Calculators Created by Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal
https://www.linkedin.com/in/rithik-agrawal-628026194/
1039
Formulas Created
295
Formulas Verified
137
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 1039 and verified 295 calculators across 137 different categories till date.
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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Verified Adiabatic Exponent or Adiabatic Index
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Verified Mass Density of a Liquid for an Adiabatic Process
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Created Allowable Unit Stress in Bending
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Created Moment Gradient Factor when Smaller and Larger Beam End Moment is Given
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Created Steel Yield Strength when Allowable Unit Stress in Bending is Given
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Created Allowable Stress when Slenderness Ratio is Equal to or Greater than Cc
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Created Allowable Stress when Slenderness Ratio is Less than Cc
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Created Allowable Shear stress in Bridges
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Created Shear Buckling Coefficient when Allowable Shear stress for Flexural Members in Bridges is Given
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Created Steel Yield Strength when Allowable Shear stress for Flexural Members in Bridges
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Verified Design stress when saftey factor 2 is applied.
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Verified The ultimate wall stress when the ratio D/r does not exceed 294
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Verified The ultimate wall stress when the ratio D/r is more than 500
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Verified The ultimate wall stress when the ratio D/r r exceeds 294 but not 500
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10 More American iron and steel institute(AISI) design procedure Calculators
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Created Change in Rate of Flow when Torque Exerted on the Fluid is Given
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Created Radial distance r1 when Torque Exerted on the Fluid is Given
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Created Radial distance r2 when Torque Exerted on the Fluid is Given
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Created Torque Exerted on the Fluid
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Created Velocity at Radial distance r1 when Torque Exerted on the Fluid is Given
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Created Velocity at Radial distance r2 when Torque Exerted on the Fluid is Given
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Created Allowable Bearing Stress for expansion rollers and rockers where diameter is from 635 mm to 3175 mm
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Created Allowable Bearing Stress for expansion rollers and rockers where diameter is up to 635 mm
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Created Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm
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Created Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d > 635 mm
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Created Steel Yield Strength for milled surface when allowable Bearing Stress for d < 635 mm is Given
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Created Steel Yield Strength for milled surface when allowable Bearing Stress for d > 635 mm is Given
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Created Dead Load Moment when Stress in Steel for Shored Members is Given
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Created Dead Load Moment when Stress in Steel for Unshored Members is Given
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Created Live Load Moment when Stress in Steel for Shored Members is Given
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Created Live Load Moment when Stress in Steel for Unshored Members is Given
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Created Section Modulus of Steel Beam when Stress in Steel for Unshored Members is Given
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Created Section modulus of transformed Composite Section when Stress in Steel for shored Members is Given
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Created Section modulus of transformed Composite Section when Stress in Steel for Unshored Members is Given
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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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Created Allowable Bearing Stress for high strength bolts
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Created Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given
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Verified Buoyancy Force (dF) on a Vertical Prism
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Verified Buoyancy Force (dF) when Volume of Vertical Prism dV is given
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Verified Buoyant Force for a Body Immersed in Fluid
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Verified Buoyant Force When a Body Floats at between two immiscible fluids of specificweights
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Verified Cross Sectional Area of Prism when Buoyancy Force is given
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Verified Cross Sectional Area of Prism when Volume of Vertical Prism dV is given
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Verified Pressure Head Difference when Buoyancy Force is given
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Verified Pressure Head Difference when Volume of Vertical Prism dV is given
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Verified Specific Weight pf the Fluid when Buoyancy Force is given
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Verified Volume of Vertical Prism dV
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3 More Buoyancy Force and Center of Buoyancy Calculators
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Created Cable Tension when Natural frequency of each Cable is Given
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Created Fundamental Vibration Mode when Natural frequency of Each Cable is Given
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Created Natural frequency of each Cable
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Created Span of Cable when Natural frequency of each Cable is Given
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Created Cross Sectional Area of Tube when Dynamic Viscosity is Given
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Created Diameter of Pipe when Dynamic Viscosity with length is Given
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Created Diameter of Pipe when Dynamic Viscosity with time is Given
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Created Diameter of Pipe when Kinematic Viscosity is Given
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Created Discharge when Dynamic Viscosity is Given
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Created Dynamic Viscosity of fluid
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Created Dynamic Viscosity when Discharge of pipe over length is Given
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Created Head when Dynamic Viscosity is Given
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Created Head when Kinematic Viscosity is Given
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Created Kinematic Viscosity of flow
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Created Length of Pipe when Dynamic Viscosity is Given
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Created Length of Pipe when Kinematic Viscosity is Given
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Created Length of Reservoir when Dynamic Viscosity is Given
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Created Reservoir Area when Dynamic Viscosity is Given
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Created Specific Weight of Liquid when Dynamic Viscosities is Given
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Created Specific Weight of Liquid when Dynamic Viscosity is Given
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Created Time of Rise of Level from h1 to h2 when Dynamic Viscosity is Given
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Created Time Required when Kinematic Viscosity is Given
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Created Volume of Liquid when Kinematic Viscosity is Given
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Created Catenary Length measured from the Low Point of the Simple Cable with a UDL
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Created Catenary Length when Tension at any Point of the Simple Cable with a UDL is Given
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Created Tension at any Point when Catenary Length of the Simple Cable with a UDL is Given
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Created Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given
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Created UDL when Tension at any Point of the Simple Cable with a UDL is Given
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Created Catenary Parameter for UDL on Catenary Parabolic Cable
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Created Maximum Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
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Created Span of Cable when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
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Created Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
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Created Total Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
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Created UDL when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
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Verified Column Buckling Stress Fc1 when Relative Material Cost is given
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Verified Column Buckling Stress Fc2 when Relative Material Cost is given
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Verified Relative Material Cost for Two Columns of Different Steels Carrying the Same Load
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21 More Choosing the Most Economic Structural Steel Calculators
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Verified Central angle of curve when length of long chord is given
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Verified Degree of curve when length of curve is given
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Verified Length of curve(Exact)
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Verified Length of long chord(Exact)
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Verified Radius of curve when length of long chord is given
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Verified Radius of curve when midordinate is given
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21 More Circular curves Calculators
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Created Angle of Sector when Top Width is Given
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Created Angle of Sector when Wetted Perimeter is Given
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Created Diameter of Section when Hydraulic Depth is Given
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Created Diameter of Section when Hydraulic Radius for channel is Given
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Created Diameter of Section when Section Factor is Given
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Created Diameter of Section when Top Width is Given
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Created Diameter of Section when Wetted Area is Given
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Created Diameter of Section when Wetted Perimeter is Given
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Created Hydraulic Depth of circle
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Created Hydraulic Radius when angle is given
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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 Chezy Constant when Discharge through Channels is Given
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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 when Depth of flow in most efficient channel for maximum velocity is Given
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Created Diameter of Section when Depth of flow in most Efficient Channel section is Given
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Created Diameter of Section when flow depth in most efficient channel is Given
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Created Diameter of Section when Hydraulic Radius at 0.9D is Given
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Created Diameter of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given
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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 Hydraulic Radius of most Efficient Channel
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Created Radius of Section when Depth of flow in Efficient Channel is Given
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Created Radius of Section when Depth of flow in most efficient channel for maximum velocity is Given
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Created Radius of Section when Depth of flows in most efficient channel is Given
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Created Radius of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given
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Created Radius of Section when Hydraulic Radius is Given
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Created Side Slope of Channel Bed when Discharge through Channels is Given
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Created Wetted Area when Discharge through Channels is Given
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Created Wetted Perimeter when Discharge through Channels is Given
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Created Area of Curve when Vorticity is Given
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Created Circulation when Vorticity is Given
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Created Vorticity of fluid flows
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Created Clearance when Radius of Cylinder is Given
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Created Clearance when Torque exerted on Outer Cylinder is Given
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Created Dynamic Viscosity of Fluid
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Created Dynamic Viscosity when Torque exerted on Outer Cylinder is Given
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Created Dynamic Viscosity when Total Torque is Given
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Created Height of Cylinder when Dynamic Viscosity of Fluid is Given
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Created Height of Cylinder when Torque exerted on Inner Cylinder is Given
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Created Radius of Inner Cylinder when Torque exerted on Inner Cylinder is Given
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Created Radius of Inner Cylinder when Torque exerted on Outer Cylinder is Given
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Created Radius of Inner Cylinder when Velocity Gradient is Given
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Created Radius of Outer Cylinder when Velocity Gradient is Given
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Created Shear Stress on Cylinder when Torque exerted on Inner Cylinder is Given
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Created Speed of Outer Cylinder when Dynamic Viscosity of Fluid is Given
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Created Speed of Outer Cylinder when Torque exerted on Outer Cylinder is Given
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Created Speed of Outer Cylinder when Total Torque is Given
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Created Speed of Outer Cylinder when Velocity Gradient is Given
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Created Torque exerted on Inner Cylinder
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Created Torque exerted on Inner Cylinder when Dynamic Viscosity of Fluid is Given
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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 Viscometer Constant when Total Torque is Given
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Created Area of Channel Section when Conveyance of Channel Section is Given
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Created Area of Channel Section when Conveyance of Section through Manning's Formula is Given
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Created Area of Channel Section when Discharge is Given
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Created Bed Slope of Channel Section when Discharge is Given
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Created Bed Slope when Discharge is Given
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Created Bed Slope when Discharge through Manning's Formula is Given
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Created Chezy Constant when Conveyance of Channel Section is Given
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Created Chezy Constant when Discharge is Given
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Created Conveyance of Channel Section
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Created Conveyance of Section through Manning's Formula
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Created Conveyance when Discharge is Given
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Created Conveyance when Discharge through Manning's Formula is Given
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Created Discharge through channel
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Created Discharge through Manning's Formula when Conveyance is Given
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Created Discharge when Conveyance is Given
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Created Hydraulic Radius of Channel Section when Conveyance of Channel Section is Given
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Created Hydraulic Radius of Channel Section when Conveyance of Section through Manning's Formula is Given
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Created Hydraulic Radius of Channel Section when Discharge is Given
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Created Roughness Coefficient when Conveyance of Section through Manning's Formula is Given
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Created Cross Sectional Area at Section 1 for a Steady Flow
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Created Cross Sectional Area at Section 2 when flow at Section 1 for a Steady Flow is Given
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Created Cross Sectional Area at Section when Discharge for Steady Incompressible Fluid is Given
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Created Discharge through a Section for Steady Incompressible Fluid
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Created Mass Density at Section 1 for a Steady Flow
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Created Mass Density at Section 2 when flow at Section 1 for a Steady Flow is Given
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Created Velocity at Section 1 for a Steady Flow
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Created Velocity at Section 2 when flow at Section 1 for a Steady Flow is Given
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Created Velocity at Section when Discharge through a Section for Steady Incompressible Fluid is Given
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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 of Flow when Critical Energy for Parabolic Channel is Given
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Created Critical Depth when Critical Energy for Rectangular Channel is Given
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Created Critical Depth when Critical Energy for Triangular Channel is Given
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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 per unit Width when Critical Depth for Rectangular Channel is Given
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Created Discharge when Critical Depth for Parabolic Channel is Given
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Created Discharge when Critical Depth for Triangular Channel is Given
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Created Discharge when Critical Section Factor is Given
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Created Side Slope of Channel when Critical Depth for Parabolic Channel is Given
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Created Side Slope of Channel when Critical Depth for Triangular Channel is Given
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Created Bed Slope when Head on Entrance using Mannings formula is Given
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Created Bed Slope when Velocity of Flow through Mannings Formulas in Culverts is Given
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Created Entrance Loss Coefficient when Head on Entrance measured from Bottom of Culvert is Given
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Created Entrance Loss Coefficient when Head on Entrance using Mannings formula is Given
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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 Hydraulic Radius when Head on Entrance using Mannings formula is Given
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Created Hydraulic Radius when Velocity of Flow through Mannings Formulas in Culverts is Given
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Created Normal Depth of Flow when Head on Entrance measured from Bottom of Culvert is Given
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Created Normal Depth of Flow when Head on Entrance measured from Bottom using Mannings formula is Given
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Created Roughness Coefficient when Head on Entrance using Mannings formula is Given
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Created Roughness Coefficient when Velocity of Flow through Mannings Formulas in Culverts is Given
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Created Velocity of Flow through Mannings Formulas in Culverts
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Created Velocity of Flow when Head on Entrance measured from Bottom of Culvert is Given
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Created Liquid Column Height when Pressure Intensity at a radial distance r from axis is Given
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Created Pressure Intensity at a radial distance r from axis
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Created Pressure Intensity at a Radial Distance r=0 from Axis is Given
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Created Specific Weight of Liquid when Total Pressure Force on Each End of Cylinder is Given
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Created Total Pressure Force on Each End of Cylinder
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Created Atmospheric Pressure when Pressure at any point with origin at free surface is Given
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Created Centripetal acceleration exerted on the liquid mass at a radial distance r from axis.
