Calculators Created by Chandana P Dev

Verified Apparent Velocity of Seepage when Reynolds Number of Value Unity is Given

Go

Verified Apparent Velocity when Bulk Pore Velocity is Given

Go

Verified Bulk Pore Velocity

Go

4 More Apparent Velocity of Seepage Calculators

Go

Verified Dynamic Viscosity when Pressure Reduction over the Length of Piston is Given

Go

Verified Dynamic Viscosity when Velocity of Flow in Oil Tank is Given

Go

Verified Dynamic Viscosity when Vertical Upward Force on Piston with Piston Velocity is Given

Go

3 More Dynamic Viscosity Calculators

Go

Verified Deep Water Celerity when Group Velocity for Deep Water is Known

Go

Verified Deep Water Wavelength when Deep Water Group Velocity is Known

Go

Verified Group Velocity for Deep Water when Deep Water Wavelength is Given

Go

Verified Group Velocity for Shallow Water

Go

Verified Group Velocity of Wave when Wavelength and Wave Period is Known

Go

Verified Group Velocity when Deep Water Celerity is Known

Go

Verified Wave Period when Group Velocity for Shallow Water is known

Go

Verified Wavelength when Group Velocity for Shallow Water is known

Go

Verified Stress along Y-direction when Normal Stress when Member Subjected to Axial Load is Given

Go

4 More Normal Stress of members Subjected to Axial Load Calculators

Go

Verified Pressure Gradient when Maximum Shear Stress is Given

Go

5 More Pressure Gradient Calculators

Go

Created Area of Concrete Section when Prestress Drop is Given

Go

Created Change in Strain in Tendon when Prestress Drop is Known

Go

Created Pressure Drop when Anchorage Slip and Settling Length are Considered

Go

Created Pressure Drop when Setting Length is Given

Go

Created Prestress Drop

Go

Created Prestress Drop when Initial Prestress Force is Given

Go

Created Prestress Drop when Modular Ratio is Known

Go

Created Prestress Drop when Pressure After Immediate Loss is Known

Go

Created Prestress Drop when Strain due to Bending and Compression is Given in Two Parabolic Tendons

Go

Created Prestress Drop when Stress in concrete at Same Level due to Prestressing Force is Known

Go

Created Prestress Drop when Two parabolic Tendons are Incorporated

Go

Created Prestress Force After Immediate Loss when Prestress Drop is Given

Go

Created Prestress Force at Distance X by Taylor Series Expansion

Go

Created Prestress Force at Stressing End

Go

Created Prestress Force at Stressing End using Taylor Series Expansion

Go

Created Prestressing Force after Immediate Loss when Initial Prestress is Given

Go

Created Prestressing Force after Immediate Loss when Reverse Friction Effect is Considered

Go

Created Prestressing Force at a Distance x From the Stretching End when Resultant Reaction is Known

Go

Created Prestressing Force at Distance X

Go

Created Prestressing Force at distance x when Reverse Friction is Considered

Go

Created Prestressing Force Immediately After Loss when Settling Length is Given

Go

Created Prestressing Force in Tendon B using Eccentricities

Go

Created Anchorage Slip when Settling Length is Known

Go

Created Area of Prestressing Steel when Settling Length is Given

Go

Created Settling Length when Pressure Drop is Known

Go

Created Settling Length when Prestressing Force Immediately After Loss is Known

Go

Created Length of Cable when Slip of Anchorage is Known

Go

Created Slip of Anchorage

Go

Verified Velocity of Piston when Velocity of Flow in Oil Tank is Given

Go

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

Go

4 More Velocity of Piston Calculators

Go

Created Adjusted Design Value for Lateral Loading for Drift Bolts and Pins

Go

Created Adjusted Design Value for Lateral Loading for Lag Screws

Go

Created Adjusted Design Value for Lateral Loading for Metal Plate Connectors

Go

Created Adjusted Design Value for Lateral Loading for Nails and Spikes

Go

Created Adjusted Design Value for Lateral Loading for Spike Grids

Go

Created Adjusted Design Value for Lateral Loading for Wood Screws

Go

Created Adjusted Design Value for Withdrawal for Drift Bolts and Pins

Go

Created Adjusted Design Value for Withdrawal for Lag Screws

Go

Created Adjusted Design Value for Withdrawal for Nails and Spikes

Go

Created Adjusted Design Value for Withdrawal for Wood Screws

Go

Verified Adjusted value for loading normal to grain for split ring and shear plate connectors

Go

Verified Adjusted value for loading parallel to grain for split ring and shear plate connectors

