wages
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Verified Jet Fuel Price given Yield
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Verified Real Gross National Product
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Verified Real Yield given Revenue Passenger Miles
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Verified Regression Model Formulation for Yield
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Verified Revenue Passenger Miles
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3 More Integrated Demand Forecast Framework Calculators
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Created Lag Distance or Reaction Distance for Velocity
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Created Lag Distance or Reaction Distance given Stopping Sight Distance
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Created Reaction Time given Lag Distance or Reaction Distance
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Created Velocity of Vehicle given Lag Distance or Reaction Distance
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Created Mean Velocity of Flow given Maximum Velocity
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Created Mean Velocity of Flow given Pressure Difference
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Created Mean Velocity of Flow given Pressure Gradient
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Created Mean Velocity of Flow given Pressure Head Drop
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Created Pressure Gradient given Maximum Velocity between Plates
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Created Pressure Gradient given Shear Stress Distribution Profile
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Created Coefficient of Thermal Expansion of Pipe Material given Stress due to Temperature Change
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Created Length of Expansion Joint given Movement that should be allowed
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Created Modulus of Elasticity of Pipe Material given Stress due to Temperature Change
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Created Movement in Length of Pipe
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Created Stress due to Temperature Change
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Created Temperature Change given Movement that should be allowed
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Created Temperature Change given Stress due to Temperature Change
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Created Velocity of Piston for Shear Force Resisting Motion of Piston
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Created Velocity of Piston for Vertical Upward Force on Piston
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Created Velocity of Piston given Velocity of Flow in Oil Tank
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Created Velocity of Pistons for Pressure Drop over Length of Piston
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Created Allowable Unit Load for Bridges using Structural Carbon Steel
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Created Ultimate Unit Load for Bridges using Structural Carbon Steel
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4 More Additional Bridge Column Formulas Calculators
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Created Allowable Unit Stress in Bending
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Created Moment Gradient Factor given Smaller and Larger Beam End Moment
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Created Steel Yield Strength given Allowable Unit Stress in Bending
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Created Allowable Stress when Slenderness Ratio is Less than Cc
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Created Allowable Stresses in Concentrically Loaded Columns based on AASHTO Bridge Design Specifications
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Created Allowable Shear Stress in Bridges
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Created Shear Buckling Coefficient given Allowable Shear Stress for Flexural Members in Bridges
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Created Steel Yield Strength using Allowable Shear Stress for Flexural Members in Bridges
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Created Change in Rate of Flow given Torque Exerted on Fluid
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Created Radial Distance r1 given Torque Exerted on Fluid
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Created Radial Distance r2 given Torque Exerted on Fluid
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Created Torque Exerted on Fluid
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Created Velocity at Radial Distance r1 given Torque Exerted on Fluid
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Created Velocity at Radial Distance r2 given Torque Exerted on Fluid
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Created Angle between Crown and Abutments given Thrust at Abutments of Arch Dam
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Created Extrados Stresses on Arch Dam
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Created Intrados Stresses on Arch Dam
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Created Radius to centerline given Thrust at Abutments of Arch Dam
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Created Rotation due to Moment on Arch Dam
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Created Rotation due to Shear on Arch Dam
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Created Rotation due to Twist on Arch Dam
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Created Shear Force given Deflection due to Shear on Arch Dam
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Created Shear Force given Rotation due to Shear on Arch Dam
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Verified Area of Cross Section for Force Exerted by Jet in Direction of Flow
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Verified Area of Cross Section for Force Exerted by Jet with relative velocity
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Verified Area of Cross Section for Mass of Fluid Striking moving Vane per Second
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Verified Area of Cross Section for work done by Jet on vane per second
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Created Deflection given Maximum Bending Stress at Proof Load of Leaf Spring
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Created Length given Maximum Bending Stress at Proof Load of Leaf Spring
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Created Maximum Bending Stress at Proof Load of Leaf Spring
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Created Modulus of Elasticity given Maximum Bending Stress at Proof Load of Leaf Spring
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Created Thickness given Maximum Bending Stress at Proof Load of Leaf Spring
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Created Average Velocity in Channel
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Created Boundary Shear Stress
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Created Friction Factor given Average Velocity in Channel
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Created Hydraulic Radius given Average Velocity in Channel
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Created Hydraulic Radius given Boundary Shear Stress
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Created Slope of Channel Bed given Average Velocity in Channel
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Created Slope of Channel Bottom given Boundary Shear Stress
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Created Specific Weight of Liquid given Boundary Shear Stress
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Created Strickler Formula for Average Height of Roughness Protrusions
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Created Area at Section 1 of Bars of Uniform Strength
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Created Area at Section 2 of Bars of Uniform Strength
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Created Weight Density of Bar using Area at Section 1 of Bars of uniform Strength
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Verified Inflow Rate given Rate of Change of Storage
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15 More Basic Equations of Flood Routing Calculators
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Created Allowable Bearing Stress for High Strength Bolts
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Created Allowable Stress for Expansion Rollers and Rockers where Diameter is from 635 mm to 3175 mm
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Created Allowable Stress for Expansion Rollers and Rockers where Diameter is up to 635 mm
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Created Diameter of Roller or Rocker for d from 635 to 3125mm
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Created Diameter of Roller or Rocker for d up to 635 mm
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Created Tensile Strength of Connected Part given Allowable Bearing Stress for High Strength Bolts
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2 More Bearing on Milled Surfaces and Bridge Fasteners Calculators
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Created Dead Load Moment given Stress in Steel for Shored Members
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Created Dead Load Moment given Stress in Steel for Unshored Members
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Created Live Load Moment given Stress in Steel for Shored Members
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Created Live Load Moment given Stress in Steel for Unshored Members
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Created Multiplier for Allowable Stress when Flange Bending Stress is lesser than Allowable Stress
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Created Section Modulus of Steel Beam given Stress in Steel for Unshored Members
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Created Section Modulus of Transformed Composite Section given Stress in Steel for Shored Members
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Created Section Modulus of Transformed Composite Section given Stress in Steel for Unshored Members
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Created Stress in Steel for Shored Members
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Created Stress in Steel for Unshored Members
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Verified Breaker Depth Index given Wave Period
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Verified Root Mean Square Wave Height at Breaking
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Verified Wave Height at Incipient Breaking using Beach Slope
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Verified Wave Period given Breaker Depth Index
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12 More Breaker Index Calculators
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Verified Actual Discharge over Broad Crested Weir
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Verified Additional Head given Head for Broad Crested Weir
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Verified Coefficient of Discharge for Max Discharge over Crested Weir
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Verified Coefficient of Discharge given Actual Discharge over Broad Crested Weir
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Verified Coefficient of Discharge given Discharge of Weir if Critical Depth is Constant
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Verified Critical Depth due to Reduction in Area of Flow Section given Total Head
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Verified Discharge over Broad Crested Weir
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Verified Head for Broad Crested Weir
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Verified Head if Velocity is considered for Discharge over Broad Crested Weir
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Verified Length of Crest given Actual Discharge over Broad Crested Weir
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Verified Length of Crest given Discharge over Weir
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Verified Length of Crest if Critical Depth is Constant for Discharge of Weir
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Verified Length of Crest over Broad Crested Weir for Max Discharge
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Verified Max Discharge over Broad Crested Weir
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Verified Maximum Discharge of Broad Crested Weir if Critical Depth is Constant
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Verified Total Head above Weir Crest
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Verified Total Head for Actual Discharge over Broad Crested Weir
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Verified Total Head for Maximum Discharge
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Verified Total Head given Discharge over Weir Crest
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Verified Velocity of Flow given Head
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Verified Buoyancy Force given Volume of Vertical Prism
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Verified Buoyant Force on Vertical Prism
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Verified Buoyant Force when Body Floats at between two Immiscible Fluids of Specific Weights
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Verified Cross Sectional Area of Prism given Buoyancy Force
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Verified Cross Sectional Area of Prism given Volume of Vertical Prism dV
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Verified Pressure Head Difference given Buoyancy Force
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Verified Pressure Head Difference given Volume of Vertical Prism dV
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Verified Specific Weight pf Fluid given Buoyancy Force
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Verified Volume of Vertical Prism
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3 More Buoyancy Force and Center of Buoyancy Calculators
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Created Distance from Centroid for Maximum Intensity in horizontal plane on Buttress Dam
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Created Maximum Intensity of Vertical Force in horizontal plane on Buttress Dam
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Created Minimum Intensity in horizontal plane on Buttress Dam
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Created Moment for Maximum Intensity in horizontal plane on Buttress Dam
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Created Moment for Minimum Intensity in horizontal plane on Buttress Dam
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Created Moment of Buttress dam in horizontal plane using stress
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Created Moment of Inertia for Minimum Intensity in horizontal plane on Buttress Dam
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Created Sectional Area of Base for Maximum Intensity in horizontal plane on Buttress Dam
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Created Sectional Area of base for Minimum Intensity in horizontal plane on Buttress Dam
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Created Total Vertical Load for Maximum Intensity in horizontal plane on Buttress Dam
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Created Total Vertical Load for Minimum Intensity in horizontal plane on Buttress Dam
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Created Cable Tension using Natural Frequency of Each Cable
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Created Fundamental Vibration Mode given Natural Frequency of Each Cable
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Created Natural Frequency of Each Cable
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Created Span of Cable given Natural Frequency of Each Cable
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Verified Maximum Deflection of Cantilever Beam carrying UDL
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Verified Maximum Deflection of Cantilever Beam carrying UVL with Maximum Intensity at Support
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11 More Cantilever Beam Calculators
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Created Cross Sectional Area of Tube using Dynamic Viscosity
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Created Diameter of Pipe given Dynamic Viscosity with Length
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Created Diameter of Pipe given Kinematic Viscosity
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Created Diameter of Pipe using Dynamic Viscosity with Time
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Created Dynamic Viscosity of Fluids in Flow
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Created Length of Pipe given Kinematic Viscosity
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Created Length of Reservoir using Dynamic Viscosity
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Created Catenary Length given Tension at any Point of Simple Cable with UDL
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Created Horizontal Component given Tension at any Point of Simple Cable with UDL
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Created Tension at any Point given Catenary Length of Simple Cable with UDL
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Created UDL given Tension at any Point of Simple Cable with UDL
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Created Catenary Parameter for UDL on Catenary Parabolic Cable
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Created Maximum Sag given Catenary Parameter for UDL on Catenary Parabolic Cable
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Created Span of Cable given Catenary Parameter for UDL on Catenary Parabolic Cable
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Created Tension at Supports given Catenary Parameter for UDL on Catenary Parabolic Cable
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Created Total Sag given Catenary Parameter for UDL on Catenary Parabolic Cable
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Created UDL given Catenary Parameter for UDL on Catenary Parabolic Cable
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Created Average Velocity in Channel given Chezy Constant
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Created Chezy Constant given Average Velocity in Channel
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Created Chezy Constant through Ganguillet-Kutter Formula
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Created Chezy Constant using Basin Formula
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Created Chezy Constant using Manning's Formula
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Created Hydraulic Radius given Average Velocity in Channel with Chezy Constant
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Created Slope of Channel Bed given Average Velocity in Channel with Chezy Constant
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Created Chezy Constant given Discharge through Channels
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Created Depth of Flow in most Efficient Channel for Maximum Discharge
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Created Depth of Flow in most Efficient Channel for Maximum Velocity
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Created Depth of flow in most Efficient Channel in circular channel
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Created Diameter of Section given Depth of Flow in most Efficient channel for Maximum Velocity
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Created Diameter of Section given Depth of flow in most Efficient Channel section