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Created Constant Angular Velocity when Centripetal acceleration at a radial distance r from axis is Given
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Created Constant Angular Velocity when Equation of Free Surface of liquid is Given
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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 when Centripetal acceleration from axis is Given
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Created Radial Distance when Pressure at any point with origin at free surface is Given
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Created Vertical Depth (z) when Pressure at any point with origin at free surface is Given
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Created Area of Pipe when Total Required Power is Given
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Created Density of Fluid when Friction Factor is Given
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Created Density of Liquid with mean velocity when Shear Stress with Friction Factor is Given
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Created Density of Liquid when Shear Stress with darcy Friction Factor is Given
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Created Diameter of Pipe when Friction Factor is Given
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Created Diameter of Pipe when Head Loss due to Frictional Resistance is Given
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Created Discharge when Total Required Power is Given
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Created Dynamic Viscosity when Friction Factor is Given
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Created Friction Factor
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Created Friction Factor when Head Loss due to Frictional Resistance is Given
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Created Friction Factor when Reynolds Number is Given
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Created Friction Factor when Shear Stress is Given
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Created Friction Factor when Shear Stress with density is Given
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Created Friction Factor when Shear Velocity is Given
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Created Head Loss due to Frictional Resistance
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Created Length of Pipe when Head Loss due to Frictional Resistance is Given
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Created Length of Pipe when Total Required Power is Given
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Created Length of Pipe when Total Required Power with Discharge is Given
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Created Mean Velocity of Flow when Friction Factor is Given
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Created Mean Velocity of Flow when Head Loss due to Frictional Resistance is Given
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Created Mean Velocity of Flow when Shear Stress with Density is Given
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Created Mean Velocity of Flow when Shear Stress with Friction Factor is Given
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Created Mean Velocity of Flow when Shear Velocity is Given
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Created Mean Velocity of Flow when Total Required Power is Given
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Created Pressure Gradient when Total Required Power is Given
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Created Pressure Gradient when Total Required Power with Discharge is Given
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Created Reynolds Number when Friction Factor is Given
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Created Shear Stress when Friction Factor is Given
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Created Shear Stress when Friction Factor with density is Given
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Created Shear Velocity
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Created Specific Weight of Liquid when Shear Stress with Friction Factor is Given
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Created Total Required Power
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Created Total Required Power when Discharge is Given
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Created Diameter of Piston when Pressure reduction over the Length of Piston is Given
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Created Diameter of Piston when Rate of Flow is Given
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Created Diameter of Piston when Shear Force Resisting the Motion of Piston is Given
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Created Diameter of Piston when Shear Stress resisting the Motion of Piston is Given
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Created Diameter of Piston when Vertical Upward Force on Piston is Given
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Created Dynamic Viscosity when Pressure Reduction over the Length of Piston is Given
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Created Dynamic Viscosity when Rate of Flow is Given
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Created Dynamic Viscosity when Shear Force Resisting the Motion of Piston with Piston Velocity is Given
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Created Dynamic Viscosity when Shear Stress resisting the Motion of Piston is Given
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Created Dynamic Viscosity when Velocity of Flow in Oil Tank is Given
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Created Dynamic Viscosity when Vertical Upward Force on Piston with Piston Velocity is Given
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Created Length of Piston when Pressure Drop over the Piston is Given
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Created Length of Piston when Shear Force Resisting the Motion of Piston is Given
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Created Length of Piston when Shear Force Resisting the Motion of Piston with Piston Velocity is Given
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Created Length of Piston when Vertical Upward Force on Piston is Given
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Created Pressure Drop over the Length of Piston when Vertical Upward Force on Piston is Given
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Created Pressure Drop over the Piston
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Created Pressure Gradient when Rate of Flow is Given
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Created Pressure Gradient when Velocity of Flow in Oil Tank is Given
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Created Rate of Flow
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Created Shear Force Resisting the Motion of Piston
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Created Shear Force Resisting the Motion of Piston when Piston Velocity is Given
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Created Shear Force when Total Force is Given
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Created Shear Stress resisting the Motion of Piston
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Created Shear Stress when Shear Force Resisting the Motion of Piston is Given
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Created Total Forces
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Created Velocity of Flow in Oil Tank
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Created Velocity of Piston when Rate of Flow is Given
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Created Velocity of Piston when Shear Force Resisting the Motion of Piston is Given
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Created Velocity of Piston when Shear Stress resisting the Motion of Piston is Given
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Created Velocity of Piston when Velocity of Flow in Oil Tank is Given
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Created Velocity of Piston when Vertical Upward Force on Piston is Given
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Created Velocity of Pistons when Pressure Drop over the Length of Piston is Given
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Created Vertical Force when Total Force is Given
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Created Vertical Upward Force on Piston
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Created Vertical Upward Force on Piston when Piston Velocity is Given
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Created Component of Velocity in X-Direction when Slope of Streamline is Given
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Created Component of Velocity in Y-Direction when Slope of Streamline is Given
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Created Slope of Streamline
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Verified Polymer Feed Rate as Mass Flow Rate when Polymer Feed Rate as Volumetric Flow Rate is Given
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32 More Design of a Solid Bowl Centrifuge for Sludge Dewatering Calculators
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Verified Dynamic Viscosity when Power Requirement for Rapid Mixing Operations is Given
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Verified Flow Rate of Secondary Effluent when Volume of the Flocculation Basin is Given
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Verified Mean Velocity Gradient when Power Requirement for Rapid Mixing Operations is Given
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Verified Power Requirement for Rapid Mixing Operations in Wastewater Treatment
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Verified Time in Minutes Per Day when Volume of the Flocculation Basin is Given
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Verified Volume of Mixing Tank when Power Requirement for Rapid Mixing Operations is Given
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Verified Volume of Rapid Mix Basin
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Verified Wastewater Flow when Volume of Rapid Mix Basin is Given
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11 More Design of Rapid Mix Basin and Flocculation Basin Calculators
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Verified Bulking stress
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Verified Flexibility factor
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Verified Modulus of elasticity when flexibility factor is given
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Verified Moment of inertia when flexibility factor is given
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Verified Pipe diameter when flexibility factor is given
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Verified Pipe diamter when bulking stress is given
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Verified Radius of gyration when bulking stress is given
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Verified Soil stiffness factor when bulking stress is given
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Verified Span diameter when thrust is given
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Verified Thrust of structure
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7 More Designing highway culverts Calculators
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Verified Angle Made by the Pendulum
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Verified Distance Moved by Pendulum on the Horizontal scale
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Verified Length of Plumb Line
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Verified Perimeter when inlet capacity for flow depth up to 4.8in is given
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10 More Disposing of storm water Calculators
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Created Coefficient of Discharge of Elbow Meter when Discharge is Given
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Created Cross Sectional Area of Elbow Meter when Discharge is Given
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Created Differential Pressure Head of Elbow Meter when Discharge is Given
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Created Discharge through pipe
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Created Entrance Loss Coefficient when Velocity of Flow Fields is Given
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Created Head Loss in the Flow
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Created Hydraulic Radius of Culvert when Velocity of Flow Fields is Given
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Created Length of Culvert when Velocity of Flow Fields is Given
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2 More Entrance and Exit Submerged Calculators
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Created Datum Height at Section 1 from Bernoulli Equation
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Created Datum Height when Piezometric Head for a Steady Non Viscous Flow is Given
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Created Piezometric Head for a Steady Non Viscous Flow
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Created Pressure at Section 1 from Bernoulli Equation
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Created Pressure Head for a Steady Non Viscous Flow
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Created Pressure when Piezometric Head for a Steady Non Viscous Flow is Given
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Created Pressure when Pressure Head for a Steady Non Viscous Flow is Given
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Created Velocity at Section 1 from Bernoulli Equation
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Created Velocity Head for a Steady Non Viscous Flow is Given
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Created Velocity of Flow when Velocity Head for a Steady Non Viscous Flow is Given
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Verified Absolute Velocity(V) when Mass of the Fluid Striking the Plate is given
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Verified Cross Sectional Area when Mass of the Fluid Striking the Plate is given
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Verified Mass of the Fluid Striking the Plate
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Verified Specific Gravity when Mass of the Fluid Striking the Plate is given
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Verified Specific weight when Mass of the Fluid Striking the Plate is given
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Verified Velocity of Jet(u) when Mass of the Fluid Striking the Plate is given
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11 More Flat Plate Normal to the Jet Calculators
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Verified Inflow Rate when Rate of Change of Storage is Given
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17 More Flood Routing Calculators
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Created Hydraulic Depth when Section Factor is Given