Go

1 More Adjustment of Design Values for Connections with Fasteners Calculators

Go

Verified Aerodrome Reference Temperature

Go

Verified Monthly mean of maximum daily temperature for the hottest month of the year

Go

Verified Wheelbase when Turning Radius is Given

Go

Verified Travel by Air Passengers between Cities i and j

Go

13 More Air Trip Distribution Models Calculators

Go

Verified Aerodrome Reference Temperature when Corrected Take off Length is Given

Go

Verified True aircraft speed in terms of match number

Go

19 More Aircraft Runway Length Estimation Calculators

Go

Verified Vertical Stirrup Leg Area when Group of Bars is Bent at Different Distances

Go

12 More Allowable Shear Calculators

Go

Created Allowable Stress when Area of Compression Flange is Solid and Not Less than Tension Flange

Go

Created Allowable Stress when Simplifying Term is Between 0.2 and 1

Go

Created Allowable Stress when Simplifying Term is Greater than 1

Go

Created Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders

Go

Created Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders

Go

Created Maximum Unsupported Length of Compression Flange-1

Go

Created Maximum Unsupported Length of Compression Flange-2

Go

Created Modifier for Moment Gradient

Go

Created Simplifying Term for Allowable Stress Equations

Go

Created Allowable Compressive Stress when Slenderness Ratio is Less than Cc

Go

Created Allowable Compressive Stress when Slenderness Ration is Greater than Cc

Go

Created Effective Length Factor

Go

Created Safety Factor for Allowable Compressive Stress

Go

Created Slenderness Ratio Used for Separation

Go

Verified Steel Yield Strength when Allowable Shear stress for Flexural Members in Bridges

Go

2 More Allowable Stress Design for Shear in Bridges Calculators

Go

Verified Storage Coefficient From Theis Equation of Transmissivity

Go

Verified Theis Equation to Determine Storage Coefficient

Go

Verified Theis Equation to Determine Transmissivity

Go

Verified Transmissivity when storage coefficient is given from Theis equation

Go

Created Area of Concrete for Known Stress in Concrete without Non-Prestressed Reinforcement

Go

Created Area of Concrete when Non-Prestressed Reinforcements are Used

Go

Created Area of Concrete when Stress in Concrete in Presence of Non-Prestressed Reinforcement is Known

Go

Created Area of Non-Prestressed Reinforcement for a known Stress in Concrete

Go

Created Area of Non-Prestressed Reinforcement in Partially Prestressed Members

Go

Created Area of Prestressing Tendon for Known Tensile Strength of Section

Go

Created Area of Prestressing Tendons when Non-Prestressed Reinforcements are Used

Go

Created Characteristic Tensile Strength of Prestressing Tendons for Known Tensile Strength of Section

Go

Created Characteristic Tensile Strength of Prestressing Tendons in Presence of Non-Prestressing Steel

Go

Created Effective Prestress Without Conventional Steel at Service Loading Stage

Go

Created Equilibrium Equation for Analysis

Go

Created Prestress at Transfer After Short Term Loss

Go

Created Prestress at Transfer After Short Term Loss in the Presence of Non-Prestressed Reinforcement

Go

Created Strain Difference in Prestressed Tendons when Strain in Concrete and Tendons are Given

Go

Created Strain Difference in Tendons at any Loading Stage

Go

Created Strain in Concrete at Level of Steel

Go

Created Strain in Concrete due to Effective Prestress

Go

Created Strain in Prestressed Tendons

Go

Created Strain in Tendons due to Effective Prestress

Go

Created Stress in Non-Prestressed Reinforcement in Equilibrium Equation

Go

Created Stress in Prestressed Tendons in Equilibrium Equation

Go

Created Tensile Axial Force in Member without Non-Prestressing Steel at Service Loading Stage

Go

Created Transformed Area of Partially Prestressed Members

Go

Created Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement

Go

Created Ultimate Tensile Strength of Section in the Presence of Non-Prestressing Reinforcement

Go

Verified Constant K1 when Rotation Due to Moment on a Arch Dam is Given

Go

Verified Constant K5 when Deflection Due to Moments on a Arch Dam is Given

Go

Verified Deflection Due to Shear on a Arch Dam

Go

Verified Deflection Due to Thrust on a Arch Dam

Go

Verified Intrados Stresses on a Arch Dam

Go

Verified Normal Radial Pressure at the centerline when Moment at Abutments of an Arch Dam is Given