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Created Diameter of Section given Flow Depth in most Efficient Channel
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Created Diameter of Section given Hydraulic Radius in most Efficient Channel for Maximum Velocity
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Created Diameter of Section when Hydraulic Radius is at 0.9D
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Created Discharge through Channels
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Created Hydraulic Radius in most Efficient channel for Maximum Velocity
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Created Radius of Section given Depth of flow in Efficient Channel
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Created Radius of Section given Depth of Flow in most Efficient Channel for Maximum Velocity
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Created Radius of Section given Depth of Flows in most Efficient Channel
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Created Radius of Section given Hydraulic Radius
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Created Radius of Section given Hydraulic Radius in most Efficient Channel for Maximum Velocity
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Created Side Slope of Channel Bed given Discharge through Channels
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Created Wetted Area given Discharge through Channels
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Created Wetted Perimeter given Discharge through Channels
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Created Diameter at One End of Circular Tapering Rod
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Created Diameter at Other End of Circular Tapering Rod
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Created Diameter of Circular Tapered Rod with Uniform Cross Section
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Created Elongation of Circular Tapering Rod
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Created Elongation of Prismatic Rod
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Created Length of Circular Tapered Rod with Uniform Cross Section
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Created Length of Circular Tapering rod
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Created Load at End with known Extension of Circular Tapering Rod
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Created Modulus of Elasticity of Circular Tapering Rod with Uniform Cross Section Section
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Created Modulus of Elasticity using Elongation of Circular Tapering Rod
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Created Area of Curve using Vorticity
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Created Circulation using Vorticity
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Created Vorticity of Fluid Flows
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Created Deflection for Close-Coiled Helical Spring
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Created Diameter of Spring Wire or Coil given Deflection for Close-Coiled Helical Spring
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Created Load Applied on Spring Axially given Deflection for Close-Coiled Helical Spring
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Created Mean Radius of Spring given Deflection for Close-Coiled Helical Spring
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Created Modulus of Rigidity given Deflection for Close-Coiled Helical Spring
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Created Number of Spring Coils given Deflection for Close-Coiled Helical Spring
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Created Clearance given Torque exerted on Outer Cylinder
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Created Dynamic Viscosity given Torque exerted on Outer Cylinder
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Created Dynamic Viscosity given Total Torque
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Created Dynamic Viscosity of Fluid Flow given Torque
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Created Height of Cylinder given Dynamic Viscosity of Fluid
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Created Height of Cylinder given Torque exerted on Inner Cylinder
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Created Radius of Inner Cylinder given Torque exerted on Inner Cylinder
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Created Radius of Inner Cylinder given Torque exerted on Outer Cylinder
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Created Radius of Inner Cylinder given Velocity Gradient
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Created Radius of Outer Cylinder given Velocity Gradient
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Created Shear Stress on Cylinder given Torque exerted on Inner Cylinder
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Created Speed of Outer Cylinder given Dynamic Viscosity of Fluid
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Created Speed of Outer Cylinder given Torque exerted on Outer Cylinder
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Created Speed of Outer Cylinder given Total Torque
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Created Speed of Outer Cylinder given Velocity Gradient
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Created Torque exerted on Inner Cylinder
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Created Torque exerted on Inner Cylinder given Dynamic Viscosity of Fluid
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Created Torque exerted on Outer Cylinder
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Created Total Torque
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Created Velocity Gradients
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Created Coefficient of Friction given Stopping Sight Distance
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Created Coefficient of Longitudinal Friction given Breaking Distance
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Created Coefficient of Permeability given Maximum and Minimum Permeability for Earth Dam
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Created Coefficient of Permeability given Quantity of Seepage in Length of Dam
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Created Coefficient of Permeability Given Seepage Discharge in Earth Dam
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Created Maximum Permeability given Coefficient of Permeability for Earth Dam
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Created Minimum Permeability given Coefficient of Permeability for Earth Dam
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Verified Column Buckling Stress Fc1 given Relative Material Cost
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Verified Column Buckling Stress Fc2 given Relative Material Cost
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Verified Relative Material Cost for Two Columns of Different Steels Carrying Same Load
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1 More Columns Calculators
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Created Distance from Extreme Fiber given Moment of Resistance and Moment of Inertia along with Stress
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Created Distance from Extreme Fiber given Young's Modulus along with Radius and Stress Induced
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Created Moment of Inertia given Moment of Resistance, Stress induced and Distance from Extreme Fiber
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Created Moment of Inertia given Young's Modulus, Moment of Resistance and Radius
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Created Moment of Resistance given Young's Modulus, Moment of Inertia and Radius
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Created Moment of Resistance in Bending Equation
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Created Stress Induced using Moment of Resistance, Moment of Inertia and Distance from Extreme Fiber
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Created Stress Induced with known Distance from Extreme Fiber, Young's Modulus and Radius of curvature
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Created Young's Modulus given Distance from Extreme Fiber along with Radius and Stress Induced
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Created Young's Modulus using Moment of Resistance, Moment of Inertia and Radius
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9 More Combined Axial and Bending Loads Calculators
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Created Angle of Twist in Combined Bending and Torsion
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Created Angle of Twist in Combined Bending and Torsional Stress
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Created Bending Moment given Combined Bending and Torsion
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Created Bending Stress given Combined Bending and Torsional Stress
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Created Torsional Moment when Member is subjected to both Bending and Torsion
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Created Torsional Stress given Combined Bending and Torsional Stress
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Created Angle of Oblique Plane using Normal Stress when Complementary Shear Stresses Induced
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Created Angle of Oblique Plane using Shear Stress when Complementary Shear Stresses Induced
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Created Normal Stress when Complementary Shear Stresses Induced
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Created Shear Stress along Oblique Plane when Complementary Shear Stresses Induced
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Created Shear Stress due to Effect of Complementary Shear Stresses and Shear Stress in Oblique Plane
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Created Shear Stress due to Induced Complementary Shear Stresses and Normal Stress on Oblique Plane
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Created Area of Channel Section by Manning's Formula
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Created Area of Channel Section given Conveyance of Channel Section
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Created Area of Channel Section given Discharge
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Created Bed Slope given Conveyance Factor
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Created Bed Slope of Channel Section given Discharge
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Created Chezy Constant given Conveyance of Channel Section
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Created Chezy Constant given Discharge
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Created Conveyance given Discharge
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Created Conveyance of Channel Section
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Created Discharge given Conveyance
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Created Discharge through Channel
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Created Hydraulic Radius of Channel Section given Conveyance of Channel Section
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Created Hydraulic Radius of Channel Section given Discharge
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Created Manning's Formula for Bed Slope given Discharge
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Created Manning's Formula for Conveyance given Discharge
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Created Manning's Formula for Conveyance of Section
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Created Manning's Formula for Discharge given Conveyance
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Created Manning's Formula for Hydraulic Radius of Channel Section given Conveyance of Section
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Created Manning's Formula for Roughness Coefficient given Conveyance of Section
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Created Constant K1 given Rotation due to Moment on Arch Dam
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Created Constant K2 given Deflection due to Thrust on Arch Dam
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Created Constant K3 given Deflection due to Shear on Arch Dam
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Created Constant K4 given Rotation due to Twist on Arch Dam
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Created Constant K5 given Deflection due to Moments on Arch Dam
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Created Constant K5 given Rotation due to Shear on Arch Dam
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Created Cross Sectional Area at Section 1 for Steady Flow
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Created Cross Sectional Area at Section 2 given Flow at Section 1 for Steady Flow
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Created Cross Sectional Area at Section given Discharge for Steady Incompressible Fluid
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Created Discharge through Section for Steady Incompressible Fluid
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Created Mass Density at Section 1 for Steady Flow
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Created Mass Density at Section 2 given Flow at Section 1 for Steady Flow
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Created Velocity at Section 1 for Steady Flow
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Created Velocity at Section 2 given Flow at Section 1 for Steady Flow
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Created Velocity at Section for Discharge through Section for Steady Incompressible Fluid
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1 More Continuity Equation Calculators
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Created Critical Depth for Parabolic Channel
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Created Critical Depth for Rectangular Channel
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Created Critical Depth for Triangular Channel
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Created Critical Depth given Critical Energy for Rectangular Channel
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Created Critical Depth given Critical Energy for Triangular Channel
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Created Critical Depth of Flow given Critical Energy for Parabolic Channel
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Created Critical Energy for Parabolic Channel
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Created Critical Energy for Rectangular Channel
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Created Critical Energy for Triangular Channel
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Created Critical Section Factor
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Created Discharge given Critical Depth for Parabolic Channel
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Created Discharge given Critical Depth for Triangular Channel
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Created Discharge given Critical Section Factor
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Created Discharge per unit Width given Critical Depth for Rectangular Channel
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Created Side Slope of Channel given Critical Depth for Parabolic Channel
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Created Side Slope of Channel given Critical Depth for Triangular Channel
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Verified Cross Sectional Area given Mass of Fluid Striking Plate
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2 More Cross Sectional Area Calculators
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Created Bed Slope using Mannings Equation
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Created Entrance Loss Coefficient given Head on Entrance using Mannings formula
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Created Entrance Loss Coefficient using formula for Head on Entrance measured from Bottom of Culvert
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Created Head on Entrance measured from Bottom of Culvert
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Created Head on Entrance measured from Bottom of Culvert using Mannings formula
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Created Manning's Formula for Hydraulic Radius given Velocity of Flow in Culverts
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Created Manning's Formula for Roughness Coefficient given Velocity of Flow in Culverts
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Created Normal Depth of Flow given Head on Entrance measured from Bottom of Culvert
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Created Normal Depth of Flow given Head on Entrance measured from Bottom using Mannings formula
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Created Velocity of Flow given Head on Entrance measured from Bottom of Culvert
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Created Velocity of Flow through Mannings Formulas in Culverts
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Created Liquid Column Height given Pressure Intensity at Radial Distance from Axis
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Created Pressure Intensity at Radial Distance r from Axis
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Created Pressure Intensity when Radial Distance is Zero
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Created Specific Weight of Liquid given Total Pressure Force on each end of Cylinder
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Created Total Pressure Force on Each End of Cylinder
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Created Atmospheric Pressure given Pressure at any Point with Origin at Free Surface
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Created Centripetal Acceleration Exerted on Liquid Mass at Radial Distance from Axis
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Created Constant Angular Velocity given Centripetal acceleration at radial distance r from axis
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Created Constant Angular Velocity given Equation of Free Surface of Liquid
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Created Equation of Free Surface of liquid
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Created Pressure at any Point with Origin at Free Surface
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Created Radial Distance for Pressure at Any Point with Origin at Free Surface
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Created Radial Distance given Centripetal Acceleration from Axis
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Created Vertical Depth given Pressure at any point with Origin at Free Surface
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Created Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations
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Created Equipotential Lines given discharge for Dams on Soft Foundations
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Created Equipotential Lines given Hydraulic Gradient per unit head for Dams on Soft Foundations
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Created Hydraulic Gradient per unit head for Dams on Soft Foundations
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Created Length of Conduit after using Area of Pipe in Discharge
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Created Length of Conduit given Neutral Stress per unit area for Dams on Soft Foundations
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Created Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations
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Created Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations
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Created Neutral Stress per unit area for Dams on Soft Foundations
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Created New Material Coefficient C2 for Dams on Soft or Porous Foundations