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Created Section Factor in open channel
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Created Top Width when Section Factors is Given
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Created Wetted Area when Section Factor is Given
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Verified Discharge(Q) for the Notch which is to be Caliberated
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Verified Head when Discharge(Q) for the Notch which is to be Caliberated is given
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46 More Flow Over a Rectangular Sharp-Crested Weir or Notch Calculators
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Verified Velocity when water flow equation is given
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7 More Flow velocity in straight sewers Calculators
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Verified Pressure at a point in a liquid when Pressure Head is Known
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Verified Pressure Difference between two Points in a Liquid
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Verified Pressure Head of a Liquid
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Verified Pressure Head of a Liquid when Pressure Head of another Liquid having same Pressure is Known
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Created Acceleration of Fluid when Sum of Total Forces influencing Motion of Fluid is Given
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Created Compressibility Force when Sum of Total Forces influencing Motion of Fluid is Given
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Created Gravity Force when Sum of Total Forces Influencing Motion of Fluid is Given
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Created Mass of Fluid when Sum of Total Forces influencing Motion of Fluid is Given
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Created Pressure Force when Sum of Total Forces influencing Motion of Fluid is Given
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Created Sum of Total Forces Influencing Motion of Fluid
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Created Surface Tension Force when Sum of Total Forces influencing Motion of Fluid is Given
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Created Turbulent Force when Sum of Total Forces influencing Motion of Fluid is Given
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Created Viscous Force when Sum of Total Forces Influencing Motion of Fluid is Given
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Verified Tire Penetration Factor when Rolling Resistance is Given
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Verified Weight on Drivers when Usable Pull is Given
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Verified Weight on Wheels when Grade Resistance for Motion on a Slope is Given
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Verified Weight on Wheels when Rolling Resistance is Given
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11 More Formulas for Earthmoving Calculators
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Created Hydraulic Depths
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Created Hydraulic Radius or Hydraulic Mean Depth
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Created Top Width when Hydraulic Depth is Given
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Created Wetted Area when Hydraulic Depth is Given
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Created Wetted Area when Hydraulic Mean Depth is Given
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Created Wetted Perimeter when Hydraulic Mean Depth is Given
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Created Area of Section when Energy Gradient is Given
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Created Area of Section when Froude Number is Given
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Created Area of Section when Total Energy is Given
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Created Bed Slope when Energy Slope of Rectangular channel is Given
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Created Bed Slope when Energy Slope of Rectangular channel through Chezy formula is Given
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Created Bed Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given
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Created Bottom Slope of channel when Energy Gradient is Given
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Created Depth of Flow when Energy Slope of Rectangular channel is Given
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Created Depth of Flow when Energy Slope of Rectangular channel through Chezy formula is Given
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Created Depth of Flow when Total Energy is Given
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Created Discharge when Energy Gradient is Given
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Created Discharge when Froude Number is Given
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Created Discharge when Total Energy is Given
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Created Energy Gradient when bed slope is given
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Created Energy Gradient when slope is given
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Created Energy Slope of channel when Energy Gradient is Given
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Created Energy Slope of Rectangular channel
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Created Energy Slope of Rectangular channel through Chezy formula
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Created Energy Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given
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Created Froude Number when Slope of Dynamic Equation of Gradually Varied Flow is Given
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Created Froude Number with top width given
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Created Normal Depth when Energy Slope of Rectangular channel is Given
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Created Normal Depth when Energy Slope of Rectangular channel through Chezy formula is Given
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Created Slope of Dynamic Equation of Gradually Varied Flow when Energy Gradient is Given
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Created Slope of Dynamic Equation of Gradually Varied Flows
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Created Top Width when Energy Gradient is Given
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Created Top Width when Froude Number is Given
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Created Total Energy
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Created Diameter of Pipe when Head Loss over the Length of Pipe is Given
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Created Diameter of Pipe when Head Loss over the Length of Pipe with Discharge is Given
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Created Diameter of Pipe when Pressure Drop over the Length of Pipe is Given
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Created Diameter of Pipe when Pressure Drop over the Length of Pipe with Discharge is Given
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Created Discharge when Pressure Drop over the Length of Pipe is Given
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Created Dynamic Viscosity when Head Loss over the Length of Pipe is Given
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Created Dynamic Viscosity when Head Loss over the Length of Pipe with Discharge is Given
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Created Dynamic Viscosity when Pressure Drop over the Length of Pipe is Given
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Created Dynamic Viscosity when Pressure Drop over the Length of Pipe with Discharge is Given
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Created Head Loss over the Length of Pipe is Given
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Created Head Loss over the Length of Pipe when Discharge is Given
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Created Length of Pipe when Head Loss over the Length of Pipe is Given
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Created Length of Pipe when Head Loss over the Length of Pipe with Discharge is Given
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Created Length of Pipe when Pressure Drop over the Length of Pipe is Given
Go
Created Length of Pipe when Pressure Drop over the Length of Pipe with Discharge is Given
Go
Created Mean Velocity of Flow when Head Loss over the Length of Pipe is Given
Go
Created Mean Velocity of Flow when Pressure Drop over the Length of Pipe is Given
Go
Created Pressure Drop over the Length of Pipe
Go
Created Pressure Drop over the Length of Pipe when Discharge is Given
Go
Created Specific Weight of Liquid when Head Loss over the Length of Pipe is Given
Go
Created Specific Weight of Liquid when Head Loss over the Length of Pipe with Discharge is Given
Go
Created Multiplier for allowable stress when flange bending stress does not exceed the allowable stress
Go
Created Conjugate Depth y1 when Critical Depth is Given
Go
Created Conjugate Depth y1 when Discharge per unit width of channel is Given
Go
Created Conjugate Depth y1 when Froude Number Fr1 is Given
Go
Created Conjugate Depth y1 when Froude Number Fr2 is Given
Go
Created Conjugate Depth y2 when Critical Depth is Given
Go
Created Conjugate Depth y2 when Discharge per unit width of channel is Given
Go
Created Conjugate Depth y2 when Froude Number Fr1 is Given
Go
Created Conjugate Depth y2 when Froude Number Fr2 is Given
Go
Created Discharge per unit width of channel when conjugate depths are given
Go
Created Energy loss in Hydraulic Jump
Go
Created Energy loss in Hydraulic Jump when Mean Velocities are Given
Go
Verified Air Transport Movement Per Aircraft
Go
Verified Airline Industry Wages
Go
Verified Jet Fuel Price when Yield is Given
Go
Verified Real Gross National Product
Go
Verified Real Yield when Revenue Passenger Miles is Given
Go
Verified Regression Model Formulation for Yield
Go
Verified Revenue Passenger Miles
Go
3 More Integrated Demand Forecast Framework Calculators
Go
Created Bed Slope when Normal Depth of wide Rectangular Channel through Chezy Formula is Given
Go
Created Chezy Constant when Energy Slope through Chezy Formula is Given
Go
Created Chezy Constant when Normal Depth of wide Rectangular Channel through Chezy Formula is Given
Go
Created Critical Depth when Normal Depth of wide Rectangular Channel through Chezy Formula is Given
Go
Created Energy Slope through Chezy Formula
Go
Created Energy Slope through Manning's Formula
Go
Created Hydraulic Radius when Energy Slope through Chezy Formula is Given
Go
Created Hydraulic Radius when Energy Slope through Manning's Formula is Given
Go
Created Mean Velocity when Energy Slope through Chezy Formula is Given
Go
Created Mean Velocity when Energy Slope through Manning's Formula is Given
Go
Created Normal Depth of wide Rectangular Channel through Chezy Formula
Go
Created Roughness Coefficient when Energy Slope through Manning's Formula is Given
Go
Verified Difference in Elevation when the Air is Isothermal
Go
Verified Elevation from Datum when Air is Isothermal
Go
Verified Height of Fluid Column of Constant Specific Weight
Go
Verified Pressure at a point in liquid when Elevation from Datum is known
Go
Created Actual Velocity when Force exerted on Tank due to Jet is Given
Go
Created Area of Hole when Coefficient of Velocity for Jet is Given
Go
Created Area of Jet when Force exerted on Tank due to Jet is Given
Go
Created Coefficient of Velocity when Force exerted on Tank due to Jet is Given
Go
Created Force exerted on Tank due to Jet
Go
Created Head over Jet Hole when Force exerted on Tank due to Jet is Given
Go
Created Specific Weight of Liquid when Coefficient of Velocity for Jet is Given
Go
Created Specific Weight of Liquid when Force exerted on Tank due to Jet is Given
Go
Created Absolute Velocity of the Issuing Jet when Propelling Force is Given
Go
Created Absolute Velocity of the Issuing Jet when Relative Velocity is Given
Go
Created Absolute Velocity of the Issuing Jet when Work Done by the Jet on Ship is Given
Go
Created Area of Issuing Jet when Weight of Water is Given
Go
Created Area of Issuing Jet when Work Done by the Jet on Ship is Given
Go
Created Efficiency of Propulsion
Go
Created Efficiency of Propulsion when Head Loss Due to Friction is Given
Go
Created Head Loss Due to Friction Loss
Go
Created Kinetic Energy Available with the Water
Go
Created Propelling Force
Go
Created Specific Weight of Liquid when Weight of Water is Given
Go
Created Specific Weight of Liquid when Work Done by the Jet on Ship is Given
Go
Created Velocity of the Jet relative to the Motion of the ship when Kinetic Energy is Given
Go
Created Velocity of the Jet relative to the Motion of the ship when Weight of Water is Given
Go
Created Velocity of the Moving Ship when Relative Velocity is Given
Go
Created Velocity of the moving ship when Work Done by the Jet on Ship is Given
Go
Created Weight of Water when Head Loss Due to Friction is Given
Go
Created Weight of Water when Kinetic Energy is Given
Go
Created Weight of Water when Propelling Force is Given
Go
Created Weight of Water when Relative Velocity is Given
Go
Created Weight of Water when Work Done by the Jet on Ship is Given
Go
Created Work Done by the Jet on Ship
Go
Verified Absolute Velocity when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Verified Absolute Velocity when Mass of Fluid Striking the Vane per Second is given
Go
Verified Area of Cross Section when Force Exerted by the Jet in the Direction of Flow is given
Go
Verified Area of Cross Section when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Verified Area of Cross Section when Force Exerted by the Jet with relative velocity is given
Go
Verified Area of Cross Section when Mass of Fluid Striking the Vane per Second is given
Go
Verified Area of Cross Section when Work Done by the Jet on the Vane per Second is given
Go
Verified Efficiency of the Jet
Go
Verified Efficiency of the Wheel
Go
Verified Force Exerted by the Jet in the Direction of Flow of Incoming Jet
Go
Verified Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle 0 is given
Go
Verified Force Exerted by the Jet in the Direction of Flow of Incoming Jet with angle 90
Go
Verified Force Exerted by the Jet in the Direction of Flow of Jet
Go
Verified Force Exerted by the jet with relative velocity
Go
Verified Kinetic Energy of Jet per Second
Go
Verified Mass of Fluid Striking the Vane per Second
Go
Verified Maximum Efficiency
Go
Verified Specific Gravity when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Verified Specific Gravity when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Verified Specific Gravity when Force Exerted by the Jet with relative velocity is given
Go
Verified Specific Gravity when Mass of Fluid Striking the Vane per Second is given
Go
Verified Specific Gravity when Work Done by the Jet on the Vane per Second is given
Go
Verified Specific Weight when Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Verified Specific Weight when Force Exerted by the Jet in the Direction of Flow of Jet is given
Go
Verified Specific Weight when Force Exerted by the Jet with relative velocity is given
Go