Go

Verified Rotation Due to Moment on a Arch Dam

Go

Verified Rotation Due to Twist on a Arch Dam

Go

Verified Shear Force when Deflection Due to Shear on a Arch Dam is Given

Go

13 More Arch Dams Calculators

Go

Verified Average Daily Influent Flow Rate when Hydraulic Retention Time is given

Go

Verified Average Daily Influent Flow Rate When Net Waste Activated Sludge is Given

Go

Verified Average Daily Influent Flow Rate when RAS Pumping Rate from Aeration Tank is Given

Go

Verified Average Daily Influent Flow Rate when Recirculation Ratio is Given

Go

Verified Average Daily Influent Flow Rate when the Volume of the Reactor is given

Go

Verified Average daily influent flow rate when theoretical oxygen requirement is given

Go

1 More Average Daily Influent Flow Rate Calculators

Go

Verified Actual Discharge from Backwater Effect on a Rating Curve-Normalized Curve

Go

Verified Normal Discharge at a Given Stage under Steady Uniform Flow

Go

Verified Normalized Discharge of Backwater Effect on a Rating Curve-Normalized Curve

Go

Verified Normalized Value of the Fall when Discharge is Given

Go

Verified The Actual Fall at a Stage when Actual Discharge is Given

Go

Verified Annual Precipitation in the i-2'th year when Antecedent Precipitation is Given

Go

Verified Annual Precipitation in the i'th year when Antecedent Precipitation is Given

Go

Verified Barlow's formula for Runoff

Go

Verified Flat Partly Cultivated Stiff Soils with Average or Varying Rainfall

Go

Verified Flat Partly Cultivated Stiff Soils with Continuous Downpour

Go

Verified Flat Partly Cultivated Stiff Soils with with Light rain

Go

Verified Precipitation when Runoff is Given from Exponential Relationship

Go

Verified Runoff in Average Catchment with Average or Varying Rainfall

Go

Verified Runoff in Average Catchment with Continuous Downpour

Go

Verified Runoff in Average Catchment with Light Rain

Go

Verified Runoff in Flat Cultivated and Absorbent Soils with Average or Varying Rainfall

Go

Verified Runoff in Flat Cultivated and Absorbent Soils with Continuous Downpour

Go

Verified Runoff in Flat Cultivated and Absorbent Soils with Light Rain

Go

Verified Runoff in Hills and Plains with little Cultivation and Average or Varying Rainfall

Go

Verified Runoff in Hills and Plains with little Cultivation and Continuous Downpour

Go

Verified Runoff in Hills and Plains with little Cultivation and Light Rainfall

Go

Verified Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Average or Varying Rainfall

Go

Verified Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Continuous Downpour

Go

Verified Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Light Rain

Go

Created Allowable Bearing Pressure When Flange Thickness for H shaped Column is Given

Go

Created Area Required by the Base Plate

Go

Created Bearing Pressure When Plate Thickness is Given

Go

Created Column Depth When Plate Length is Given

Go

Created Column Flange Width When Plate Length is Given

Go

Created Column Load if Area Required by the Base Plate is Given

Go

Created Flange Thickness for H shaped Columns

Go

Created Plate Length

Go

Created Thickness of Plate

Go

Created Thickness of Plate When Flange Thickness for H shaped Column is Given

Go

Verified Total Energy(Et) in a Compressible Fluids

Go

24 More Basic Relationship Of Thermodynamics Calculators

Go

Verified Basin Lag for Foot-Hill Drainage Area

Go

Verified Basin Lag for Mountainous Drainage Areas

Go

Verified Basin Lag for Valley Drainage Areas

Go

Verified Depth when Water Surface Slope is given

Go

Verified Superelevation

Go

2 More Bay Superelevation Calculators

Go

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

Go

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

Go

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

Go

Verified Extreme Fiber Stress in Bending for a Rectangular Timber Beam

Go

Verified Horizontal Shearing Stress in a Rectangular Timber Beam

Go

Verified Section Modulus When Height and Breadth of Section are Given

Go

Verified Total Shear when Horizontal Shearing Stress is Given

Go

6 More Beams Calculators

Go

Created Beam Buckling Factor 1

Go

Created Beam Buckling Factor 2

Go

Created Critical Elastic Moment

Go

Created Critical elastic moment for box sections and solid bars

Go

Created Limiting Buckling Moment

Go

Created Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for I and Channel Sections

Go

Created Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams

Go

Created Limiting Laterally Unbraced Length for Inelastic Lateral Buckling

Go

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

Go

Created Maximum Laterally Unbraced Length for Plastic Analysis

Go

Created Maximum Laterally Unbraced Length for Plastic Analysis in Solid Bars and Box Beams