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Created Number of Beds given discharge for Dams on Soft Foundations
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Created Number of Beds given Hydraulic Gradient per unit head for Dams on Soft Foundations
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Created Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations
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Created Saturation for Total Pressure per unit Area for Dams on Soft Foundations
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Created Specific Gravity of Water given Neutral stress per unit area for Dams on Soft Foundations
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Created Total Pressure per unit Area for Dams on Soft Foundations
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Created Velocity given Length of Conduit after using Area of Pipe in Discharge
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Created Void Ratio given Total Pressure per unit Area for Dams on Soft Foundations
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Created Area of Pipe given Total Required Power
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Created Density of Fluid given Friction Factor
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Created Density of Liquid given Shear Stress and Darcy Friction Factor
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Created Density of Liquid using Mean Velocity given Shear Stress with Friction Factor
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Created Diameter of Pipe given Friction Factor
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Created Diameter of Pipe given Head Loss due to Frictional Resistance
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Created Dynamic Viscosity given Friction Factor
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Created Head Loss due to Frictional Resistance
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Created Length of Pipe given Head Loss due to Frictional Resistance
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Created Pressure Gradient given Total Required Power
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Created Reynolds Number given Friction Factor
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Created Shear Stress given Friction Factor and Density
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Created Shear Velocity
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Created Total Required Power
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Created Length of Piston for Pressure Drop over Piston
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Created Length of Piston for Shear Force Resisting Motion of Piston
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Created Length of Piston for Vertical Upward Force on Piston
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Created Pressure Drop over Length of Piston given Vertical Upward Force on Piston
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Created Pressure Drop over Piston
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Created Pressure Gradient given Rate of Flow
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Created Pressure Gradient given Velocity of Flow in Oil Tank
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Created Shear Force Resisting Motion of Piston
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Created Total Forces
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Created Velocity of Flow in Oil Tank
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Created Vertical Force given Total Force
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Created Vertical Upward Force on Piston given Piston Velocity
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Verified Deflection due to Self Weight given Short Term Deflection at Transfer
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Verified Short Term Deflection at Transfer
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Verified Deflection due to Prestressing Force before Losses when Short Term Deflection at Transfer
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Verified Length of Span given Deflection due to Prestressing for Doubly Harped Tendon
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Verified Moment of Inertia for Deflection due to Prestressing in Doubly Harped Tendon
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Verified Young's Modulus given Deflection due to Prestressing for Doubly Harped Tendon
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14 More Deflection due to Prestressing Force Calculators
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Created Deflection due to Moments on Arch Dam
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Created Deflection due to Shear on Arch Dam
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Created Deflection due to Thrust on Arch Dam
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Verified Average Depth of Harbor for Water Volume Exchanged during Entire Tide Period
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Verified Average Harbor Depth given Portion caused by Filling
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Verified Average River Density over one Tide Period given Relative Density
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Verified Cross-Sectional Area of Entrance given Water Volume exchanged during entire Tide Period
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Verified Density Influence given Ratio of Water Volume entering Harbor per Tide
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Verified Difference between High and Low Tide Levels given Portion caused by Filling
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Verified Maximum River Density given Relative Density
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Verified Minimum River Density given Relative Density
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Verified Portion caused by Filling Evaluated by Comparing Tidal Prism of Harbor to Total Harbor Volume
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Verified Portion caused by Filling given Average Harbor Depth
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Verified Portion caused by Filling given Ratio of Water Volume Entering Harbor per Tide
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Verified Ratio of Water Volume entering Harbor per Tide to Harbor Volume
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Verified Relative Density given River Density
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Verified Relative Density given Velocity in Dry Bed Curve
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Verified Tidal Prism of Harbor Basin
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Verified Tidal Prism of Harbor Basin given Difference between High and Low Tide Levels
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Verified Total Harbor Volume based upon Depth
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Verified Total Harbor Volume based upon Depth given difference between High and Low Tide Levels
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Verified Total Water Volume Exchanged during entire Tide Period
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Verified Velocity in Dry Bed Curve
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3 More Density Currents in Harbors Calculators
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Created Component of Velocity in X Direction using Slope of Streamline
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Created Component of Velocity in Y Direction given Slope of Streamline
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Created Slope of Streamline
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Verified Dynamic Viscosity given Power Requirement for Rapid Mixing Operations
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Verified Flow Rate of Secondary Effluent given Volume of Flocculation Basin
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Verified Mean Velocity Gradient given Power Requirement for Rapid Mixing Operations
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Verified Power Requirement for Rapid Mixing Operations in Wastewater Treatment
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Verified Time in Minutes Per Day given Volume of Flocculation Basin
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Verified Volume of Mixing Tank given Power Requirement for Rapid Mixing Operations
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Verified Volume of Rapid Mix Basin
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Verified Wastewater Flow given Volume of Rapid Mix Basin
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11 More Design of Rapid Mix Basin and Flocculation Basin Calculators
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Verified Angle Made by Pendulum
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Verified Distance Moved by Pendulum on Horizontal scale
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Verified Length of Plumb Line
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Verified Discharge for Notch which is to be Calibrated
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6 More Discharge Calculators
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Verified Perimeter when Inlet Capacity for Flow Depth is up to 4.8 inches
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9 More Disposing of storm water Calculators
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Created Dynamic Viscosity for Discharge through Pipe
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Created Dynamic Viscosity given Maximum Velocity at Axis of Cylindrical Element
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Created Dynamic Viscosity given Pressure Gradient at Cylindrical Element
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Created Dynamic Viscosity given Velocity at any point in Cylindrical Element
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Created Dynamic Viscosity given Maximum Velocity between Plates
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Created Dynamic Viscosity given Mean Velocity of Flow with Pressure Gradient
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Created Dynamic Viscosity given Pressure Difference
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Created Dynamic Viscosity using Velocity Distribution Profile
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Verified Weight on Drivers given Usable Pull
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Verified Weight on Wheels given Rolling Resistance
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Verified Weight on Wheels using Grade Resistance for Motion on Slope
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9 More Earth Moving Calculators
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Verified Error in Computed Discharge given Error in Head for Rectangular Weir
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Verified Error in Computed Discharge given Error in Head for Triangular Weir
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Verified Error in Head for Rectangular Weir
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Verified Error in Head for Triangular Weir
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Created Effective Head for Power in Kilowatt
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Created Effective Head for Power obtained from Water Flow in Horsepower
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Created Efficiency of Turbine and Generator for Power obtained from Water Flow in Horsepower
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Created Efficiency of Turbine and Generator given Power in Kilowatt
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Created Efficiency of Turbine and Generator given Power obtained from Water Flow in Horsepower
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Created Efficiency of turbine and generator given Power obtained from water flow in Kilowatt
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Created Elastic Modulus of Rock given Deflection due to Moments on Arch Dam
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Created Elastic Modulus of Rock given Deflection due to Shear on Arch Dam
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Created Elastic Modulus of Rock given Deflection due to Thrust on Arch Dam
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Created Elastic Modulus of Rock given Rotation due to Moment on Arch Dam
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Created Elastic Modulus of Rock given Rotation due to Shear on Arch Dam
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Created Elastic Modulus of Rock given Rotation due to Twist on Arch Dam
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Created Coefficient of Discharge of Elbow Meter given Discharge
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Created Cross Sectional Area of Elbow Meter given Discharge
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Created Differential Pressure Head of Elbow Meter
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Created Discharge through Pipe in Elbowmeter
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Created Cross Sectional Area with known Elongation of Tapering Bar due to Self Weight
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Created Elongation due to Self Weight in Prismatic Bar
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Created Elongation due to Self Weight in Prismatic Bar using Applied Load
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Created Elongation of Truncated Conical Rod due to Self Weight
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Created Length of Bar using Elongation due to Self Weight in Prismatic bar
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Created Length of Bar using its Uniform Strength
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Created Length of Rod of Truncated Conical Section
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Created Modulus of Elasticity of Bar with known elongation of Truncated Conical Rod due to Self Weight
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Created Modulus of Elasticity of Rod using Extension of Truncated Conical Rod due to Self Weight
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Created Specific weight of Truncated Conical Rod using its elongation due to Self Weight
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Created Uniform Stress on Bar due to Self-Weight
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Created Elongation of Conical bar due to Self Weight
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Created Elongation of Conical Bar due to Self Weight with known Cross-sectional area
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Created Length of Bar given Elongation of Conical Bar due to Self Weight
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Created Length of Bar using Elongation of Conical Bar with Cross-sectional area
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Created Length of Circular Tapering Rod when deflection due to load
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Created Length of Prismatic Rod given Elongation due to Self Weight in Uniform Bar
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Created Load on Conical Bar with known Elongation due to Self Weight
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Created Load on Prismatic Bar with known Elongation due to Self Weight
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Created Modulus of Elasticity of Bar given Elongation of Conical Bar due to Self Weight
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Created Modulus of Elasticity of Conical Bar with known Elongation and Cross-sectional area
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Created Modulus of Elasticity of Prismatic Bar with known Elongation due to Self Weight
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Created Self Weight of Conical section with known Elongation
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Created Self Weight of Prismatic Bar with known Elongation
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Created Chezy Formula for Energy Slope of Rectangular Channel
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Created Energy Slope given Slope of Dynamic Equation of Gradually Varied Flow
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Created Energy Slope of Channel given Energy Gradient
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Created Energy Slope of Rectangular channel
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Created Entrance Loss Coefficient given Velocity of Flow Fields
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Created Head Loss in Flow
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Created Hydraulic Radius of Culvert given Velocity of Flow Fields
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Created Length of Culvert given Velocity of Flow Fields
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Created Velocity of Flow Fields
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Verified Adiabatic Exponent or Adiabatic Index
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Verified Atmospheric Pressure According to Polytropic Process
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Verified Density According to Polytropic Process
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Verified Height of Fluid Column of Constant Specific Weight
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Verified Initial Density According to Polytropic Process
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Verified Initial Pressure according to Polytropic Process
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Verified Positive Constant
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1 More Equilibrium of Compressible Fluid Atmospheric Equilibrium Calculators
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Created Bending Stress of Circular Shaft given Equivalent Bending Moment
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Created Diameter of Circular Shaft for Equivalent Torque and Maximum Shear Stress
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Created Diameter of Circular Shaft given Equivalent Bending Stress
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Created Equivalent Bending Moment of Circular Shaft
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Created Equivalent Torque given Maximum Shear Stress
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Created Maximum Shear Stress due to Equivalent Torque
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1 More Equivalent Bending Moment & Torque Calculators
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Verified Coefficient of Drag at 10m Reference Level given Wind Stress
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Verified Friction Velocity given Wind Speed at Height above Surface
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Verified Friction Velocity given Wind Stress
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Verified Height z above Surface given Standard Reference Wind Speed
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Verified Rate of Momentum Transfer at Standard Reference Height for Winds
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Verified Wind Speed at Height z above Surface
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Verified Wind Speed at Height z above Surface given Standard Reference Wind Speed
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Verified Wind Speed at Standard 10-m Reference Level
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Verified Wind Speed given Coefficient of Drag at 10-m Reference Level
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Verified Wind Stress given Friction Velocity
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Verified Wind Stress in Parametric Form
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13 More Estimating Marine and Coastal Winds Calculators
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Created Datum Height at Section 1 from Bernoulli Equation