Verified Specific Weight when Mass of Fluid Striking the Vane per Second is given
Go
Verified Specific Weight when Work Done by the Jet on the Vane per Second is given
Go
Verified Velocity of Jet(u) Force Exerted by the Jet in the Direction of Flow of Incoming Jet is given
Go
Verified Velocity of Jet(u) when Mass of Fluid Striking the Vane per Second is given
Go
Verified Work Done by the Jet on the Vane per Second
Go
Verified Work Done per Second when Efficiency of the Wheel is given
Go
Verified Area of Cross Section when Mass of Fluid Striking the Vane per Second is given
Go
Verified Mass of Fluid Striking the Vane per Second
Go
Verified Specific Gravity when Mass of Fluid Striking the Vane per Second is given
Go
Verified Specific Weight when Mass of Fluid Striking the Vane per Second is given
Go
Verified Velocity at Inlet when Mass of Fluid Striking the Vane per Second is given
Go
Created Coefficient of Drag when density is known
Go
Created Coefficient of Drag when Drag Force is Given
Go
Created Coefficient of Drag when Reynolds Number is Given
Go
Created Density of Fluid when Coefficient of Drag is Given
Go
Created Density of Fluid when Drag Force is Given
Go
Created Diameter of Sphere when Coefficient of Drag is Given
Go
Created Diameter of Sphere when Resistance Force on Spherical Surface is Given
Go
Created Diameter of Sphere when Terminal Fall Velocity is Given
Go
Created Diameter of Spherical Surface when Specific weights are Given
Go
Created Drag Force when Coefficient of Drag is Given
Go
Created Dynamic Viscosity of fluid when Resistance Force on Spherical Surface is Given
Go
Created Dynamic Viscosity of fluid when Terminal Fall Velocity is Given
Go
Created Dynamic Viscosity when Coefficient of Drag is Given
Go
Created Projected Area when Drag Force is Given
Go
Created Resistance Force on Spherical Surface
Go
Created Resistance Force on Spherical Surface when Specific weights are Given
Go
Created Reynolds Number when Coefficient of Drag is Given
Go
Created Specific Weight of Fluid when Resistance Force is Given
Go
Created Specific Weight of Fluid when Terminal Fall Velocity is Given
Go
Created Specific Weight of Sphere when Resistance Force is Given
Go
Created Specific Weight of Sphere when Terminal Fall Velocity is Given
Go
Created Terminal Fall Velocity
Go
Created Velocity of Sphere when Coefficient of Drag is Given
Go
Created Velocity of Sphere when Drag Force is Given
Go
Created Velocity of Sphere when Resistance Force on Spherical Surface is Given
Go
Created Distance Between Plates when Flow Velocity with No Pressure Gradient is Given
Go
Created Dynamic Viscosity when Flow Velocity is Given
Go
Created Dynamic Viscosity when Stress is Given
Go
Created Flow Velocity of section
Go
Created Flow Velocity when No Pressure Gradient is Given
Go
Created Horizontal Distance when Flow Velocity with No Pressure Gradient is Given
Go
Created Mean Velocity of Flow when Flow Velocity is Given
Go
Created Mean Velocity of Flow when Flow Velocity with No Pressure Gradient is Given
Go
Created Mean Velocity of Flow when Shear Stress is Given
Go
Created Pressure Gradient when Flow Velocity is Given
Go
Created Pressure Gradient when Shear Stress is Given
Go
Created Shear Stress when velocity is given
Go
Created Discharge when Mean Velocity of Flow is Given
Go
Created Discharge when viscosity is given
Go
Created Distance between Plates when Discharge is Given
Go
Created Distance Between Plates when Maximum Shear Stress is Given
Go
Created Distance between Plates when Maximum Velocity between Plates is Given
Go
Created Distance Between Plates when Mean Velocity of Flow is Given
Go
Created Distance Between Plates when Mean Velocity of Flow with Pressure Gradient is Given
Go
Created Distance Between Plates when Pressure Difference is Given
Go
Created Distance Between Plates when Pressure Head Drop is Given
Go
Created Distance Between Plates when Shear Stress Distribution Profile is Given
Go
Created Distance Between Plates when Velocity Distribution Profile is Given
Go
Created Dynamic Viscosity when Maximum Velocity between Plates is Given
Go
Created Dynamic Viscosity when Mean Velocity of Flow with Pressure Gradient is Given
Go
Created Dynamic Viscosity when Pressure Difference is Given
Go
Created Dynamic Viscosity when Pressure Head Drop is Given
Go
Created Dynamic Viscosity when Rate of Flow with pressure gradient is Given
Go
Created Dynamic Viscosity when Velocity Distribution Profile is Given
Go
Created Horizontal Distance when Shear Stress Distribution Profile is Given
Go
Created Length of Pipe when Pressure Difference is Given
Go
Created Length of Pipe when Pressure Head Drop is Given
Go
Created Maximum Shear Stress in fluid
Go
Created Maximum Velocity between Plates
Go
Created Maximum Velocity when Mean Velocity of Flow is Given
Go
Created Mean Velocity of Flow when Maximum Velocity is Given
Go
Created Mean Velocity of Flow when Pressure Difference is Given
Go
Created Mean Velocity of Flow when Pressure Gradient is Given
Go
Created Mean Velocity of Flow when Pressure Head Drop is Given
Go
Created Mean Velocity of Flows
Go
Created Pressure Difference
Go
Created Pressure Gradient when Discharge is Given
Go
Created Pressure Gradient when Maximum Shear Stress is Given
Go
Created Pressure Gradient when Maximum Velocity between Plates is Given
Go
Created Pressure Gradient when Mean Velocity of Flows is Given
Go
Created Pressure Gradient when Shear Stress Distribution Profile is Given
Go
Created Pressure Gradient when Velocity Distribution Profile is Given
Go
Created Pressure Head Drop
Go
Created Shear Stress Distribution Profile
Go
Created Specific Weight of Fluid when Pressure Head Drop is Given
Go
Created Velocity Distribution Profile
Go
Created Bed Shear Stress
Go
Created Bed Slope when Bed Shear Stress is Given
Go
Created Diameter of Section when Bed Shear Stress is Given
Go
Created Diameter of Section when Discharge per unit channel width is Given
Go
Created Diameter of Section when Mean Velocity of flow is Given
Go
Created Diameter of Section when Potential Head Drop is Given
Go
Created Diameter of Section when Slope of Channel is Given
Go
Created Discharge per unit channel width
Go
Created Dynamic Viscosity when Mean Velocity of flow in section is Given
Go
Created Dynamic Viscosity when Discharge per unit channel width is Given
Go
Created Dynamic Viscosity when Potential Head Drop is Given
Go
Created Horizontal Distance when Slope of Channel is Given
Go
Created Length of Pipe when Potential Head Drop is Given
Go
Created Mean Velocity in flow
Go
Created Mean Velocity of Flow when Potential Head Drop is Given
Go
Created Potential Head Drop
Go
Created Shear Stress when Slope of Channel is Given
Go
Created Slope of Channel when Discharge per unit Channel Width is Given
Go
Created Slope of Channel when Mean Velocity of flow is Given
Go
Created Slope of Channel when Shear Stress is Given
Go
Created Specific Weight of Liquid when Bed Shear Stress is Given
Go
Created Specific Weight of Liquid when Discharge per unit channel width is Given
Go
Created Specific Weight of Liquid when Mean Velocity of flow is Given
Go
Created Specific Weight of Liquid when Potential Head Drop is Given
Go
Created Specific Weight of Liquid when Slope of Channel is Given
Go
Created Dynamic Viscosity when Flow Velocity of Stream is Given
Go
Created Dynamic Viscosity when Velocity Gradient with Shear Stress is Given
Go
Created Flow Velocity of Stream
Go
Created Piezometric Gradient when Flow Velocity of Stream is Given
Go
Created Piezometric Gradient when Shear Stress is Given
Go
Created Piezometric Gradient when Velocity Gradient with Shear Stress is Given
Go
Created Radius of Elemental Section of Pipe when Shear Stress is Given
Go
Created Radius of Elemental Section of Pipe when Flow Velocity of Stream is Given
Go
Created Radius of Elemental Section of Pipe when Velocity Gradient with Shear Stress is Given
Go
Created Radius of Pipe when Flow Velocity of Stream is Given
Go
Created Shear Stresses
Go
Created Specific Weight of Fluid when Shear Stress is Given
Go
Created Specific Weight of Liquid when Flow Velocity of Stream is Given
Go
Created Specific Weight of Liquid when Velocity Gradient with Shear Stress is Given
Go
Created Velocity Gradient when Piezometric Gradient with Shear Stress is Given
Go
Created Coefficient of Permeability when Velocity is Given
Go
Created Hydraulic Gradient when Velocity is Given
Go
Created Velocity Through Darcy's Law
Go
Created Angle of Inclination of Free Surface
Go
Created Atmospheric Pressure when Pressure at any point in Liquid is Given
Go
Created Constant Horizontal Acceleration when Angle of Inclination of Free Surface is Given
Go
Created Constant Horizontal Acceleration when Slope of Surface of Constant Pressure is Given
Go
Created Gauge Pressure at any point in liquid with height
Go
Created Pressure at Any Points in Liquid
Go
Created Slope of Surface of Constant Pressure
Go
Created Specific Weight of liquid when Gauge Pressure at point in liquid is Given
Go
Created Specific Weight of liquid when Total Force exerted at any Section of the Container is Given
Go
Created Specific Weight of Liquids when Pressure at any point in liquid is Given
Go
Created Total Force exerted at any Section of the Container
Go
Created Vertical Depth Below Free Surface when Pressure at any point in liquids is Given
Go
Created Vertical Depth Below Free Surface when Total Force exerted at any Section of the Container is Given
Go
Created Vertical Depth Below Surface when Gauge Pressure at any point in Liquid is Given
Go
Created Width of Tank perpendicular to motion when Total Force exerted at any Section of the Tank is Given
Go
Created Atmospheric Pressure when Pressure at any point in liquid in constant vertical acceleration is Given
Go
Created Constant Acceleration when Net Force Acting in Vertical Upward Direction of Tank is Given
Go
Created Constant Vertical Upward Acceleration when Gauge Pressure at any point in liquid is Given
Go
Created Constant Vertical Upward Acceleration when Pressure at any Point in Liquid is Given
Go
Created Gauge Pressure at Any Point in Liquid Flow
Go
Created Mass of Liquid when Net Force Acting in Vertical Upward Direction of Tank is Given
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 when Pressure at point in liquid is Given
Go
Created Specific Weights of liquid when Gauge Pressure at any point in liquid is Given
Go
Created Vertical Depth Below Free Surface when Gauge Pressures at any point in liquid is Given
Go
Created Vertical Depth Below Free Surface when Pressure at point in liquid is Given
Go
Created Buckling Stress when Maximum Strength is Given
Go
Created Buckling Stress when Q Factor is Greater Than 1
Go
Created Buckling Stress when Q Factor is Less Than or Equal to 1
Go
Created Column Gross Effective Area when Maximum Strength is Given
Go
Created Maximum Strength for Compression Members
Go
Created Q Factor
Go
Created Steel Yield Strength when Buckling Stress for Q Factor Greater Than 1 is Given
Go
Created Steel Yield Strength when Buckling Stress for Q Factor Less Than or Equal to 1 is Given
Go
Created Steel Yield Strength when Q Factor is Given
Go
Verified Concentrated Load when Deflection at the Top Due to Fixed Against Rotation is given
Go
Verified Concentrated Load when Deflection at the Top is given
Go
Verified Modulus of Elasticity of the Wall Material when Deflection is given
Go
Verified Modulus of Elasticity when Deflection at the Top Due to Concentrated Load is given
Go
Verified Modulus of Elasticity when Deflection at the Top Due to Fixed Against Rotation is given
Go
Verified The Deflection at the Top Due to Concentrated Load
Go
Verified The Deflection at the Top Due to Fixed Against Rotation
Go
Verified The Deflection at the Top Due to Uniform Load
Go
Verified Wall Thickness when Deflection at the Top Due to Concentrated Load is given
Go
Verified Wall Thickness when Deflection at the Top Due to Fixed Against Rotation is given
Go
Verified Wall Thickness when Deflection is given
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 when Maximum Unbraced Length is Given
Go
Created Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given
Go
Created Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given
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 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 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 Plastic Section Modulus for Compact Section for LFD when Maximum Bending Moment is Given
Go
Created Section Modulus for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given
Go
Created Smaller Moment of unbraced length for Compact Section for LFD when Maximum Unbraced Length is Given
Go
Created Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given
Go
Created Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given
Go
Created Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given
Go
Created Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given
Go
Created Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given
Go
Created Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given
Go
Created Steel yield strength for Compact Section for LFD when Minimum Web Thickness is Given
Go
Created Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given
Go
Created Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given
Go
Created Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given
Go
Created Ultimate Moment Capacity for Symmetrical Flexural Sections for LFD of Bridges
Go
Created Ultimate Moment of unbraced length for Compact Section when Maximum Unbraced Length is Given
Go
Created Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given
Go
Created Width of Projection of Flange for Braced Non-Compact Section when Maximum Bending Moment is Given
Go
Created Width of Projection of Flange for Compact Section for LFD when Minimum Flange Thickness is Given
Go
Created Moment of Inertia
Go
Created Web Thickness when Moment of Inertia is Given
Go
Created Dynamic Viscosity when Pressure Gradient is Given
Go
Created Pressure Gradient
Go
Created Rate of Flow when Pressure Gradient is Given
Go
Verified Duration when Maximum Intensity is Given
Go
6 More Maximum Intensity-Duration-Frequency Relationship Calculators
Go
Verified Cumulative Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given
Go
13 More Measurement of Infiltration Calculators
Go
Verified Pressure at Point m in a Pizometer
Go
Verified Pressure head (hm) at point m in a pizometer
Go
Verified Specific Weight of the liquid in a peizometer
Go
Verified Distance Between the Centre of Gravity of these Wedges.
Go
Verified Moment of the Turning Couple due to the Movement of the Liquid
Go
Verified Volume of the Either Wedge
Go
Created Coefficient of Discharge through Flume when Discharge flow through Channel is Given
Go
Created Coefficient of Discharge through Flume when Discharge flow through Rectangular Channel is Given
Go
Created Depth of Flow when Discharge through a Critical Depth Flume is Given
Go
Created Discharge Coefficient when Discharge through a Critical Depth Flume is Given
Go
Created Discharge flow through Channel
Go
Created Discharge flow through Rectangular Channel
Go
Created Discharge through a Critical Depth Flume
Go
Created Head at Entrance of Section when Discharge flow through Channel is Given
Go
Created Head at Entrance when Discharge through Channel is Given
Go
Created Width of Throat when Discharge through a Critical Depth Flume is Given
Go
Verified Constant of Proportionality when Travel by Air Passengers between Cities i and j is Given
Go