Go

Created Specified Minimum Yield Stress for Web if Lr is Given

Go

Verified Allowable Bearing Stress for expansion rollers and rockers where diameter is from 635 mm to 3175 mm

Go

Verified Allowable Bearing Stress for expansion rollers and rockers where diameter is up to 635 mm

Go

Verified Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm

Go

Verified Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d > 635 mm

Go

2 More Bearing on Milled Surfaces Calculators

Go

Created Actual Bearing Pressure Under Plate

Go

Created Allowable Bearing Stress on Concrete when Full Area is Used for Support

Go

Created Allowable Bearing Stress on Concrete when Less Than Full Area is Used for Support

Go

Created Allowable Bending Stress When Plate Thickness is Given

Go

Created Area Required by the Bearing Plate if the Plate Covers Less than Full Area of Concrete For Support

Go

Created Area Required by the Bearing Plate When Full Concrete Area is Used for Support

Go

Created Beam Reaction when Actual Bearing Pressure is Given

Go

Created Beam Reaction when Area Required by Bearing Plate is Given

Go

Created Minimum Bearing Length of Plate When Actual Bearing Pressure is Given

Go

Created Minimum Width of Plate When Actual Bearing Pressure is Given

Go

Created Minimum Width of Plate When Plate Thickness is Given

Go

Created Plate Thickness

Go

Created Maximum Bending Stress for Load Applied to Narrow Member Face

Go

Created Maximum Compressive Stress for Biaxial Bending

Go

Created Maximum Compressive Stress for Uniaxial Bending

Go

Verified Section modulus of transformed Composite Section when Stress in Steel for Unshored Members is Given

Go

9 More Bending Stresses Calculators

Go

Verified BOD Loading for First Stage Filter

Go

Verified BOD Loading for First Stage Filter when BOD Loading for Second Filter Stage is Given

Go

Verified BOD Loading for Second Stage Filter

Go

Verified BOD Loading to Filter when Efficiency of First Filter Stage is Given

Go

Verified BOD Loading to Second Filter Stage when Efficiency of Second Filter Stage is given

Go

Verified Bond Length for a Prestressed Tendon

Go

Verified Bond Length(Lb) when Development Length(Ld) of the Section is given

Go

Verified Design Bond Stress when Bond Length for a Prestressed Tendon is given

Go

Verified Ultimate Prestress(fpu) when Bond Length for a Prestressed Tendon is given

Go

Verified Assumed Brake application speed when Distance for Deceleration in a normal Braking mode is Given

Go

Verified Deceleration rate when Distance for Deceleration in a normal Braking mode (S3) is Given

Go

Verified Deceleration rate when Distance for Deceleration in a normal Braking mode is Given

Go

Verified Distance for the Transition from Main gear Touchdown to create Stabilized Braking Configuration

Go

Verified Distance required for Deceleration in a normal Braking mode to a Nominal Takeoff Speed

Go

Verified Distance required for Deceleration in a normal Braking mode to a Nominal Takeoff Speed (S3)

Go

Verified Distance required for Transition from Maingear Touchdown to create Stabilized Braking Configuration

Go

Verified Nominal Turn-Off Speed when Distance for Deceleration in a normal Braking mode is Given

Go

Verified Nominal Turn-off Speed when Distance required for Deceleration in a normal Braking mode is Given

Go

Verified Threshold Speed when Distance required for Transition from Maingear Touchdown is given

Go

Verified Threshold Speed when when Distance for Deceleration in a normal Braking mode is Given

Go

Verified Vehicle Speed when Distance required for Transition from Maingear Touchdown is Given

Go

Verified Breaker Depth Index

Go

Verified Breaker Depth Index for known Wave Height at Incipient Breaking in terms of Saturated Breaking

Go

Verified Breaker Height Index

Go

Verified Deep Water Wave Height for known Breaker Height Index

Go

Verified Deep water Wave length for known Breaker Height Index from Linear Wave Theory

Go

Verified Equivalent Un-refracted Deepwater Wave Height for known Breaker Height Index from Linear Wave Theory

Go

Verified Local Depth for known Zero-moment Wave Height at Breaking

Go

Verified Local Depth when Root-mean-square Wave Height at Breaking is given

Go

Verified Semi-Empirical relationship for the Breaker Height Index from Linear Wave Theory