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Created Datum Height using Piezometric Head for Steady Non-Viscous Flow
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Created Piezometric Head for Steady Non Viscous Flow
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Created Pressure at Section 1 from Bernoulli Equation
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Created Pressure Head for Steady Non Viscous Flow
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Created Pressure using Pressure Head for Steady Non Viscous Flow
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Created Velocity at Section 1 from Bernoulli Equation
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Created Velocity Head for Steady Non Viscous Flow
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Created Velocity of Flow given Velocity Head for Steady Non Viscous Flow
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Verified Velocity of jet for mass of fluid striking plate
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5 More Flat Plate Normal to the Jet Calculators
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Created Equivalent Width of Flitched Beam
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Created Modular Ratio for Equivalent Width of Flitched Beam
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Created Thickness of Steel given Equivalent Width of Flitched Beam
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Verified Velocity using Water Flow Equation
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7 More Flow velocity in straight sewers Calculators
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Verified Pressure at Point in Liquid given Pressure Head
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Verified Pressure Difference between Two Points in Liquid
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Verified Pressure Head of Liquid
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Verified Pressure Head of Liquid given Pressure Head of another Liquid having same Pressure
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Verified Average per Cycle Exchange Coefficient
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Verified Concentration of Substance after i Tidal Cycles
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Verified Froude Number where Particle Motion in Vessel generated Waves does not Reach Bottom
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Verified Initial Concentration of Substance in Harbor Water
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Verified Vessel Speed given Froude Number
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Verified Water Depth given Froude Number
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11 More Flushing/Circulation Processes and Vessel Interactions Calculators
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Created Deflection in Leaf Spring given Load
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Created Load given Deflection in Leaf Spring
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Created Modulus of Elasticity in Leaf Spring given Deflection
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Created Number of plates given Deflection in Leaf Spring
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Created Thickness given Deflection in Leaf Spring
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Created Width given Deflection in Leaf Spring
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Verified Force Exerted by Jet in Direction of Flow of Incoming Jet with angle at 90
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Verified Force Exerted by Jet in Direction of Flow of Incoming Jet with angle zero
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Verified Force Exerted by Jet in direction of Flow of Jet
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Verified Force Exerted by jet with relative velocity
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Created Acceleration of Fluid given Sum of Total Forces influencing Motion of Fluid
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Created Compressibility Force given Sum of Total Forces influencing Motion of Fluid
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Created Gravity Force given Sum of Total Forces influencing Motion of Fluid
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Created Mass of Fluid given Sum of Total Forces influencing Motion of Fluid
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Created Pressure Force given Sum of Total Forces influencing Motion of Fluid
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Created Sum of Total Forces Influencing Motion of Fluid
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Created Surface Tension Force given Sum of Total Forces influencing Motion of Fluid
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Created Turbulent Force given Sum of Total Forces influencing Motion of Fluid
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Created Viscous Force given Sum of Total Forces influencing Motion of Fluid
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Verified Form Drag Coefficient given Form Drag of Vessel
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Verified Form Drag of Vessel due to Flow of Water Past Vessel's Cross-sectional Area
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Verified Vessel Beam given Form Drag of Vessel
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4 More Form Drag Calculators
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Created Friction Factor
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Created Friction Factor given Reynolds Number
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Created Friction Factor given Shear Stress and Density
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Created Friction Factor given Shear Velocity
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Created Friction Factor when Head Loss is due to Frictional Resistance
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Verified Coefficient of Friction given Px
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Verified Prestress Force at Distance X by Taylor Series Expansion
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Verified Prestress Force at Stressing End using Taylor Series Expansion
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Verified Prestressing Force at Distance x from Stretching End for Known Resultant
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Verified Resultant of Vertical Reaction from Concrete on Tendon
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Verified Wobble Coefficient k given Px
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1 More Friction Loss Calculators
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Created Angle of Sector given Top Width
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Created Angle of Sector given Wetted Perimeter
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Created Diameter of Section given Hydraulic Depth
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Created Diameter of Section given Hydraulic Radius for Channel
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Created Diameter of Section given Section Factor
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Created Diameter of Section given Top Width
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Created Diameter of Section given Wetted Area
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Created Diameter of Section given Wetted Perimeter
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Created Hydraulic Depth of Circle
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Created Hydraulic Radius given Angle
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Created Section Factor for Circle
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Created Top Width for Circle
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Created Wetted Area for Circle
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Created Wetted Perimeter for circle
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Created Depth of Flow given Hydraulic Depth for Parabola
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Created Depth of Flow given Section Factor for Parabola
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Created Depth of Flow given Top Width for Parabola
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Created Depth of Flow given Wetted Area for Parabola
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Created Hydraulic Depth for Parabola
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Created Hydraulic Radius given Width
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Created Top Width for Parabola
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Created Top Width given Hydraulic Radius
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Created Top Width given Wetted Area
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Created Top Widths given Section Factor
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Created Wetted Area
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Created Wetted Area given Top Width
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Created Wetted Perimeter for Parabola
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Created Depth of Flow given Hydraulic Radius in Rectangle
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Created Depth of Flow given Section Factor for Rectangle Channel
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Created Depth of Flow given Wetted Area for Rectangle
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Created Depth of Flow given Wetted Perimeter for Rectangle
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Created Hydraulic Radius of Open Channel
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Created Section Factor for Rectangle
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Created Wetted Area for Rectangle
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Created Wetted Perimeter for Rectangular Section
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Created Width of Section given Hydraulic Radius of Rectangle
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Created Width of Section given Perimeter
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Created Width of Section given Section Factor
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Created Width of Section given Wetted Areas
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Created Depth of Flow given Top Width for Trapezoidal
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Created Depth of Flow given Wetted Perimeter for Trapezoidal
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Created Hydraulic Depth for Trapezoidal
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Created Hydraulic Radius of Section
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Created Section Factor for Trapezoidal
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Created Side Slope of Section given Hydraulic Depth
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Created Side Slope of Section given Perimeter
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Created Side Slope of Section given Top Width for Trapezoidal
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Created Side Slope of Section given Wetted Area of Trapezoidal
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Created Top Width for Trapezoidal
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Created Wetted Area for Trapezoidal
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Created Wetted Perimeter for Trapezoidal
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Created Width of Section given Hydraulic Depth
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Created Width of Section given Top Width
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Created Width of Section given Wetted Area for Trapezoidal
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Created Width of Section given Wetted Perimeters in Section
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Created Width of Sections given Hydraulic Radius
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Created Depth of Flow for Wetted Perimeter for Triangle
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Created Depth of Flow given Hydraulic Depth for Triangle
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Created Depth of Flow given Hydraulic Radius for Triangle
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Created Depth of Flow given Section Factor for Triangle Channel
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Created Depth of Flow given Top Width for Triangle
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Created Depth of Flow given Wetted Area for Triangle
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Created Hydraulic Depth for Triangle
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Created Hydraulic Radius of Flow
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Created Section Factor for Triangle
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Created Side Slope of Section given Hydraulic Radius
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Created Side Slope of Section given Section Factor
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Created Side Slope of Section given Top Width for Triangle
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Created Side Slope of Section given Wetted Area
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Created Side Slope of Section given Wetted Perimeters
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Created Top Width for Triangle
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Created Wetted Area for Triangular
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Created Wetted Perimeter for Triangular Section
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Created Camber given Gradient
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Created Distance from Center of Camber given Height for Parabolic Shape Camber
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Created Grade Compensation formula 1
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Created Grade Compensation formula 2
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Created Gradient given Camber
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Created Gradient given Height for Parabolic Shape Camber
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Created Height for Parabolic Shape Camber
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Created Height for Straight Line Camber
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Created Radius of Road given Grade Compensation formula 1
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Created Radius of Road given Grade Compensation formula 2
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Created Width of Road given Height for Parabolic Shape Camber
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Created Width of Road given Height for Straight Line Camber
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Created Area given Stress due to gradually Applied Load
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Created Load given Stress due to gradually Applied Load
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Created Stress due to gradually Applied Load
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Created Area of Section given Energy Gradient
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Created Area of Section given Froude Number
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Created Area of Section given Total Energy
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Created Bed Slope given Energy Slope of Rectangular channel
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Created Bed Slope given Slope of Dynamic Equation of Gradually Varied Flow
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Created Bottom Slope of Channel given Energy Gradient
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Created Chezy Formula for Bed Slope given Energy Slope of Rectangular Channel
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Created Chezy Formula for Depth of Flow given Energy Slope of Rectangular Channel
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Created Chezy Formula for Normal Depth given Energy Slope of Rectangular Channel
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Created Depth of Flow given Energy Slope of Rectangular channel
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Created Depth of Flow given Total Energy
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Created Discharge given Energy Gradient
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Created Discharge given Froude Number
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Created Discharge given Total Energy
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Created Energy Gradient given Bed Slope
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Created Energy Gradient given Slope
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Created Froude Number given Slope of Dynamic Equation of Gradually Varied Flow
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Created Froude Number given Top Width
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Created Normal Depth given Energy Slope of Rectangular channel
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Created Slope of Dynamic Equation of Gradually Varied Flow given Energy Gradient
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Created Slope of Dynamic Equation of Gradually Varied Flows
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Created Top Width given Energy Gradient
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Created Top Width given Froude Number
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Created Total Energy of Flow
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Created Density of Water given Water Pressure in Gravity Dam
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Created Eccentricity for Vertical Normal Stress at Downstream Face
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Created Eccentricity given Vertical Normal Stress at Upstream Face
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Created Total Vertical Force for Vertical Normal Stress at Upstream Face
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Created Total Vertical Force given Vertical Normal Stress at Downstream Face
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Created Vertical Normal Stress at Downstream Face
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Created Vertical Normal Stress at Upstream Face
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Created Water Pressure in Gravity Dam
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Verified Cumulative Infiltration Capacity given Green-Ampt Parameters of Infiltration Model
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5 More Green-Ampt Equation (1911) Calculators
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Created Diameter of Pipe given Head Loss over Length of Pipe
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Created Diameter of Pipe given Head Loss over Length of Pipe with Discharge
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Created Diameter of Pipe given Pressure Drop over Length of Pipe
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Created Diameter of Pipe given Pressure Drop over Length of Pipe with Discharge
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Created Discharge given Pressure Drop over Length of Pipe
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Created Dynamic Viscosity given Head Loss over Length of Pipe
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Created Dynamic Viscosity given Head Loss over Length of Pipe with Discharge
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Created Dynamic Viscosity given Pressure Drop over Length of Pipe
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Created Dynamic Viscosity given Pressure Drop over Length of Pipe with Discharge
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Created Head Loss over Length of Pipe
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Created Head Loss over Length of Pipe given Discharge