Verified Distance between Cities i and j when Travel by Air Passengers between the Cities is Given
Go
Verified Percent of Manufacturing and Retail Employment of Total Employment at i
Go
Verified Population at City i when Travel by Air Passengers between Cities i and j is Given
Go
Verified Population at city j when Travel by Air Passengers between Cities i and j is Given
Go
Verified Travel by Air Passengers between Cities i and j
Go
5 More Modified form of Gravity Model used in Canada for Travel by Air Passengers between Cities Calculators
Go
Created Discharge when Specific Force is Given
Go
Created Specific Force
Go
Created Specific Force when Top Width is Given
Go
Created Top Width when Specific Force is Given
Go
Created Vertical Depth of Centroid of Area when Specific Force is Given
Go
Created Vertical Depth of Centroid of Area when Specific Force with Top Width is Given
Go
Created Density of Liquid when Output Power is Given
Go
Created Density of Liquid when Thrust on the Propeller is Given
Go
Created Density of Liquid with absolute velocity when Power Lost is Given
Go
Created Density of Liquid with relative velocity when Power Lost is Given
Go
Created Diameter of Propeller when Rate of Flow through Propeller is Given
Go
Created Diameter of Propeller when Thrust on the Propeller is Given
Go
Created Flow Velocity when Power Lost is Given
Go
Created Flow Velocity when Rate of Flow through Propeller is Given
Go
Created Flow Velocity when Theoretical Propulsive Efficiency is Given
Go
Created Flow Velocity when Thrust on the Propeller is Given
Go
Created Increase in Pressure when Thrust on the Propeller is Given
Go
Created Input Power
Go
Created Jet Velocity when Output Power is Given
Go
Created Jet Velocity when Power Lost is Given
Go
Created Jet Velocity when Rate of Flow through Propeller is Given
Go
Created Jet Velocity when Theoretical Propulsive Efficiency is Given
Go
Created Jet Velocity when Thrust on the Propeller is Given
Go
Created Output Power when Input Power is Given
Go
Created Output Power when Rate of Flow through Propeller is Given
Go
Created Power Lost
Go
Created Power Lost when Input Power is Given
Go
Created Rate of Flow through Propeller
Go
Created Rate of Flow when Output Power is Given
Go
Created Rate of Flow when Power Lost is Given
Go
Created Rate of Flow when Thrust on the Propeller is Given
Go
Created Theoretical Propulsive Efficiency
Go
Created Thrust on the Propeller
Go
Created Absolute Velocity of Surges
Go
Created Absolute Velocity of Surges when Depth of flow is Given
Go
Created Celerity of the Wave when Absolute Velocity of Surges is Given
Go
Created Celerity of the Wave when is depth is known
Go
Created Depth of flow when Absolute Velocity of Surges is Given
Go
Created Velocity of Flow when Absolute Velocity of Surges is Given
Go
Created Velocity of Flow when Depth of flow is Given
Go
Created 28-day Compressive Strength of Concrete when Force in Slab is Given
Go
Created Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given
Go
Created Effective Concrete Area when Force in Slab is Given
Go
Created Force in Slab at Maximum Negative Moments when Minimum Number of Connectors for Bridges is Given
Go
Created Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given
Go
Created Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given
Go
Created Force in Slab when Effective Concrete Area is Given
Go
Created Force in Slab when Number of Connectors in Bridges is Given
Go
Created Force in Slab when Total Area of Steel Section is Given
Go
Created Minimum Number of Connectors for Bridges
Go
Created Number of Connectors in Bridges
Go
Created Reduction Factor when Minimum Number of Connectors in Bridges is Given
Go
Created Reduction Factor when Number of Connectors in Bridges is Given
Go
Created Reinforcing Steel Yield Strength when Force in Slab at Maximum Negative Moments is Given
Go
Created Steel Yield Strength when Total Area of Steel Section is Given
Go
Created Total Area of Steel Section when Force in Slab is Given
Go
Created Ultimate Shear Connector Strength when Minimum Number of Connectors in Bridges is Given
Go
Created Ultimate Shear Connector Strength when Number of Connectors in Bridges is Given
Go
Verified Actual area of effective concrete flange when total horizontal shear is given
Go
Verified Specified compressive strength of concrete when total horizontal shear is given
Go
Verified The total horizontal shear
Go
8 More Number of connectors required for building construction Calculators
Go
Created Actual Velocity at Section 2 when Coefficient of Contraction is Given
Go
Created Actual Velocity when Theoretical Velocity at Section 2 is Given
Go
Created Area at Section 2 or at Vena Contracta
Go
Created Area of Orifice when Area at Section 2 or at Vena Contracta is Given
Go
Created Coefficient of Contraction
Go
Created Coefficient of Contraction when Coefficient of Discharge is Given
Go
Created Coefficient of Discharge when Cc is Given
Go
Created Coefficient of Velocity when Coefficient of Discharge is Given
Go
Created Discharge through pipe when Coefficient of Discharge is Given
Go
Created Theoretical Velocity at Section 1
Go
Created Theoretical Velocity at Section 2
Go
Created Tension at Midspan when Parabolic Equation for the Cable Slope is Given
Go
Created UDL when Parabolic Equation for the Cable Slope is Given
Go
Created UDL when Tension at Midspan for UDL on Parabolic Cable is Given
Go
Created Allowable Stress for Compression Elements for Highway Bridges
Go
Created Length of Cable for UDL on Parabolic Cable is Given
Go
Created Maximum Sag when Length of Cable for UDL on Parabolic Cable is Given
Go
Created Maximum Sag when Tension at Midspan for UDL on Parabolic Cable is Given
Go
Created Parabolic Equation for the Cable Slope
Go
Created Span of Cable when Length of Cable for UDL on Parabolic Cable is Given
Go
Created Span of Cable when Tension at Midspan for UDL on Parabolic Cable is Given
Go
Created Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given
Go
Created Tension at Midspan for UDL on Parabolic Cable
Go
Created Tension at Midspan when Tension at Supports for UDL on Parabolic Cable is Given
Go
Created Tension at Supports for UDL on Parabolic Cable is Given
Go
Created UDL when Tension at Supports for UDL on Parabolic Cable is Given
Go
Verified Elevation of lowest point on a sag curve
Go
Verified Elevation of PVC when elevation of lowest point on a sag curve is given
Go
Verified Elevation of PVC(point of vertical curvature)
Go
Verified Elevation of PVI(point of vertical intersection) when elevation of PVC is given
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Verified Length of curve when rate of change of grade is given in parabolic curves
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Verified Rate of change of grade in parabolic curves
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4 More Parabolic curves Calculators
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Created Depth of Flow when Hydraulic Depth for parabola is Given
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Created Depth of Flow when Section Factor for parabola is Given
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Created Depth of Flow when Top Width for parabola is Given
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Created Depth of Flow when Wetted Area for parabola is Given
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Created Hydraulic Depth for parabola
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Created Hydraulic Radius when width is given
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Created Top Width for parabola
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Created Top Width when Hydraulic Radius is Given
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Created Top Width when Wetted Area is Given
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Created Top Widths when Section Factor is Given
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Created Wetted Area
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Created Wetted Area when Top Width is Given
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Created Wetted Perimeter for parabola
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Created Force acting on each cut of edge of pipe when Internal Pressure is Given
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Created Internal Pressure
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Created Outside Diameter of Pipe when Internal Pressure is Given
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Created Actual Velocity of the flowing Stream
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Created Coefficient of Velocity when Actual Velocity of the flowing Stream is Given
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Created Height of fluid raised in tube when Actual Velocity of the flowing Stream is Given
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Created Height of fluid raised in tube when Theoretical Velocity of the flowing Stream is Given
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Created Theoretical Velocity of the flowing Stream
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Verified Atmospheric pressure P according to polytropic process
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Verified Density According to Polytropic Process
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Verified Initial Density According to Polytropic Process
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Verified Initial Pressure (Po) According to Polytropic Process
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Verified Positive Constant(n)
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Verified Temperature Lapse Rate (dT/dZ)
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Created Depth of Flow when Wetted Area of Triangular Channel Section is Given
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Created Depth of Flow when Wetted Perimeter of Triangular Channel Section is Given
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Created Hydraulic Radius of Trapezoidal Channel Section
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Created Hydraulic Radius of Triangular Channel Section
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Created Wetted Area of Trapezoidal Channel Section
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Created Wetted Area of Triangular Channel Section
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Created Wetted Perimeter of Trapezoidal Channel Section
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Created Wetted Perimeter of Triangular Channel Section
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Verified Absolute Pressure using Equation of State
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Verified Absolute Pressure using Equation of State when Specific Weight is known
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Verified Absolute Temperature of Gas
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Verified Bulk Modulus of Elasticity
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Verified Capillary Rise or Depression of a Fluid
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Verified Capillary Rise or Depression when a Tube is inserted in two Liquids
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Verified Capillary Rise or Depression when two Vertical Parallel Plates are Partially Immersed in a Liquid
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Verified Capillary Rise when contact is between Water and Glass
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Verified Compressibility of a Fluid
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Verified Compressibility of Fluid when Bulk Modulus of Elasticity is Known
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Verified Dynamic Viscosity when Kinematic Viscosity is Known
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Verified Dynamic Viscosity when Shear Stress is known
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Verified Gas Constant using Equation of State
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Verified Kinematic Viscosity
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Verified Mass Density when Specific Weight is Known
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Verified Mass Density when Viscosity is Known
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Verified Pressure Intensity inside a Droplet
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Verified Pressure Intensity inside a liquid Jet
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Verified Pressure Intensity inside a Soap Bubble
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Verified Shear Stress between any two thin sheets of Fluid
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Verified Specific Gravity of Fluid
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Verified Specific Volume of Fluid
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Verified Specific Weight of Fluid
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Verified Specific Weight of Fluid when Specific Gravity is known
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Verified Specific Weight using Equation of State when Absolute Pressure is Known
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Verified Specific Weight when Mass Density is Known
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Verified Surface Tension when Capillary Rise or Depression is Known
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Verified Surface Tension when Pressure Intensity inside a Droplet is Known
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Verified Surface Tension when Pressure Intensity inside a Liquid Jet is Known
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Verified Surface Tension when Pressure Intensity inside a Soap Bubble is Known
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Verified Velocity Gradient
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Verified Velocity Gradient when Shear Stress is Known
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Verified Velocity of Fluid when Shear Stress is known
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Verified Volume of Fluid when Specific Weight is known
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Created Average Rainfall Intensity when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
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Created Deck Width for handling the Rainwater Runoff to the Drain Scuppers
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Created Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
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Created Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given
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Created Runoff Rate of Rainwater from a bridge during a Rainstorm
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Created Shoulder Width when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
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Created Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
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Created Depth of Flow when Hydraulic Radius in rectangle is Given
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Created Depth of Flow when Section Factor for rectangle channel is Given
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Created Depth of Flow when Wetted Area for rectangle is Given
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Created Depth of Flow when Wetted Perimeter for rectangle is Given