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Created Length of Pipe given Head Loss over Length of Pipe
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Created Length of Pipe given Head Loss over Length of Pipe with Discharge
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Created Length of Pipe given Pressure Drop over Length of Pipe
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Created Length of Pipe given Pressure Drop over Length of Pipe with Discharge
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Created Mean Velocity of Flow given Head Loss over Length of Pipe
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Created Mean Velocity of Flow given Pressure Drop over Length of Pipe
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Created Pressure drop over length of pipe
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Created Pressure Drop over Length of Pipe given Discharge
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Created Specific Weight of Liquid given Head Loss over Length of Pipe
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Verified Additional Length accounting for Mass Outside each End of Channel
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Verified Additional Length to account for Mass Outside each end of Channel
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Verified Basin Surface Area given Resonant Period for Helmholtz mode
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Verified Channel Cross-sectional Area given Resonant Period for Helmholtz mode
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Verified Channel Length for Resonant Period for Helmholtz Mode
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Verified Resonant Period for Helmholtz Mode
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16 More Harbor Oscillations Calculators
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Created Diameter of Tyre given Hoop Stress due to Temperature Fall
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Created Diameter of Wheel given Hoop Stress due to Temperature Fall
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Created Hoop Stress due to Temperature Fall
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Created Hoop Stress due to Temperature Fall given Strain
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Created Modulus of Elasticity given Hoop Stress due to Temperature Fall with Strain
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Created Strain for Hoop Stress due to Temperature Fall
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Created Area given Horizontal Shear Flow
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Created Distance from Centroid given Horizontal Shear Flow
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Created Horizontal Shear Flow
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Created Moment of Inertia given Horizontal Shear Flow
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Created Shear given Horizontal Shear Flow
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Created Hydraulic Depth
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Created Hydraulic Radius or Hydraulic Mean Depth
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Created Top Width given Hydraulic Depth
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Created Wetted Area given Hydraulic Depth
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Created Wetted Area given Hydraulic Mean Depth
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Created Wetted Perimeter given Hydraulic Mean Depth
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Verified Head given Discharge through Notch which is to be Calibrated
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7 More Hydraulic Head Calculators
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Created Depth below Surface for Total Pressure per unit Area for Dams on Soft Foundations
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Created Depth below Surface given Neutral Stress per unit Area for Dams on Soft Foundations
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Created Head given Hydraulic Gradient per unit Head for Dams on Soft Foundations
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Created Head given Neutral Stress per unit Area for Dams on Soft Foundations
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Created Conjugate Depth y1 given Critical Depth
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Created Conjugate Depth y1 given Discharge per Unit Width of Channel
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Created Conjugate Depth y1 given Froude Number Fr1
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Created Conjugate Depth y1 given Froude Number Fr2
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Created Conjugate Depth y2 given Critical Depth
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Created Conjugate Depth y2 given Discharge per Unit Width of Channel
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Created Conjugate Depth y2 given Froude Number Fr1
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Created Conjugate Depth y2 given Froude Number Fr2
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Created Discharge Per Unit Width of Channel given Conjugate Depths
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Created Energy loss in Hydraulic Jump
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Created Energy Loss in Hydraulic Jump given Mean Velocities
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Created Flow Rate for Power obtained from Water Flow in Horsepower
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Created Flow Rate given Power in Kilowatt
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Created Flow Rate given Power obtained from Water Flow in Horsepower
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Created Flow Rate given Power obtained from Water Flow in Kilowatt
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Created Potential Energy of Volume of Water in Hydroelectric Power Generation
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Created Total Weight of Water given Potential Energy in Hydroelectric Power Generation
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I-Beam (9)
Created Breadth of Flange Given Longitudinal Shear Stress in Web for I beam
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Created Breadth of Web given Longitudinal Shear Stress in Web for I beam
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Created Longitudinal Shear Stress in Flange at Lower Depth of I beam
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Created Longitudinal Shear Stress in Web for I beam
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Created Maximum Longitudinal Shear Stress in Web for I beam
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Created Moment of Inertia given Longitudinal Shear Stress at lower edge in Flange of I beam
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Created Moment of Inertia given Longitudinal Shear Stress in Web for I beam
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Created Moment of Inertia given Maximum Longitudinal Shear Stress in Web for I beam
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Created Transverse Shear given Longitudinal Shear Stress in Flange for I beam
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3 More I-Beam Calculators
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Created Stress due to Impact Load
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Created Chezy Constant using Chezy Formula given Normal Depth of Wide Rectangular Channel
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Created Chezy Formula for Bed Slope given Normal Depth of Wide Rectangular Channel
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Created Chezy Formula for Critical Depth given Normal Depth of Wide Rectangular Channel
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Created Chezy Formula for Energy Slope
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Created Chezy Formula for Hydraulic Radius given Energy Slope
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Created Chezy Formula for Mean Velocity given Energy Slope
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Created Chezy Formula for Normal Depth of Wide Rectangular Channel
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Created Chezy's Constant using Chezy Formula given Energy Slope
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Created Manning's Formula for Energy Slope
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Created Manning's Formula for Hydraulic Radius given Energy Slope
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Created Manning's Formula for Mean Velocity given Energy Slope
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Created Manning's Formula for Roughness Coefficient given Energy Slope
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Created Actual Velocity given Force exerted on Tank due to Jet
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Created Area of Hole given Coefficient of Velocity for Jet
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Created Area of Jet given Force exerted on Tank due to Jet
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Created Force exerted on Tank due to Jet
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Created Head over Jet Hole given Force exerted on Tank due to Jet
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Created Specific Weight of Liquid given Coefficient of Velocity for Jet
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Created Specific Weight of Liquid given Force exerted on Tank due to Jet
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Created Absolute Velocity of Issuing jet given Propelling Force
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Created Absolute Velocity of Issuing Jet given Relative Velocity
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Created Area of Issuing Jet given Weight of Water
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Created Area of Issuing Jet given Work done by Jet on Ship
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Created Efficiency of Propulsion
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Created Efficiency of Propulsion given Head Loss due to Friction
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Created Kinetic Energy of Water
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Created Propelling Force
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Created Velocity of Jet Relative to Motion of Ship given Kinetic Energy
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Created Velocity of Moving Ship given Relative Velocity
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Verified Absolute Velocity for Force Exerted by Jet in Direction of Flow of Incoming Jet
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Verified Absolute Velocity for Mass of Fluid Striking Vane per Second
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Verified Efficiency of Jet
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Verified Kinetic Energy of Jet per Second
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Verified Mass of Fluid Striking Vane per Seconds
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Verified Maximum Efficiency
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Verified Velocity of Vane for given Mass of Fluid
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Verified Velocity of Vane given Exerted Force by Jet
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Verified Work Done by Jet on Vane per Second
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Verified Work Done per Second given Efficiency of Wheel
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Verified Area of Cross Section for Mass of Fluid Striking Vane per Second
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Verified Mass of Fluid Striking Vanes per Second
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Verified Velocity at Inlet for Mass of Fluid Striking Vane per Second
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Created Jet Velocity given Output Power
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Created Jet Velocity given Power Lost
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Created Jet Velocity given Theoretical Propulsive Efficiency
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Created Jet Velocity given Thrust on Propeller
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Created Coefficient of Drag given density
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Created Coefficient of Drag given Drag Force
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Created Coefficient of Drag given Reynolds Number
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Created Density of Fluid given Drag Force
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Created Diameter of Sphere for given Fall Velocity
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Created Diameter of Sphere given Coefficient of Drag
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Created Diameter of Sphere given Resistance Force on Spherical Surface
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Created Drag Force given Coefficient of Drag
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Created Dynamic Viscosity of fluid given Resistance Force on Spherical Surface
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Created Dynamic Viscosity of fluid given Terminal Fall Velocity
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Created Projected Area given Drag Force
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Created Resistance Force on Spherical Surface
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Created Resistance Force on Spherical Surface given Specific Weights
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Created Reynolds Number given Coefficient of Drag
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Created Terminal Fall Velocity
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Created Velocity of Sphere given Coefficient of Drag
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Created Velocity of Sphere given Drag Force
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Created Velocity of Sphere given Resistance Force on Spherical Surface
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Created Distance between Plates given Flow Velocity with No Pressure Gradient
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Created Dynamic Viscosity given Flow Velocity
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Created Dynamic Viscosity given Stress
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Created Flow Velocity given No Pressure Gradient
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Created Flow Velocity of Section
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Created Horizontal Distance given Flow Velocity with No Pressure Gradient
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Created Mean Velocity of Flow given Flow Velocity
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Created Mean Velocity of Flow given Flow Velocity with No Pressure Gradient
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Created Mean Velocity of Flow given Shear Stress
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Created Pressure Gradient given Flow Velocity
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Created Pressure Gradient given Shear Stress
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Created Shear Stress given Velocity
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Created Discharge given Mean Velocity of Flow
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Created Discharge given Viscosity
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Created Distance between Plates given Discharge
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Created Distance between Plates given Maximum Velocity between Plates
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Created Distance between Plates given Mean Velocity of Flow
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Created Distance between Plates given Mean Velocity of Flow with Pressure Gradient
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Created Distance between Plates given Pressure Difference
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Created Distance between Plates given Pressure Head Drop
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Created Distance between Plates given Shear Stress Distribution Profile
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Created Distance between Plates using Velocity Distribution Profile
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Created Horizontal Distance given Shear Stress Distribution Profile
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Created Length of Pipe given Pressure Difference
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Created Length of Pipe given Pressure Head Drop
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Created Maximum Shear Stress in fluid
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Created Maximum Velocity between Plates
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Created Maximum Velocity given Mean Velocity of Flow
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Created Pressure Difference
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Created Pressure Head Drop
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Created Shear Stress Distribution Profile
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Created Velocity Distribution Profile
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Created Bed Shear Stress
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Created Bed Slope given Bed Shear Stress
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Created Diameter of Section given Bed Shear Stress
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Created Diameter of Section given Discharge per Unit Channel Width
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Created Diameter of Section given Mean Velocity of Flow
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Created Diameter of Section given Potential Head Drop
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Created Diameter of Section given Slope of Channel
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Created Discharge per unit channel width
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Created Dynamic Viscosity given Discharge per Unit Channel Width
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Created Dynamic Viscosity given Mean Velocity of Flow in Section
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Created Horizontal Distance given Slope of Channel
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Created Length of Pipe given Potential Head Drop
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Created Mean Velocity in flow
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Created Potential Head Drop
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Created Shear Stress given Slope of Channel
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Created Slope of Channel given Discharge per Unit Channel Width
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Created Slope of Channel given Mean Velocity of Flow
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Created Slope of Channel given Shear Stress
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Created Dynamic Viscosity given Flow Velocity of Stream
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Created Dynamic Viscosity given Velocity Gradient with Shear Stress
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Created Flow Velocity of Stream
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Created Piezometric Gradient given Flow Velocity of Stream
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Created Piezometric Gradient given Shear Stress
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Created Piezometric Gradient given Velocity Gradient with Shear Stress
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Created Radius of Elemental Section of Pipe given Flow Velocity of Stream
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Created Radius of Elemental Section of Pipe given Shear Stress
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Created Radius of Elemental Section of Pipe given Velocity Gradient with Shear Stress
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Created Radius of Pipe for Flow Velocity of Stream
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Created Shear Stresses
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Created Specific Weight of Fluid given Shear Stress
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Created Specific Weight of Liquid given Flow Velocity of Stream
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Created Specific Weight of Liquid given Velocity Gradient with Shear Stress
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Created Velocity Gradient given Piezometric Gradient with Shear Stress
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Created Coefficient of Permeability given Velocity
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Created Hydraulic Gradient given Velocity
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Created Mean Velocity using Darcy's Law
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Created Deflection in Leaf Spring given Moment
Go
Created Length given Deflection in Leaf Spring
Go
Created Modulus of Elasticity given Deflection in Leaf Spring and Moment
Go
Created Moment given Deflection in Leaf Spring
Go
Created Moment of Inertia given Deflection in Leaf Spring
Go
Created Length given Maximum Bending Stress of Leaf Spring
Go
Created Load given Maximum Bending Stress of Leaf Spring
Go
Created Maximum Bending Stress of Leaf Spring
Go
Created Number of Plates given Maximum Bending Stress of Leaf Spring
Go
Created Thickness given Maximum Bending Stress of Leaf Spring
Go
Created Width given Maximum Bending Stress of Leaf Spring
Go
Created Deflection given Proof Load on Leaf Spring
Go
Created Length given Proof Load on Leaf Spring
Go
Created Modulus of Elasticity given Proof Load on Leaf Spring
Go
Created Number of Plates given Proof Load on Leaf Spring
Go
Created Proof Load on Leaf Spring
Go
Created Thickness given Proof Load on Leaf Spring
Go
Created Width given Proof Load on Leaf Spring
Go
Created Angle of Inclination of Free Surface
Go
Created Constant Horizontal Acceleration given Angle of Inclination of Free Surface
Go
Created Constant Horizontal Acceleration given Slope of Surface of Constant Pressure
Go
Created Gauge Pressure at Any Point in Liquid with Height
Go
Created Pressure at Any Points in Liquid
Go
Created Specific Weight of liquid for Gauge Pressure at point in liquid
Go
Created Specific Weight of Liquid given Total Force exerted at any Section of Container
Go
Created Total Force Exerted at Any Section on Container
Go
Created Vertical Depth below Free Surface given Total Force exerted at any Section of Container
Go
Created Vertical Depth below Surface for Gauge Pressure at any point in Liquid
Go
Created Width of Tank Perpendicular to Motion given Total Force Exerted at Any Section of Tank
Go
Created Atmospheric Pressure given Pressure at Any Point in Liquid in Constant Vertical Acceleration
Go
Created Constant Acceleration given Net Force Acting in Vertical Upward Direction of Tank
Go
Created Constant Vertical Upward Acceleration for Gauge Pressure at any Point in Liquid
Go
Created Constant Vertical Upward Acceleration given Pressure at any Point in Liquid
Go
Created Gauge Pressure at Any Point in Liquid Flow
Go
Created Mass of Liquid using Net Force Acting in Vertical Upward Direction of Tank
Go
Created Net Force Acting in Vertical Upward Direction of Tank
Go
Created Pressure at Any Point in Liquids
Go
Created Specific Weight of Liquid given Pressure at point in Liquid
Go
Created Specific Weights of liquid for Gauge Pressure at any point in liquid
Go
Created Vertical Depth below Free Surface for Gauge Pressures at any point in Liquid
Go
Created Vertical Depth below Free Surface given Pressure at point in Liquid
Go
Created Buckling Stress for Q Factor Less than or Equal to 1
Go
Created Buckling Stress given Maximum Strength
Go
Created Buckling Stress when Q Factor is Greater than 1
Go
Created Column Gross Effective Area given Maximum Strength
Go
Created Maximum Strength for Compression Members
Go
Created Q Factor
Go
Created Steel Yield Strength given Buckling Stress for Q Factor Greater than 1
Go
Created Steel Yield Strength given Buckling Stress for Q Factor Less than or Equal to 1
Go
Created Steel Yield Strength given Q Factor
Go
Verified Concentrated Load given Deflection at Top
Go
Verified Concentrated Load given Deflection at Top Due to Fixed against Rotation
Go
Verified Deflection at Top due to Concentrated Load
Go
Verified Deflection at Top due to Fixed against Rotation
Go
Verified Deflection at Top due to Uniform Load
Go
Verified Modulus of Elasticity given Deflection at Top Due to Concentrated Load
Go
Verified Modulus of Elasticity given Deflection at Top Due to Fixed against Rotation
Go
Verified Modulus of Elasticity of Wall Material given Deflection
Go
Verified Wall Thickness given Deflection
Go
Verified Wall Thickness given Deflection at Top due to Concentrated Load
Go
Verified Wall Thickness given Deflection at Top due to Fixed against Rotation
Go
Created Allowable Bearing Stresses on Pins for Buildings for LFD
Go
Created Allowable Bearing Stresses on Pins not Subject to Rotation for Bridges for LFD
Go
Created Allowable Bearing Stresses on Pins Subject to Rotation for Bridges for LFD
Go
Created Area of Flange for Braced Non-Compact Section for LFD
Go
Created Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length
Go
Created Maximum Bending Strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges
Go
Created Maximum Bending Strength for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Created Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Created Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Created Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Created Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Created Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Created Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Created Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness
Go
Created Area given Longitudinal Shear Stress
Go
Created Breadth for given Longitudinal Shear Stress
Go
Created Maximum Distance from Neutral Axis to Extreme Fiber given Longitudinal Shear Stress
Go
Created Moment of Inertia given Longitudinal Shear Stress
Go
Created Average Longitudinal Shear Stress for Rectangular Section
Go
Created Breadth for given Maximum Longitudinal Shear Stress for Rectangular Section
Go
Created Breadth given Average Longitudinal Shear Stress for Rectangular Section
Go
Created Depth given Average Longitudinal Shear Stress for Rectangular Section
Go
Created Maximum Longitudinal Shear Stress for Rectangular Section
Go
Created Transverse Shear given Average Longitudinal Shear Stress for Rectangular Section
Go
Created Transverse Shear given Maximum Longitudinal Shear Stress for Rectangular Section
Go
Created Average Longitudinal Shear Stress for Solid Circular Section
Go
Created Maximum Longitudinal Shear Stress for Solid Circular Section
Go
Created Radius given Average Longitudinal Shear Stress for Solid Circular Section
Go
Created Radius given Maximum Longitudinal Shear Stress for Solid Circular Section
Go
Created Transverse Shear given Average Longitudinal Shear Stress for Solid Circular Section
Go
Created Transverse Shear given Maximum Longitudinal Shear Stress for Solid Circular Section
Go
Created Moment of Inertia of Longitudinal Stiffeners
Go
Created Web Thickness given Moment of Inertia of Longitudinal Stiffeners
Go
Created Dynamic Viscosity given Pressure Gradient
Go
Created Pressure Gradient
Go
Created Rate of Flow given Pressure Gradient
Go
Created Manning's Coefficient using Strickler Formula
Go
Created Manning's Formula for Average Velocity
Go
Created Manning's Formula for Coefficient of Roughness given Average Velocity
Go
Created Manning's Formula for Hydraulic Radius given Average Velocity
Go
Created Manning's Formula for Hydraulic Radius given Chezy's Constant
Go
Created Manning's Formula for Roughness Coefficient given Chezy's Constant
Go
Created Manning's Formula for Slope of Channel Bed given Average Velocity
Go
Verified Duration given Maximum Intensity
Go
2 More Maximum Intensity-Duration-Frequency Relationship Calculators
Go
Created Maximum Shear Stress when Member is Subjected to like Principal Stresses
Go
Created Stress along X-Axis when Member is Subjected to like Principal Stresses and Max Shear Stress
Go
Created Stress along Y-Axis when Member is Subjected to like Principal Stresses and Max Shear Stress
Go
Created Base of Triangular Section given Maximum Shear Stress
Go
Created Base of Triangular Section given Shear Stress at Neutral Axis
Go
Created Height of Triangular Section given Maximum Shear Stress
Go
Created Height of Triangular Section given Shear Stress at Neutral Axis
Go
Created Maximum Shear Stress of Triangular Section
Go
Created Shear Stress at Neutral Axis in Triangular Section
Go
Created Transverse Shear Force of Triangular Section given Maximum Shear Stress
Go
Created Transverse Shear Force of Triangular Section given Shear Stress at Neutral Axis
Go
Created Mean Velocity of Flow given Friction Factor
Go
Created Mean Velocity of Flow given Head Loss due to Frictional Resistance
Go
Created Mean Velocity of Flow given Shear Stress and Density
Go
Created Mean Velocity of Flow given Shear Velocity
Go
Created Mean Velocity of Flow given Total Required Power
Go
Verified Pressure at Point m in Pizometer
Go
Verified Pressure Head at Point in Piezometer
Go
Verified Specific Weight of Liquid in Peizometer
Go
Verified Distance between Centre of Gravity of these Wedges
Go
Verified Moment of Turning Couple due to Movement of Liquid
Go
Verified Volume of either Wedge
Go
Created Coefficient of Discharge through Flume given Discharge Flow through Channel
Go
Created Coefficient of Discharge through Flume given Discharge Flow through Rectangular Channel
Go
Created Depth of Flow given Discharge through Critical Depth Flume
Go
Created Discharge Coefficient given Discharge through Critical Depth Flume
Go
Created Discharge Flow through Channel
Go
Created Discharge Flow through Rectangular Channel
Go
Created Discharge through Critical Depth Flume
Go
Created Head at Entrance given Discharge through Channel
Go
Created Head at Entrance of Section given Discharge Flow through Channel
Go
Created Width of Throat given Discharge through Critical Depth Flume
Go
Created Moment at Abutments of Arch Dam
Go
Created Moment at Crown of Arch Dam
Go
Created Moments given Deflection due to Moments on Arch Dam
Go
Created Moments given Extrados Stresses on Arch Dam
Go
Created Moments given Intrados Stresses on Arch Dam
Go
Created Moments given Rotation due to Moment on Arch Dam
Go
Created Moments given Rotation due to Twist on Arch Dam
Go
Created Specific Force
Go
Created Specific Force given Top Width
Go
Created Top Width given Specific Force
Go
Created Vertical Depth of Centroid of Area given Specific Force
Go
Created Vertical Depth of Centroid of Area given Specific Force with Top Width
Go
Created Diameter of Propeller given Thrust on Propeller
Go
Created Flow Velocity given Power Lost
Go
Created Flow Velocity given Rate of Flow through Propeller
Go
Created Flow Velocity given Theoretical Propulsive efficiency
Go
Created Flow Velocity given Thrust on Propeller
Go
Created Input Power
Go
Created Output Power given Input Power
Go
Created Output Power given Rate of Flow through Propeller
Go
Created Power Lost
Go
Created Power Lost given Input Power
Go
Created Rate of Flow given Power Lost
Go
Created Rate of Flow through Propeller
Go
Created Theoretical Propulsive Efficiency
Go
Created Thrust on Propeller
Go
Created Allowable Unit Stress given Most Economical Pipe Diameter for Distribution System
Go
Created Average Head for Most Economical Pipe Diameter of Distribution System
Go
Created Average Power for Most Economical Pipe Diameter for Distribution System
Go
Created Cost given Most Economical Pipe Diameter of Distribution System
Go
Created Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System
Go
Created Discharge for Most Economical Pipe Diameter for Distribution System
Go
Created Initial Investment for Most Economical Pipe Diameter of Distribution System
Go
Created Most Economical Pipe Diameter for Distribution System of Water
Go
Created Absolute Velocity of Surges
Go
Created Absolute Velocity of Surges for given Depth of flow
Go
Created Celerity of Wave Given Absolute Velocity of Surges
Go
Created Celerity of Wave given is Depth
Go
Created Depth of Flow given Absolute Velocity of Surges
Go
Created Velocity at Depth given Absolute Velocity of Surge Moving towards Right
Go
Created Velocity at Depth1 when Surge Height is Negligible
Go
Created Velocity of Flow given Absolute Velocity of Surges
Go
Created Velocity of Flow given Depth of flow
Go
Created Normal Radial Pressure at centerline given Moment at Abutments of Arch Dam
Go
Created Normal Radial Pressure at centerline given Moment at Crown of Arch Dam
Go
Created Normal Radial Pressure at centerline given Thrust at Abutments of Arch Dam
Go
Created Normal Radial Pressure at centerline given Thrust at Crown of Arch Dam
Go
Created 28-day Compressive Strength of Concrete given Force in Slab
Go
Created Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments
Go
Created Effective Concrete Area given Force in Slab
Go
Created Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges
Go
Created Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength
Go
Created Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges
Go
Created Force in Slab given Effective Concrete Area
Go
Created Force in Slab given Number of Connectors in Bridges
Go
Created Force in Slab given Total Area of Steel Section
Go
Created Minimum Number of Connectors for Bridges
Go
Created Number of Connectors in Bridges
Go
Created Reduction Factor given Minimum Number of Connectors in Bridges
Go
Created Reduction Factor given Number of Connectors in Bridges
Go
Created Reinforcing Steel Yield Strength given Force in Slab at Maximum Negative Moments
Go
Created Steel Yield Strength given Total Area of Steel Section
Go
Created Total Area of Steel Section given Force in Slab
Go
Created Ultimate Shear Connector Strength given Minimum Number of Connectors in Bridges
Go
Created Ultimate Shear Connector Strength given Number of Connectors in Bridges
Go
Verified Coefficient of Spillway given Discharge over Ogee Spillway
Go
Verified Discharge over Ogee Spillway
Go
Verified Head above Crest given Discharge over Ogee Spillway
Go
Verified Length of Spillway given Discharge over Ogee Spillway
Go
Created Actual Velocity at Section 2 given Coefficient of Contraction
Go
Created Actual Velocity given Theoretical Velocity at Section 2
Go
Created Area at Section 2 or at Vena Contracta
Go
Created Area of Orifice given Area at Section 2 or at Vena Contracta
Go
Created Coefficient of Contraction
Go
Created Coefficient of Contraction given Coefficient of Discharge
Go
Created Coefficient of Discharge given Coefficient of Contraction
Go
Created Coefficient of Velocity given Coefficient of Discharge
Go
Created Discharge through Pipe given Coefficient of Discharge
Go
Created Theoretical Velocity at Section 1 in Orifice Meter
Go
Created Theoretical Velocity at Section 2 in Orifice Meter
Go
OSD (6)
Created Acceleration of Vehicle given Total Time of Travel in Overtaking Sight distance
Go
Created Minimum Overtaking Distance
Go
Created Overtaking Sight Distance given Minimum Overtaking Distance
Go
Created Spacing between Vehicles given Total Time of Travel in Overtaking Sight distance
Go
Created Total Time of Travel in Overtaking Sight distance
Go
Created Velocity of Overtaking Vehicle for Forward Moving Vehicle Velocity in meter per second
Go
4 More OSD Calculators
Go
Created Tension at Midspan given Parabolic Equation for Cable Slope
Go
Created UDL given Parabolic Equation for Cable Slope
Go
Created UDL given Tension at Midspan for UDL on Parabolic Cable
Go
Created Allowable Stress for Compression Elements for Highway Bridges
Go
Created Length of Cable for UDL on Parabolic Cable
Go
Created Maximum Sag given Length of Cable for UDL on Parabolic Cable
Go
Created Maximum Sag given Tension at Midspan for UDL on Parabolic Cable
Go
Created Parabolic Equation for Cable Slope
Go
Created Span of Cable for Length of Cable for UDL on Parabolic Cable
Go
Created Span of Cable given Tension at Midspan for UDL on Parabolic Cable
Go
Created Span of Cable given Tension at Supports for UDL on Parabolic Cable
Go
Created Tension at Midspan for UDL on Parabolic Cable
Go
Created Tension at Midspan given Tension at Supports for UDL on Parabolic Cable
Go
Created Tension at Supports for UDL on Parabolic Cable
Go
Created UDL given Tension at Supports for UDL on Parabolic Cable
Go
Verified Elevation of Lowest Point on Sag Curve
Go
Verified Elevation of Point of Vertical Curvature
Go
Verified Elevation of Point of Vertical Intersection
Go
Verified Elevation of PVC given Elevation of Lowest Point on Sag Curve
Go
Verified Length of Curve using Rate of change of Grade in Parabolic Curves
Go
2 More Parabolic Curves Calculators
Go
Created Force Acting on Each Cut of Edge of Pipe given Internal Pressure
Go
Created Internal Pressure of Pipe
Go
Created Outside Diameter of Pipe given Internal Pressure
Go
Created Actual Velocity of Flowing Stream
Go
Created Height of Fluid raised in tube given Actual Velocity of Flowing Stream
Go
Created Height of Fluid raised in Tube given Theoretical Velocity of Flowing Stream
Go
Created Theoretical Velocity of Flowing Stream
Go
Created Polar Modulus using Maximum Twisting Moment
Go
Created Polar Moment of Inertia given Torsional Section Modulus
Go
7 More Polar Modulus Calculators
Go
Verified Polymer Feed Rate as Mass Flow Rate given Polymer Feed Rate as Volumetric Flow Rate
Go
6 More Polymer Feed Rate Calculators
Go
Verified Change in Eccentricity of Tendon A due to Parabolic Shape
Go
Verified Change in Eccentricity of Tendon B due to Parabolic Shape
Go
Verified Component of Strain at Level of First Tendon due to Bending
Go
Verified Prestress Drop given Strain due to Bending and Compression in Two Parabolic Tendons
Go
Verified Variation of Eccentricity of Tendon B
Go
Verified Variation of Eccentricity on Tendon A
Go
7 More Post-Tensioned Members Calculators
Go
Created Power obtained from Water Flow in Horsepower
Go
Created Power obtained from Water Flow in Kilowatt
Go
Created Power obtained from Water Flow in Kilowatt given Effective Head
Go
Created Depth of Flow given Wetted Area of Triangular Channel Section
Go
Created Depth of Flow given Wetted Perimeter of Triangular Channel Section
Go
Created Hydraulic Radius of Trapezoidal Channel Section
Go
Created Hydraulic Radius of Triangular Channel Section
Go
Created Wetted Area of Trapezoidal Channel Section
Go
Created Wetted Area of Triangular Channel Section
Go
Created Wetted Perimeter of Trapezoidal Channel Section
Go
Created Wetted Perimeter of Triangular Channel Section
Go
Created Pressure Gradient given Discharge through Pipe
Go
Created Pressure Gradient given Maximum Shear Stress at Cylindrical Element
Go
Created Pressure Gradient given Maximum Velocity at Axis of Cylindrical Element
Go
Created Pressure Gradient given Shear Stress at any Cylindrical Element
Go
Created Pressure Gradient given Velocity at any point in Cylindrical Element
Go
Created Pressure Gradient given Velocity Gradient at Cylindrical Element
Go
Created Pressure Gradients given Mean Velocity of Flow
Go
Verified Absolute Pressure using Equation of State given Specific Weight
Go
Verified Absolute Pressure using Gas Density
Go
Verified Absolute Temperature of Gas
Go
Verified Bulk Modulus of Elasticity
Go
Verified Capillary Rise or Depression of Fluid
Go
Verified Capillary Rise or Depression when Tube is inserted in two Liquids
Go
Verified Capillary Rise or Depression when two Vertical Parallel Plates are Partially Immersed in Liquid
Go
Verified Capillary Rise when Contact is between Water and Glass
Go
Verified Compressibility of Fluid
Go
Verified Compressibility of Fluid given Bulk Modulus of Elasticity
Go
Verified Dynamic Viscosity given Shear Stress
Go
Verified Dynamic Viscosity using Kinematic Viscosity
Go
Verified Gas Constant using Equation of State
Go
Verified Mass Density given Specific Weight
Go
Verified Mass Density given Viscosity
Go
Verified Pressure Intensity inside Droplet
Go