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Created Hydraulic Depth of flow
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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 when Hydraulic Radius of rectangle is Given
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Created Width of Section when Perimeter is Given
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Created Width of Section when Section Factor is Given
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Created Width of Section when Wetted Areas is Given
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Created Depth of flow in Most Efficient channel for rectangular channel
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Created Depth of flow when Hydraulic Radius in most Efficient rectangular channel is Given
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Created Hydraulic Radius in most Efficient open channel
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Created Width of Channel when Depth of flow in Most Efficient channels is Given
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Created Diameter of Sphere when Dynamic Viscosity is Given
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Created Dynamic Viscosity when velocity is given
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Created Mean Velocity of Sphere when Dynamic Viscosity is Given
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Created Specific Weight of Liquids when Dynamic Viscosity is Given
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Created Specific Weight of Sphere when Dynamic Viscosity is Given
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Verified Actual Value of the Parameter M adopted in the Design of the Project when Safety Factor is Given
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Verified Equation for Safety Factor
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Verified Equation for Safety Margin
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Verified Risk when Reliability is Given
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Verified Value of the Parameter M obtained from Hydrological Considerations when Safety Factor is Given
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6 More Risk, Reliability and Safety Factor Calculators
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Created Kinematic Viscosity when time is known
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Verified Density of Material when Quantity of Scrap Produced is Given
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Verified Number of Scrapers a Pusher can Load
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Verified Quantity when Production Required is Given
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Verified Trips Per Hour when Production of Scrap by Machines is Given
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21 More Scraper Production Calculators
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Verified building height for steel eccentrically braced frames when fundamental period is known
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Verified building height for other buildings when fundamental period is known
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Verified building height for reinforced concrete frames when fundamental period is known
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Verified building height for steel frames when fundamental period is known
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Verified fundamental period for steel frames
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Verified seismic coefficient for short period structures
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Verified seismic response coefficient when fundamental period is known
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Verified total lateral force acting in the direction of each of the principal axes
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14 More Seismic Loads Calculators
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Created Allowable Horizontal Shear for Individual Connector for 100,000 cycles
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Created Allowable Horizontal Shear for Individual Connector for 2 million cycles
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Created Allowable Horizontal Shear for Individual Connector for 500,000 cycles
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Created Allowable Horizontal Shear for Individual Connector for over 2 million cycles
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Created Allowable Horizontal Shear for welded studs for 100,000 cycles
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Created Allowable Horizontal Shear for welded studs for 2 million cycles
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Created Allowable Horizontal Shear for welded studs for 500,000 cycles
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Created Allowable Horizontal Shear for welded studs for over 2 million cycles
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Created Horizontal Shear Range at the juncture of Slab and Beam
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Created Moment of Inertia of Transformed Section when Horizontal Shear Range is Given
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Created Shear Range due to Live and Impact Load when Horizontal Shear Range is Given
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Created Static Moment of Transformed Section when Horizontal Shear Range is Given
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Created Shear Capacity for Flexural Members
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Created Shear Capacity for Girders with Transverse Stiffeners
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Verified Maximum and Center Deflection of Cantilever Beam carrying UDL
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Verified Maximum and Center Deflection of Cantilever Beam carrying Uniformly Varying Load
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5 More Slope and Deflection Calculators
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Verified ground snow load when roof type is known
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Verified importance factor when roof type is known
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Verified roof type when roof snow load is known
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6 More Snow Loads Calculators
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Verified Maximum Dry Density when Percent Compaction of Soil in Sand Cone Method is Given
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24 More Soil Compaction Tests Calculators
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Created Area of Section Considering the Condition of Maximum Discharge
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Created Area of Section through Section Considering the Condition of Minimum Specific Energy
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Created Area of Section when Discharge is Given
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Created Datum Height when Total Energy per unit weight of water in the flow section is Given
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Created Depth of flow when Discharge is Given
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Created Depth of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
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Created Depth of flow when Total Energy per unit weight of water in the flow section is Given
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Created Diameter of Section through Section Considering the Condition of Minimum Specific Energy
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Created Diameter of Section when Froude Number is Given
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Created Discharge through area
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Created Discharge through Section Considering the Condition of Maximum Discharge
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Created Discharge through Section Considering the Condition of Minimum Specific Energy
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Created Froude Number when velocity if known
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Created Mean Velocity of Flow through Section Considering the Condition of Minimum Specific Energy
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Created Mean Velocity of Flow when Froude Number is Given
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Created Mean Velocity of flow when Total Energy in the flow section taking Bed Slope as Datum is Given
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Created Mean Velocity of flow when Total Energy per unit weight of water in the flow section is Given
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Created Top Width of Section Considering the Condition of Maximum Discharge
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Created Top Width of Section through Section Considering the Condition of Minimum Specific Energy
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Created Total Energy per unit weight of water in the flow section
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Created Total Energy per unit weight of water in the flow section considering Bed Slope as Datum
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Created Total Energy per unit weight of water in the flow section when Discharge is Given
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Created Volume of Liquid Considering the Condition of Maximum Discharge
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Verified Restoring Couple when Foating Body in Stable Equilibrium
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Verified Weight of the Body When Restoring Couple is given
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2 More Stability of Submerged and Floating Bodies Calculators
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Created Discharge through Pipe
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Created Distance of Element from Center line when Head Loss is Given
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Created Distance of Element from Center line when Shear Stress at any Cylindrical Element is Given
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Created Distance of Element from Center line when Velocity at any point in Cylindrical Element is Given
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Created Distance of Element from Center line when Velocity at any point with Maximum Velocity is Given
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Created Distance of Element from Center line when Velocity Gradient at Cylindrical Element is Given
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Created Dynamic Viscosity when Discharge through Pipe is Given
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Created Dynamic Viscosity when Maximum Velocity at axis of Cylindrical Element is Given
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Created Dynamic Viscosity when Pressure Gradient at Cylindrical Element is Given
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Created Dynamic Viscosity when Velocity at any point in Cylindrical Element is Given
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Created Length of Pipe when Shear Stress at any Cylindrical Element is Given
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Created Maximum Shear Stress at Cylindrical Element
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Created Maximum Velocity at axis of Cylindrical Element
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Created Maximum Velocity at axis of Cylindrical Element when Mean Velocity of Flow is Given
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Created Mean Velocity of Flow when Maximum Velocity at axis of Cylindrical Element is Given
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Created Mean Velocity of FLuid Flow
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Created Pressure Gradient when Discharge through Pipe is Given
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Created Pressure Gradient when Maximum Shear Stress at Cylindrical Element is Given
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Created Pressure Gradient when Maximum Velocity at axis of Cylindrical Element is Given
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Created Pressure Gradient when Shear Stress at any Cylindrical Element is Given
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Created Pressure Gradient when Velocity at any point in Cylindrical Element is Given
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Created Pressure Gradient when Velocity Gradient at Cylindrical Element is Given
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Created Pressure Gradients when Mean Velocity of Flow is Given
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Created Radius of Pipe when Velocity at any point in Cylindrical Element with Maximum Velocity is Given
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Created Radius of Pipe when Discharge through Pipe is Given
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Created Radius of Pipe when Maximum Shear Stress at Cylindrical Element is Given
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Created Radius of Pipe when Maximum Velocity at axis of Cylindrical Element is Given
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Created Radius of Pipe when Mean Velocity of Flow is Given
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Created Radius of Pipe when Velocity at any point in Cylindrical Element is Given
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Created Shear Stress at any Cylindrical Element
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Created Shear Stress at any Cylindrical Element when Head Loss is Given
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Created Specific Weight of Liquid when Shear Stress at any Cylindrical Element is Given
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Created Velocity at any point in Cylindrical Element
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Created Velocity at any point in Cylindrical Element when Maximum Velocity at axis is Given
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Created Velocity Gradient when Pressure Gradient at Cylindrical Element is Given
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Created Viscosity when Mean Velocity of Flow is Given
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Created Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given
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Created Gross Cross-Sectional Area of Intermediate Stiffeners
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Created Minimum Moment of Inertia of a Transverse Stiffener
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Created Web Thickness when Minimum Moment of Inertia of a Transverse Stiffener is Given
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Created Component of Velocity in X-direction when Slope of Equipotential Line is Given
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Created Component of Velocity in Y-direction when Slope of Equipotential Line is Given
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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 Extension of Circular Tapering Rod
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2 More Stress and Strain Calculators
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Created Horizontal Component of Cable Tension for UDL
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Created Length of cable between Supports
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Created Maximum Reactions at Supports
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Created Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given
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Created Sag of Cable at midway between supports when Maximum Reactions at Supports is Given
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Created Span Length when Horizontal Component of Cable Tension for UDL is Given
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Created Span Length when Vertical Reaction at Supports is Given
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Created UDL when Horizontal Component of Cable Tension for UDL is Given
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Created UDL when Maximum Reactions at Supports is Given
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Created UDL when Vertical Reaction at Supports is Given
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Created Vertical Reaction at Supports
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Created Absolute velocity of the surge moving towards right in civil engineering
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Created Absolute velocity of the surge moving towards right in negative surges
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Created Celerity of the Wave from Lagrange's Celerity Equation
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Created Celerity of the Wave in non uniform flow
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Created Celerity of the Wave when surge height is less than depth1
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Created Celerity of the Wave when two depth is known
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Created Celerity of the Wave when Velocity at Depth2 when surge height is negligible is Given
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Created Depth of flow at point2 when Absolute velocity of the surge moving towards right is Given
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Created Depth of flow1 when Absolute velocity of the surge moving towards right with depth2 is Given
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Created Depth of Flow1 when Celerity of the Wave from Lagrange's Celerity Equation is Given
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Created Heights of Surge when Celerity of the Wave is Given
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Created Surge Height when Celerity of the Wave when surge height is less than depth1 is Given
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Created Surge Height when Velocity at Depth2 when surge height is negligible is Given
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Created Velocity at Depth at 1 when Absolute velocity of the surge moving towards right is Given
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Created Velocity at Depth at 1 when Celerity of the Wave is Given
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Created Velocity at Depth at 2 when Absolute velocity of the surge moving towards right is Given
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Created Velocity at Depth1 when Absolute velocity of the surges moving towards right is Given
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Created Velocity at Depth1 when surge height is negligible
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Created Velocity at Depth2 when Celerity of the Wave is Given
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Created Velocity at Depth2 when surge height is negligible
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Created Absolute velocity of the surge moving towards right in postive surges
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Created Absolute Velocity of the surge moving towards right when the Flow is Completely Stopped
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Created Celerity of the Wave in surges
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Created Celerity of the Wave when Surge Height for surge height is negligible the depth of flow is Given
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Created Celerity of the Wave when Velocity at depth1 is Given
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Created Depth of flow1 when Absolute velocity of the surge moving towards right with abs velocity is Given
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Created Depth of flow1 when Absolute velocity of the surge when the flow is completely stopped
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Created Depth of flow1 when Celerity of the Wave is Given
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Created Depth of flow2 when Absolute velocity of the surge moving towards right direction is Given
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Created Depth of flow2 when Absolute velocity of the surge when the flow is completely stopped
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Created Depth of flow2 when Celerity of the Wave is Given
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Created Height of Surge when surge height is negligible the depth of flow
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Created Height of Surges when Celerity of the Wave is Given
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Created Velocity at Depth1 when Absolute velocity of the surge moving toward right is Given
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Created Velocity at Depth1 when Absolute velocity of the surge when the flow is completely stopped
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Created Velocity at Depth1 when Celerity of the Waves is Given
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Created Velocity at Depth1 when Height of Surge for surge height is negligible the depth of flow
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Created Velocity at Depth2 when Absolute velocity of the surges moving toward right is Given
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Created Pull on Tape when Sag Correction Between Points of Support is Given
Go
Created Sag Correction Between Points of Support
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Created Tape Weight per Foot when Sag Correction Between Points of Support is Given
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Created Unsupported Tape Length when Sag Correction Between Points of Support is Given
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3 More Temperature Corrections Calculators
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Created Mean Error when Specified Error of a Single Measurement is Given
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Created Mean Error when Sum of Errors is Given
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Created Probable Error of Mean
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19 More Theory of Errors Calculators
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Created Coefficient of Thermal Expansion of Pipe Material when Stress due to Temperature Change is Given
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Created Length of Expansion Joint when Movement that should be allowed is Given
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Created Modulus of Elasticity of Pipe Material when Stress due to Temperature Change is Given
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Created Movement that should be allowed for if Expansion Joints are to be used
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Created Stress due to Temperature Change
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Created Temperature Change when Movement that should be allowed is Given
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Created Temperature change when Stress due to Temperature Change is Given
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Verified Acceleration due to Gravity when Time Period is given
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Verified Radius of Gyration of Body when Time Period is given
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Verified Time Period of One Complete Oscillations
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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 when Work Done on the Wheel per Second is given
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Verified Efficiency of the System
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Verified Final Velocity(u1) when Power Delivered to the Wheel is given
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Verified Initial Velocity(u) when Power Delivered to the Wheel is given
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Verified Mass of Fluid Striking Vane per Second
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Verified Power Delivered to the Wheel
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Verified Radius at Inlet(R) when Torque(T) Exerted by the Fluid is given
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Verified Radius at Inlet(R) when Work Done on the Wheel per Second is given
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Verified Radius at Outlet(R1) when Torque(T) Exerted by the Fluid is given
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Verified Radius at Outlet(R1) when Work Done on the Wheel per Second is given
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Verified Radius of the Wheel when Angular Momentum at Inlet is given
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Verified Radius of the Wheel when Angular Momentum at Outlet is given
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Verified Radius of the Wheel(R1) when Tangential Velocity(u) at the Inlet Tip of the Vane is given
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Verified Radius of the Wheel(R1) when Tangential Velocity(u1) at the Outlet Tip of the Vane is given
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Verified Specific Gravity when Angular Momentum at Inlet is given
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Verified Specific Gravity when Angular Momentum at Outlet is given
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Verified Specific Gravity when Mass of Fluid Striking Vane per Second is given
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Verified Specific Gravity when Power Delivered to the Wheel is given
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Verified Specific Gravity when Tangential Momentum of the Fluid Striking the Vanes at the Inlet is given
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Verified Specific Gravity when Tangential Momentum of the Fluid Striking the Vanes at the Outlet is given
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Verified Specific Gravity when Torque(T) Exerted by the Fluid is given
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Verified Specific Gravity when Work Done on the Wheel per Second is given
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Verified Specific Weight when Torque(T) Exerted by the Fluid is given
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Verified Speed of the Wheel when Tangential Velocity(u) at the Inlet Tip of the Vane is given
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Verified Speed of the Wheel(N) when Tangential Velocity(u1) at the Outlet Tip of the Vane is given
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Verified Tangential Momentum of the Fluid Striking the Vanes at the Inlet
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Verified Tangential Momentum of the Fluid Striking the Vanes at the outlet
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Verified Tangential Velocity(u) at the Inlet Tip of the Vane
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Verified Tangential Velocity(u1) at the Outlet Tip of the Vane
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Verified Torque(T) Exerted by the Fluid
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Verified Velocity at Inlet(Vw) when Power Delivered to the Wheel is given
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Verified Velocity at Inlet(Vw) when Torque(T) Exerted by the Fluid is given
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Verified Velocity at Inlet(Vw) when Work Done on the Wheel per Second is given
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Verified Velocity at Outlet(Vw1) when Power Delivered to the Wheel is given
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Verified Velocity at Outlet(Vw1) when Torque(T) Exerted by the Fluid is given
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Verified Velocity at Outlet(Vw1) when Work Done on the Wheel per Second is given
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Verified Velocity when Angular Momentum at Inlet is given
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Verified Velocity when Angular Momentum at Outlet is given
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Verified Velocity when Tangential Momentum of the Fluid Striking the Vanes at the Inlet is given
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Verified Velocity when Tangential Momentum of the Fluid Striking the Vanes at the Outlet is given
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Verified Weight of the Fluid when Angular Momentum at Inlet is given
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Verified Weight of the Fluid when Angular Momentum at Outlet is given
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Verified Weight of the Fluid when Mass of Fluid Striking Vane per Second is given
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Verified Weight of the Fluid when Power Delivered to the Wheel is given
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Verified Weight of the Fluid when Tangential Momentum of the Fluid Striking the Vanes at the Inlet is given
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Verified Weight of the Fluid when Tangential Momentum of the Fluid Striking the Vanes at the Outet is given
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Verified Weight of the Fluid when Work Done on the Wheel per Second is given
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Verified Work Done on the Wheel per Second
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19 More Torque Exerted on a Wheel with Radial Curved Vanes Calculators
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Verified Cross Sectional Area when Total Pressure on the Elementary Area is given
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Verified Direction of the Resultant force p
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Verified Horizontal Force when Direction of the Resultant force p is given
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Verified Specific Weight when Total Pressure on the Elementary Area is given
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Verified Total Pressure on the Elementary Area
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Verified Vertical Depth when Total Pressure on the Elementary Area is given