Verified Pressure Intensity inside Liquid Jet
Go
Verified Pressure Intensity inside Soap Bubble
Go
Verified Shear Stress between any two thin sheets of Fluid
Go
Verified Specific Gravity of Fluid
Go
Verified Specific Volume of Fluid
Go
Verified Velocity Gradient
Go
Verified Velocity Gradient given Shear Stress
Go
Verified Velocity of Fluid given Shear Stress
Go
Verified Volume of Fluid given Specific Weight
Go
Verified Coefficient of Discharge given Constant for Rectangular Shaped Aperture Weir
Go
Verified Constant for Small Rectangular Shaped Aperture Weir
Go
Verified Constant given Discharge through Small Rectangular Shaped Aperture Weir
Go
Verified Discharge through Small Rectangular Shaped Aperture Weir
Go
Verified Head given Discharge through Small Rectangular Shaped Aperture Weir
Go
Verified Height of Aperture given Constant for Rectangular Shaped Aperture Weir
Go
Verified Height of Aperture given Discharge through Small Rectangular Shaped Aperture Weir
Go
Verified Width of Aperture given Constant for Rectangular Shaped Aperture Weir
Go
Created Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam
Go
Created Length of Dam to which Flow Net applies given Quantity of Seepage in Length of Dam
Go
Created Number of Equipotential Drops of Net given Quantity of Seepage in Length of Dam
Go
Created Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam
Go
Created Quantity of Seepage in Length of Dam under Consideration
Go
Created Seepage Discharge in Earth Dam
Go
Created Length given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created Load given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created Maximum Bending Stress in Quarter Elliptical Spring
Go
Created Number of Plates given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created Thickness given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created Width given Maximum Bending Stress in Quarter Elliptical Spring
Go
Created Deflection given Proof Load in Quarter Elliptical Spring
Go
Created Length given Proof Load in Quarter Elliptical Spring
Go
Created Modulus of Elasticity given Proof Load in Quarter Elliptical Spring
Go
Created Number of Plates given Proof Load in Quarter Elliptical Spring
Go
Created Proof Load in Quarter Elliptical Spring
Go
Created Thickness given Proof Load in Quarter Elliptical Spring
Go
Created Width given Proof Load in Quarter Elliptical Spring
Go
Created Radial Thickness of Element given Deflection due to Moments on Arch Dam
Go
Created Radial Thickness of Element given Rotation due to moment on Arch Dam
Go
Created Radial Thickness of Element given Rotation due to Shear on Arch Dam
Go
Created Radial Thickness of Element given Rotation due to Twist on Arch Dam
Go
Created Radius of Pipe for Maximum Velocity at Axis of Cylindrical Element
Go
Created Radius of Pipe for Mean Velocity of Flow
Go
Created Radius of Pipe given Discharge through Pipe
Go
Created Radius of Pipe given Maximum Shear Stress at Cylindrical Element
Go
Created Radius of Pipe given Velocity at any Point in Cylindrical Element
Go
Verified Radius of Wheel for Tangential Velocity at Inlet Tip of Vane
Go
Verified Radius of Wheel for Tangential Velocity at Outlet Tip of Vane
Go
Verified Radius of Wheel given Angular Momentum at Inlet
Go
Created Average Rainfall Intensity given Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Created Deck Width for Handling Rainwater Runoff to Drain Scuppers
Go
Created Drainage Area given Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Created Runoff Coefficient given Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Created Runoff Rate of Rainwater from Bridge during Rainstorm
Go
Created Shoulder Width for Deck Width of Rainwater Runoff to Drain Scuppers
Go
Created Traffic Lane given Deck Width for Handling Rainwater Runoff to Drain Scuppers
Go
Created Depth of Flow given Hydraulic Radius in most Efficient Rectangular Channel
Go
Created Depth of Flow in Most Efficient Channel for Rectangular Channel
Go
Created Hydraulic Radius in most Efficient Open Channel
Go
Created Width of Channel given Depth of flow in Most Efficient channels
Go
Created Dynamic Viscosity given Velocity
Go
Created Mean Velocity of Sphere given Dynamic Viscosity
Go
Created Relative Accuracy for First Order Class I
Go
Created Relative Accuracy for First Order Class II
Go
Created Relative Accuracy for Second Order Class I
Go
Created Relative Accuracy for Second Order Class II
Go
Created Relative Accuracy for Third Order
Go
Verified Actual Value of Parameter Adopted in Design of Project given Safety Factor
Go
Verified Equation for Safety Factor
Go
Verified Equation for Safety Margin
Go
Verified Risk given Reliability
Go
Verified Value of Parameter obtained from Hydrological Considerations given Safety Factor
Go
6 More Risk, Reliability and Safety Factor Calculators
Go
Created Kinematic Viscosity given Time
Go
Verified Density of Material given Quantity of Scrap Produced
Go
Verified Number of Scrapers Pusher can Load
Go
Verified Quantity given Production Required
Go
Verified Trips per Hour given Production of Scrap by Machines
Go
21 More Scraper Production Calculators
Go
Created Hydraulic Depth given Section Factor
Go
Created Section Factor in open channel
Go
Created Top Width given Section Factors
Go
Created Wetted Area given Section Factor
Go
Created Breadth of Rectangular Shape given Section Modulus
Go
Created Depth of Rectangular Shape given Section Modulus
Go
Created Diameter of Circular Shape given Section Modulus
Go
Created Section Modulus of Circular Shape
Go
Created Section Modulus of Hollow Circular Shape
Go
Created Section Modulus of Hollow Rectangular Shape
Go
Created Section Modulus of Rectangular Shape
Go
8 More Section Modulus for Various Shapes Calculators
Go
Verified Building Height for other Buildings given Fundamental Period
Go
Verified Building Height for Reinforced Concrete Frames given Fundamental Period
Go
Verified Building Height for Steel Eccentrically Braced Frames given Fundamental Period
Go
Verified Building Height for Steel Frame given Fundamental Period
Go
Verified Fundamental Period for Steel Frames
Go
Verified Seismic Coefficient for Short Period Structures
Go
Verified Seismic Response Coefficient given Fundamental Period
Go
Verified Total Lateral Force Acting in Direction of each of Principal Axis
Go
13 More Seismic Loads Calculators
Go
Created Allowable Horizontal Shear for Individual Connector for 100,000 Cycles
Go
Created Allowable Horizontal Shear for Individual Connector for 2 Million Cycles
Go
Created Allowable Horizontal Shear for Individual Connector for 500,000 Cycles
Go
Created Allowable Horizontal Shear for Individual Connector for over 2 Million Cycles
Go
Created Allowable Horizontal Shear for Welded Studs for 100,000 Cycles
Go
Created Allowable Horizontal Shear for Welded Studs for 2 Million Cycles
Go
Created Allowable Horizontal Shear for Welded Studs for 500,000 Cycles
Go
Created Allowable Horizontal Shear for Welded Studs for over 2 Million Cycles
Go
Created Horizontal Shear Range at Juncture of Slab and Beam
Go
Created Moment of Inertia of Transformed Section given Horizontal Shear Range
Go
Created Shear Range due to Live and Impact Load given Horizontal Shear Range
Go
Created Static Moment of Transformed Section given Horizontal Shear Range
Go
Created Modulus of Rigidity given Shear Resilience
Go
Created Shear Resilience
Go
Created Shear Stress given Shear Resilience
Go
Created Shear Capacity for Flexural Members
Go
Created Shear Capacity for Girders with Transverse Stiffeners
Go
Created Fetch given Height of Waves for Fetch more than 20 miles
Go
Created Height of Wave from Trough to Crest given Velocity between 1 and 7 feet
Go
Created Molitor-Stevenson equation for Height of Waves for Fetch less than 20 miles
Go
Created Molitor-Stevenson equation for Height of Waves for Fetch more than 20 miles
Go
Created Velocity when Wave Heights between 1 and 7 feet
Go
Verified Ground Snow Load using Roof Type
Go
Verified Importance Factor using Roof Type
Go
6 More Snow Loads Calculators
Go
Verified Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method
Go
23 More Soil Compaction Test Calculators
Go
Created Area of Section Considering Condition of Maximum Discharge
Go
Created Area of Section given Discharge
Go
Created Area of Section of Open Channel Considering Condition of Minimum Specific Energy
Go
Created Datum Height for Total Energy per unit Weight of Water in Flow Section
Go
Created Depth of Flow given Discharge
Go
Created Depth of Flow given Total Energy in Flow Section taking Bed Slope as Datum
Go
Created Depth of Flow given Total Energy per Unit Weight of Water in Flow Section
Go
Created Diameter of Section given Froude Number
Go
Created Diameter of Section through Section Considering Condition of Minimum Specific Energy
Go
Created Discharge through Area
Go
Created Discharge through Section Considering Condition of Maximum Discharge
Go
Created Discharge through Section Considering Condition of Minimum Specific Energy
Go
Created Froude Number given Velocity
Go
Created Mean Velocity of Flow for Total Energy per Unit Weight of Water in Flow Section
Go
Created Mean Velocity of Flow given Froude Number
Go
Created Mean Velocity of flow given Total Energy in flow section taking Bed Slope as Datum
Go
Created Mean Velocity of Flow through Section Considering Condition of Minimum Specific Energy
Go
Created Top Width of Section Considering Condition of Maximum Discharge
Go
Created Top Width of Section through Section Considering Condition of Minimum Specific Energy
Go
Created Total Energy per unit Weight of Water in Flow Section
Go
Created Total Energy per unit Weight of Water in Flow Section considering Bed Slope as Datum
Go
Created Total Energy per unit Weight of Water in Flow Section given Discharge
Go
Created Volume of Liquid Considering Condition of Maximum Discharge
Go
Verified Specific Weight given Mass Density
Go
Verified Specific Weight of Fluid
Go
Verified Specific Weight of Fluid given Specific Gravity
Go
Verified Specific Weight using Equation of State given Absolute Pressure
Go
Created Deflection of Square Section Wire Spring
Go
Created Load given Deflection of Square Section Wire Spring
Go
Created Mean radius given Deflection of Square Section Wire Spring
Go
Created Modulus of Rigidity using Deflection of Square Section Wire Spring
Go
Created Number of Coils given Deflection of Square Section Wire Spring
Go
Created Width given Deflection of Square Section Wire Spring
Go
Created Springs in Parallel - Load
Go
Created Springs in Parallel - Spring Constant
Go
Created Springs in Series- Deflection
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Created Springs in Series- Spring Constant
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Created Mean Radius given Stiffness of Square Section Wire Spring
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Created Modulus of Rigidity given Stiffness of Square Section Wire Spring
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Created Number of Spring Coils given Stiffness of Square Section Wire Spring
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Created Stiffness of Square Section Wire Spring
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Created Width given Stiffness of Square Section Wire Spring
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SSD (7)
Created Intermediate Sight Distance
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Created Stopping Sight Distance
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Created Stopping Sight Distance for Velocity in meter per second
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Created Stopping Sight Distance given Intermediate Sight Distance
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Created Stopping Sight Distance on Level Ground with Breaking Efficiency
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Created Stopping Sight Distance on Upward Inclined Surface
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Created Total Reaction Time given Stopping Sight Distance
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Created Discharge through Pipe given Pressure Gradient
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Created Distance of Element from Center Line given Head Loss
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Created Distance of Element from Center line given Shear Stress at any Cylindrical Element
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Created Distance of Element from Center Line given Velocity at any point in Cylindrical Element
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Created Distance of Element from Center Line given Velocity Gradient at Cylindrical Element
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Created Maximum Velocity at Axis of Cylindrical Element given Mean Velocity of Flow
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Created Mean Velocity of Flow given Maximum Velocity at Axis of Cylindrical Element
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Created Mean Velocity of Fluid Flow
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Created Shear Stress at any Cylindrical Element
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Created Shear Stress at any Cylindrical Element given Head Loss
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Created Velocity at any point in Cylindrical Element
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Created Velocity Gradient given Pressure Gradient at Cylindrical Element
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Created Steel Yield Strength for Braced Non-Compact Section for LFD given Maximum Unbraced Length
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Created Steel Yield Strength for Compact Section for LFD given Minimum Flange Thickness
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Created Steel Yield Strength on Pins for Buildings for LFD given Allowable Bearing Stress
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Created Steel Yield Strength on Pins not Subject to Rotation for Bridges for LFD given Pin Stress
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Created Steel Yield Strength on Pins subject to Rotation for Bridges for LFD given Pin Stress
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Created Actual Stiffener Spacing for Minimum Moment of Inertia of Transverse Stiffener
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Created Minimum Moment of Inertia of Transverse Stiffener
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Created Web Thickness for Minimum Moment of Inertia of Transverse Stiffener
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Created Diameter of Spring Wire or Coil given Stiffness of Spring
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Created Mean Radius of Spring given Stiffness of Spring
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Created Modulus of Rigidity given Stiffness of Spring
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Created Number of Spring Coils given Stiffness of Spring
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Created Stiffness of Spring
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Created Area to Maintain Stress as Wholly Compressive given Eccentricity
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Created Breadth for Rectangular Section to Maintain Stress as Wholly Compressive
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Created Eccentricity for Rectangular Section to maintain Stress as Wholly Compressive
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Created Eccentricity for Solid Circular Sector to Maintain Stress as Wholly Compressive
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Created Eccentricity in Column for Hollow Circular Section when Stress at Extreme Fibre is Zero
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Created Eccentricity to Maintain Stress as Wholly Compressive
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Created Section Modulus to Maintain Stress as Wholly Compressive given Eccentricity
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Created Area of Member given Strain Energy Stored by Member
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Created Length of Member given Strain Energy Stored by Member
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Created Modulus of Elasticity of Member given Strain Energy Stored by Member
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Created Strain Energy Stored by Member
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Created Stress of Member given Strain Energy Stored by Member
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Created Modulus of Elasticity of Member with known Strain Energy Stored per Unit Volume
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Created Strain Energy Stored per Unit Volume
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Created Stress generated due to Strain Energy Stored per Unit Volume
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Created Component of Velocity in X Direction given Slope of Equipotential Line
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Created Component of Velocity in Y Direction given Slope of Equipotential Line
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Created Slope of Equipotential Line
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3 More Streamlines, Equipotential Lines and Flow Net Calculators
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Created Stress along X- Direction with known Shear Stress in Bi-Axial Loading
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Created Stress along Y- Direction using Shear Stress in Bi-Axial Loading
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2 More Stresses in Bi-Axial Loading Calculators
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Created Angle of Oblique Plane using Shear Stress and Axial Load
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Created Angle of Oblique plane when Member Subjected to Axial Loading
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Created Normal Stress when Member Subjected to Axial Load
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Created Shear Stress when Member Subjected to Axial Load
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Created Stress along Y-direction given Shear Stress in Member subjected to Axial Load
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Created Stress along Y-direction when Member Subjected to Axial Load
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Created Beam Breadth of Uniform Strength for Simply Supported Beam when Load is at Centre
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Created Beam Depth of Uniform Strength for Simply Supported Beam when Load is at Centre
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Created Loading of Beam of Uniform Strength
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Created Stress of Beam of Uniform Strength
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7 More Structural Analysis of Beams Calculators
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Verified Coefficient of Discharge given Discharge through Drowned Portion
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Verified Coefficient of Discharge given Discharge through Free Weir Portion
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Verified Coefficient of Discharge if Velocity is Approached for Submerged Weir
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Verified Coefficient of Discharge if Velocity is Approached given Discharge through Free Weir
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Verified Discharge through Drowned Portion
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Verified Discharge through Drowned Portion given Total Discharge over Submerged Weir
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Verified Discharge through Free Weir if Velocity is Approached
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Verified Discharge through Free Weir Portion
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Verified Discharge through Free Weir Portion given Total Discharge over Submerged Weir
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Verified Discharge through Submerged Weir if Velocity is Approached
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Verified Head on Downstream Weir for Discharge through Free Weir Portion
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Verified Head on Upstream Weir for Discharge through Drowned Portion