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Verified Vertical Pressure when Direction of the Resultant force p is given
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5 More Total Pressure on Curved Surface Calculators
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Created Depth of Flow when Top Width for trapezoidal is Given
Go
Created Depth of Flow when Wetted Perimeter for trapezoidal is Given
Go
Created Hydraulic Depth for trapezoidal
Go
Created Hydraulic Radius of section
Go
Created Section Factor for trapezoidal
Go
Created Side Slope of Section when Hydraulic Depth is Given
Go
Created Side Slope of Section when Perimeter is Given
Go
Created Side Slope of Section when Top Width for Trapezoidal is Given
Go
Created Side Slope of Section when Wetted Area of trapezoidal is Given
Go
Created Top Width for trapezoidal
Go
Created Wetted Area for trapezoidal
Go
Created Wetted Perimeter for trapezoidal
Go
Created Width of Section when Hydraulic Depth is Given
Go
Created Width of Section when Top Width is Given
Go
Created Width of Section when Wetted Area for trapezoidal is Given
Go
Created Width of Section when Wetted Perimeters in section is Given
Go
Created Width of Sections when Hydraulic Radius is Given
Go
Created Depth of flow in most efficient channel in trapezoidal channel
Go
Created Depth of flow in most efficient channel in trapezoidal channel when channel slope is known
Go
Created Depth of flow when Hydraulic Radius in Most Efficient trapezoidal Channel is Given
Go
Created Depth of flow when Wetted Area in Most Efficient Channel for Bottom width is kept constant is Given
Go
Created Depth of flow when Width of Channel in Most Efficient Channel for Bottom width is kept constant
Go
Created Hydraulic Radius of the Most Efficient Channel
Go
Created Side Slope of Section for Depth of flow is kept constant
Go
Created Side Slope of Section when Wetted Area for Bottom width is kept constant is Given
Go
Created Wetted Area in Most Efficient Channel for Bottom width is kept constant
Go
Created Width of Channel in most efficient channel sections
Go
Created Width of Channel in Most Efficient Channel when Bottom width is kept constant
Go
Created Width of Channel in most efficient channels section
Go
Created Width of Channel when Depth of flow in Efficient Channel is Given
Go
Created Depth of Flow when Hydraulic Depth for triangle is Given
Go
Created Depth of Flow when Hydraulic Radius for triangle is Given
Go
Created Depth of Flow when Section Factor for triangle channel is Given
Go
Created Depth of Flow when Top Width for triangle is Given
Go
Created Depth of Flow when Wetted Area for triangle is Given
Go
Created Depth of Flow when Wetted Perimeter for triangle is Given
Go
Created Hydraulic Depth for triangle
Go
Created Hydraulic Radius of flow
Go
Created Section Factor for triangle
Go
Created Side Slope of Section when Hydraulic Radius is Given
Go
Created Side Slope of Section when Section Factor is Given
Go
Created Side Slope of Section when Top Width for triangle is Given
Go
Created Side Slope of Section when Wetted Areas is Given
Go
Created Side Slope of Section when Wetted Perimeters is Given
Go
Created Top Width for triangle
Go
Created Wetted Area for triangular
Go
Created Wetted Perimeter for triangular section
Go
Created Depth of flow when Hydraulic Radius in Most Efficient triangular channel is Given
Go
Created Hydraulic Radius in Efficient channel
Go
Created 28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given
Go
Created 28-day Compressive Strength when Ultimate Shear Connector Strength for Welded Studs is Given
Go
Created Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given
Go
Created Channel Length when Ultimate Shear Connector Strength for Channels is Given
Go
Created Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given
Go
Created Diameter of connector when Ultimate Shear Connector Strength for Welded Studs is Given
Go
Created Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given
Go
Created Ultimate Shear Connector Strength for Channels
Go
Created Ultimate Shear Strength for Welded Studs
Go
Verified Elapse Time of Ultrasonic Signal sent by A when Average Velocity Along the Path is Given
Go
Verified Elapse Time of Ultrasonic Signal sent by A when Component of Flow Velocity in Sound Path is Given
Go
Verified Elapse Time of Ultrasonic Signal sent by B when Average Velocity Along the Path is Given
Go
Verified Elapse Time of Ultrasonic Signal sent by B when Component of Flow Velocity in Sound Path is Given
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7 More Ultrasonic Method Calculators
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Created Average Height of Roughness protrusions through Strickler Formula
Go
Created Average Velocity in Channel
Go
Created Average Velocity in Channel when Chezy Constant is Given
Go
Created Average Velocity through Manning's Formula
Go
Created Boundary Shear Stress
Go
Created Chezy Constant through Basin Formula
Go
Created Chezy Constant through Ganguillet-Kutter Formula
Go
Created Chezy Constant through Manning's Formula
Go
Created Chezy Constant when Average Velocity in Channel is Given
Go
Created Coefficient of Roughness when Average Velocity through Manning's Formula is Given
Go
Created Friction Factor when Average Velocity in Channel is Given
Go
Created Hydraulic Radius when Average Velocity in Channel is Given
Go
Created Hydraulic Radius when Average Velocity in Channel with Chezy Constant is Given
Go
Created Hydraulic Radius when Average Velocity through Manning's Formula is Given
Go
Created Hydraulic Radius when Chezy Constant through Manning's Formula is Given
Go
Created Hydraulic Radius where Boundary Shear Stress is Given
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Created Manning's Coefficient through Strickler Formula
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Created Roughness Coefficient when Chezy Constant through Manning's Formula is Given
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Created Slope of Channel Bed when Average Velocity in Channel is Given
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Created Slope of Channel Bed when Average Velocity in Channel with Chezy Constant is Given
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Created Slope of Channel Bed when Average Velocity through Manning's Formula is Given
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Created Slope of Channel Bottom where Boundary Shear Stress is Given
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Created Specific Weight of Liquid where Boundary Shear Stress is Given
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Created Average Height of Roughness Protrusions when Chezy Constant for Rough Channels is Given
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Created Average Height of Roughness Protrusions when Mean Velocity of flow in Rough Channels is Given
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Created Chezy Constant for Rough Channels
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Created Hydraulic Radius when Chezy Constant for Rough Channels is Given
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Created Hydraulic Radius when Mean Velocity of flow in Rough Channels is Given
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Created Hydraulic Radius when Mean Velocity of flow in Smooth Channels is Given
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Created Kinematic Viscosity when Mean Velocity of flow in Smooth Channels is Given
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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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Created Actual Discharge when Coefficient of Discharge is Given
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Created Area at Section 1 when Theoretical Discharge through pipe is Given
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Created Area at Section 2 when Theoretical Discharge through pipe is Given
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Created Coefficient of Discharge when discharges are known
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Created Density of Liquid in pipe when Venturi Head is Given
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Created Density of Manometric Liquid when Venturi Head is Given
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Created Theoretical Discharge through pipe
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Created Theoretical Discharge when Coefficient of Discharge is Given
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Created Venturi Head when Difference in the levels of the Manometric Liquid in the two limbs is Given
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Created Venturi Head when Theoretical Discharge through pipe is Given
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Created Relative Accuracy for First Order Class I
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Created Relative Accuracy for First Order Class II
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Created Relative Accuracy for Second Order Class I
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Created Relative Accuracy for Second Order Class II
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Created Relative Accuracy for Third Order
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10 More Vertical Control Calculators
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Created Clearance when Pressure Drop over the Length of Piston is Given
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Created Clearance when Shear Stress is Given
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Created Diameter of Piston when Pressure Drop over the Length is Given
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Created Diameter of Piston when Shear Stress is Given
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Created Dynamic Viscosity when Force is Given
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Created Dynamic Viscosity when Pressure Drop over the Length is Given
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Created Dynamic Viscosity when Shear Stress in piston is Given
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Created Dynamic Viscosity when Velocity of Fluid is Given
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Created Length of Piston when Force is Given
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Created Length of Piston when Pressure Reduction over the Length of Piston is Given
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Created Pressure Drop over the Lengths of Piston
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Created Pressure Gradient when Velocity of Fluid is Given
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Created Shear Stress when viscosity is Given
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Created Total Force in piston
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Created Velocity of Fluid
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Created Velocity of Piston when Pressure reduction over the Length of Piston is Given
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Created Velocity of Piston when Shear Stress is Given
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Created Velocity of Piston when Total Forces is Given
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Created Clearance when Total Force is Given
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Created Diameter of Piston when Total Force is Given
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Created Dynamic Viscosity when Total Force in piston is Given
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Created Length of Piston when Total Force in piston is Given
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Created Total Force when clearance is given
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Created Velocity of Pistons when Total Force is Given
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Created Bed Slope of Channel when Slope of Dynamic Equation of Gradually Varied Flow is Given
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Created Bed Slope of Channel when Slope of Dynamic Equation of GVF through Chezy formula is Given
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Created Critical Depth of Channel when Slope of Dynamic Equation of Gradually Varied Flow is Given
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Created Critical Depth of Channel when Slope of Dynamic Equation of GVF through Chezy formula is Given
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Created Normal Depth of Channel when Slope of Dynamic Equation of Gradually Varied Flow is Given
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Created Normal Depth of Channel when Slope of Dynamic Equation of GVF through Chezy formula is Given
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Created Slope of Dynamic Equation of Gradually Varied Flow through Chezy formula
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Created Slope of Dynamic Equations of Gradually Varied Flow
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Verified external pressure coefficient as given by ASCE 7
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Verified gust effect factor as given by ASCE 7
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Verified importance factor when velocity pressure is known
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Verified topographic factor when velocity pressure is known
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Verified velocity pressure as given by ASCE 7
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Verified velocity pressure at given point as given by ASCE 7
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Verified wind directionality factor when velocity pressure is known
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9 More Wind Loads Calculators
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Verified Duration of Rainfall Excess when W-Index is Given
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Verified Initial Losses when W-Index is Given
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Verified Total Storm Precipitation when W-Index is Given
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Verified Total Storm Runoff when W-Index is Given
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1 More W-Index Calculators
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Verified Duration of Rainfall Excess When Total Runoff Depth is Given
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Verified Duration of Rainfall from Rainfall Hyetograph
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Verified Phi-Index When Total Runoff Depth is Given
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Verified Precipitation when Total Runoff Depth is Given for Practical Use
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Verified Pulses of Time Interval from Rainfall Hyetograph
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Verified Time Interval of Rainfall Hyetograph
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Verified Total Runoff Depth
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Verified Runoff to Determine φ-Index for Practical Use
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3 More Φ-Index for Practical Use Calculators
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