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Verified Head on Upstream Weir given Discharge through Free Weir Portion
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Verified Length of Crest for Discharge through Drowned Portion
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Verified Length of Crest for Discharge through Free Weir
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Verified Length of Crest for Discharge through Free Weir Portion
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Verified Total Discharge over Submerged Weir
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Created Area given Stress due to suddenly Applied Load
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Created Load given Stress due to suddenly Applied Load
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Created Stress due to suddenly Applied Load
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Created Horizontal Component of Cable Tension for UDL
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Created Maximum Reactions at Supports
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Created Sag of Cable at Midway between supports given Horizontal Component of Cable Tension for UDL
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Created Sag of Cable at Midway between supports given Maximum Reactions at Supports
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Created Span Length given Horizontal Component of Cable Tension for UDL
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Created Span Length given Vertical Reaction at Supports
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Created UDL given Maximum Reactions at Supports
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Created UDL given Vertical Reaction at Supports
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Created Uniformly distributed Load given Horizontal Component of Cable Tension for UDL
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Created Vertical Reaction at Supports
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Verified Surface Tension given Capillary Rise or Depression
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Verified Surface Tension given Pressure Intensity inside Droplet
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Verified Surface Tension given Pressure Intensity inside Liquid Jet
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Verified Surface Tension given Pressure Intensity inside Soap Bubble
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Created Absolute Velocity of Surge Moving towards Right
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Created Absolute Velocity of Surge Moving towards Right in Negative Surges
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Created Celerity of Wave from Lagrange's Celerity Equation
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Created Celerity of Wave given Two Depths
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Created Celerity of Wave in Non Uniform Flow
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Created Depth of Flow at Point given Absolute Velocity of Surge Moving towards Right
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Created Depth of Flow given Absolute Velocity of Surge Moving towards Right with Depth
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Created Depth of Flow given Celerity of Wave from Lagrange's Celerity Equation
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Created Heights of Surge given Celerity of Wave
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Created Celerity of Wave given Surge Height for Surge Height is Negligible Depth of Flow
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Created Celerity of Wave given Velocity at Depth1
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Created Celerity of Wave in Surges
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Created Depth of Flow given Absolute Velocity of Surge Moving towards Right
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Created Depth of Flow using Absolute Velocity of Surge when Flow is Completely Stopped
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Created Depth of Flow2 given Absolute Velocity of Surge Moving towards Right Direction
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Created Depth of Flow2 when Absolute Velocity of Surge when Flow is Completely Stopped
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Created Height of Surges given Celerity of Wave
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Created Velocity at Depth1 given Absolute Velocity of Surge Moving toward Right
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Created Velocity at Depth1 when Absolute Velocity of Surge when Flow is Completely Stopped
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Created Velocity at Depth1 when Height of Surge for Surge Height is Negligible Depth of Flow
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Created Velocity at Depth2 given Absolute Velocity of Surges Moving toward Right
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Verified Tangential Momentum of Fluid Striking Vanes at Inlet
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Verified Tangential Momentum of Fluid Striking Vanes at Outlet
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Verified Tangential Velocity at Inlet Tip of Vane
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Verified Tangential Velocity at Outlet Tip of Vane
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Verified Velocity given Tangential Momentum of Fluid Striking Vanes at Inlet
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Verified Velocity given Tangential Momentum of Fluid Striking Vanes at Outlet
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Created Pull-on Tape given Sag Correction between Points of Support
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Created Sag Correction between Points of Support
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Created Tape Weight per foot for Sag Correction between Points of Support
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Created Unsupported Tape Length given Sag Correction between Points of Support
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1 More Temperature Corrections Calculators
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Created Change in Temperature using Temperature Stress for Tapering Rod
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Created Coefficient of Thermal Expansion given Temperature Stress for Tapering Rod Section
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Created Diameter of Tyre given Temperature Strain
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Created Diameter of Wheel given Temperature Strain
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Created Modulus of Elasticity given Temperature Stress for Tapering Rod Section
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Created Modulus of Elasticity using Hoop Stress due to Temperature Fall
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Created Temperature Strain
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Created Temperature Stress for Tapering Rod Section
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Created Thickness of Tapered Bar using Temperature Stress
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Created Mean Error given Specified Error of Single Measurement
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Created Mean Error given Sum of Errors
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Created Probable Error of Mean
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18 More Theory of Errors Calculators
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Created Thrust at Abutments of Arch Dam
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Created Thrust at Crown of Arch Dam
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Created Thrust at Crown of Arch Dam given Moment at Abutments
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Created Thrust given Deflection due to Thrust on Arch Dam
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Created Thrust given Extrados Stresses on Arch Dam
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Created Thrust given Intrados Stresses on Arch Dam
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Verified Radius of Gyration of Body given Time Period
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Verified Time Period of One Complete Oscillations
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Verified Bazins Constant given Time Required to Lower Liquid Surface
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Verified Coefficient of Discharge given Time required to Lower Liquid for Triangular Notch
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Verified Cross Sectional Area given Time required to Lower Liquid for Triangular Notch
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Verified Cross Sectional Area given Time required to Lower Liquid Surface
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Verified Cross Sectional Area given time required to Lower Liquid Surface using Bazins Formula
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Verified Head given Time Required to Lower Liquid Surface using Francis Formula
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Verified Head1 given Time Required to Lower Liquid for Triangular Notch
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Verified Head1 given Time Required to Lower Liquid Surface
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Verified Head1 given Time Required to Lower Liquid Surface using Bazins Formula
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Verified Head2 given Time Required to Lower Liquid for Triangular Notch
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Verified Head2 given Time Required to Lower Liquid Surface
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Verified Head2 given Time Required to Lower Liquid Surface using Bazins Formula
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Verified Length of Crest for time required to Lower Liquid Surface
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Verified Length of Crest given Time Required to Lower Liquid Surface using Francis Formula
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Verified Time Required to Lower Liquid Surface for Triangular Notch
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Verified Time Required to Lower Liquid Surface using Bazins Formula
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Verified Time Required to Lower Liquid Surface using Francis Formula
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2 More Time Required to Empty a Reservoir with Rectangular Weir Calculators
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Verified Angular Momentum at Inlet
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Verified Angular Momentum at Outlet
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Verified Angular Velocity for Work Done on Wheel per Second
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Verified Efficiency of System
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Verified Initial Velocity given Power Delivered to Wheel
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Verified Mass of Fluid Striking Vane per Second
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Verified Power Delivered to Wheel
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Verified Radius at Inlet for Work Done on Wheel per Second
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Verified Radius at Inlet with Known Torque by Fluid
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Verified Radius at Outlet for Torque Exerted by Fluid
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Verified Radius at Outlet for Work Done on Wheel per Second
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Verified Speed of Wheel given Tangential Velocity at Inlet Tip of Vane
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Verified Speed of Wheel given Tangential Velocity at Outlet Tip of Vane
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Verified Torque Exerted by Fluid
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Verified Velocity given Angular Momentum at Inlet
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Verified Velocity given Angular Momentum at Outlet
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5 More Torque Exerted on a Wheel with Radial Curved Vanes Calculators
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Torsion (16)
Created Maximum permissible shear stress
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Created Maximum permissible shear stress for given Radius and modulus of rigidity
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Created Modulus of rigidity
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Created Modulus of rigidity given maximum permissible shear stress
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Created Polar moment of inertia
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Created Polar Moment of Inertia given twisting moment along with maximum permissible shear stress
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Created Radius given Torsional Section Modulus
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Created Radius given Twisting moment and Polar Moment of Inertia of shaft
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Created Radius with known Maximum permissible shear stress
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Created Shaft length for given maximum permissible shear stress and modulus of rigidity
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Created Shaft length for given Polar MOI, Twisting Moment, Modulus of rigidity, and Twist angle
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Created Torsional Section Modulus
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Created Twist angle given maximum permissible shear stress
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Created Twist angle given Shaft length and modulus of rigidity
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Created Twisting Moment given Maximum Permissible Shear Stress
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Created Twisting Moment given Polar MOI and Twist Angle
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2 More Torsion Calculators
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Verified Direction of Resultant Force
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Verified Horizontal Force given Direction of Resultant Force
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Verified Total Pressure on Elementary Area
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Verified Vertical Pressure given Direction of Resultant Force
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3 More Total Pressure on Curved Surface Calculators
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Created Depth of Flow given Hydraulic Radius in Most Efficient Trapezoidal Channel
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Created Depth of Flow given Wetted Area in Most Efficient Channel for Bottom Width is kept Constant
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Created Depth of Flow in most Efficient Channel in Trapezoidal Channel
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Created Depth of Flow in most Efficient Channel in Trapezoidal Channel given Channel Slope
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Created Depth of Flow when Width of Channel in Most Efficient Channel for Bottom Width is kept Constant
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Created Hydraulic Radius of Most Efficient Channel
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Created Side Slope of Section for Depth of Flow is kept Constant
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Created Side Slope of Section given Wetted Area for Bottom Width is kept Constant
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Created Wetted Area in Most Efficient Channel for Bottom Width is kept Constant
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Created Width of Channel given Depth of Flow in Efficient Channel
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Created Width of Channel in most Efficient Channel sections
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Created Width of Channel in Most Efficient Channel when Bottom width is kept constant
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Created Width of Channel in most Efficient Channels section
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Created Depth of Flow given Hydraulic Radius in Most Efficient Triangular channel
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Created Hydraulic Radius in Efficient channel
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Created 28-day Compressive Strength given Ultimate Shear Connector Strength for Welded Studs
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Created 28-day Compressive Strength of Concrete given Ultimate Shear Connector Strength for Channels
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Created Average Channel Flange Thickness given Ultimate Shear Connector Strength for Channels
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Created Channel Length given Ultimate Shear Connector Strength for Channels
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Created Channel Web Thickness given Ultimate Shear Connector Strength for Channels
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Created Diameter of Connector given Ultimate Shear Connector Strength for Welded Studs
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Created Elastic Modulus of Concrete given Ultimate Shear Connector Strength for Welded Studs
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Created Ultimate Shear Connector Strength for Channels
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Created Ultimate Shear Strength for Welded Studs
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Created Average Height of Roughness Protrusions given Chezy Constant for Rough Channels
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Created Average Height of Roughness Protrusions given Mean Velocity of flow in Rough Channels
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Created Chezy Constant for Rough Channels
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Created Hydraulic Radius given Chezy Constant for Rough Channels
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Created Hydraulic Radius given Mean Velocity of flow in Rough Channels
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Created Hydraulic Radius given Mean Velocity of flow in Smooth Channels
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Created Kinematic Viscosity given Mean Velocity of flow in Smooth Channels
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Created Mean Velocity of flow in Rough Channels
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Created Mean Velocity of flow in Smooth Channels
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Verified Velocity at Inlet given Torque by Fluid
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Verified Velocity at Inlet given Work Done on Wheel
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1 More Velocity at Inlet Calculators
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Verified Velocity at Outlet given Power Delivered to Wheel
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Verified Velocity at Outlet given Torque by Fluid
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Verified Velocity at Outlet given Work Done on Wheel
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1 More Velocity at Outlet Calculators
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Created Actual Discharge given Coefficient of Discharge
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Created Coefficient of Discharge given Discharges
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Created Density of Liquid in Pipe given Venturi Head
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Created Density of Manometric Liquid given Venturi Head
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Created Inlet Area given Theoretical Discharge