Go

Verified Water Depth Breaking when Breaker Depth Index is given

Go

Verified Wave Height at Incipient Breaking for known Breaker Height Index

Go

Verified Wave Height at Incipient Breaking when Breaker Depth Index is given

Go

Verified Zero-moment Wave Height at Breaking

Go

3 More Breaker Index Calculators

Go

Verified Total Vertical Load when Maximum Intensity in horizontal plane on a Buttress Dam is Given

Go

11 More Buttress Dams Calculators

Go

Verified Fundamental Vibration Mode when Natural frequency of Each Cable is Given

Go

3 More Cable Systems Calculators

Go

Verified Area of Non Prestressed Reinforcement(As) when Tension Force(Ts) is given

Go

Verified Area of Non-prestressing Reinforcement(As) when Average Strain is given

Go

Verified Area of Prestressing steel(Ap) when Tension Force(Tp) is given

Go

Verified Average Strain at the Selected Level when Crack Width is given

Go

Verified Average Strain Under Tension

Go

Verified Center to Center Spacing when Shortest Distance(acr) is given

Go

Verified Compression Force(Tp) for a Prestressed Section

Go

Verified Couple Force of the Cross Section

Go

Verified Crack Width on the Surface of the Section

Go

Verified Depth of Neutral Axis when Couple Force of the Cross Section(C) is given

Go

Verified Depth of the Neutral Axis when Crack Width is given

Go

Verified Diameter of the Longitudinal Bar(db) when Shortest Distance(acr) is given

Go

Verified Distance(a) from the Compression Face to Crack Width when Average Strain is given

Go

Verified Effective Depth of the Longitudinal Reinforcement when Average Strain is given

Go

Verified Effectyive Cover when Shortest Distance(acr) is given

Go

Verified Height of Crack Width at the Soffit(h) when Average Strain is given

Go

Verified Minimum Clear Cover when Crack Width is given

Go

Verified Shortest Distance from the Selected Level on the Surface to aLongitudinal Bar

Go

Verified Strain in the Longitudinal Reinforcement(εs) when Tension Force(Ts) is given

Go

Verified Tension Force(Ts) for a Prestressed Section

Go

Verified Total Depth of the Member when Crack Width is given

Go

Verified Width of the Rectangular Zone(b) when Average Strain is given

Go

Verified Width of the section(b) when Couple Force of the Cross Section(C) is given

Go

1 More Calculations of Deflection and Crack Width Calculators

Go

Verified Shear Force on the Section

Go

2 More Cantilever and Counterfort Retaining Walls Calculators

Go

Verified Discharge when Dynamic Viscosity is Given

Go

Verified Head when Dynamic Viscosity is Given

Go

Verified Head when Kinematic Viscosity is Given

Go

Verified Kinematic Viscosity of flow

Go

14 More Capillary Tube Viscometer Calculators

Go

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

Go

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

Go

3 More Catenary Calculators

Go

Verified Catenary Parameter for UDL on Catenary Parabolic Cable

Go

Verified Maximum Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

Go

Verified UDL when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

Go

3 More Catenary Cable Sag and Distance between Supports Calculators

Go

Verified Distance from Neutral Axis to Face of Concrete when Unit Stress is Given

Go

Verified Moment of Inertia of Transformed Beam Section

Go

Verified Moment of Inertia when Unit Stress in Extreme Fiber of Concrete is Given

Go

Verified Total Bending Moment when Unit Stress in Extreme Fiber of Concrete is Given

Go

Verified Unit Stress in Extreme Fiber of Concrete

Go

8 More Check for Stress in Beams Calculators

Go

Verified Diameter of Section when Depth of flow in most efficient channel for maximum velocity is Given

Go

Verified Diameter of Section when Hydraulic Radius at 0.9D is Given

Go

Verified Hydraulic Radius of most Efficient Channel

Go

Verified Radius of Section when Depth of flows in most efficient channel is Given

Go

Verified Side Slope of Channel Bed when Discharge through Channels is Given

Go

15 More Circular section Calculators

Go

Verified Diameter of Rod when Extension of Circular Tapering Rod for a particular section is Given

Go

Verified Load at the End when Extension of Circular Tapering Rod is Given

Go

Verified Modulus of Elasticity when Extension of Circular Tapering Rod for a particular section is Given

Go

Verified Modulus of Elasticity when Extension of Circular Tapering rod is given

Go

6 More Circular Tapering Rod Calculators

Go

Verified Circulation when Vorticity is Given

Go

2 More Circulation and Vorticity Calculators

Go

Verified Discharge at Infliction when Constant K is Given

Go

Verified Equation for Constant K

Go

Verified Inflow at the Beginning of Time Interval for Routing of the Time-Area Histogram

Go

Verified Outflow at the Beginning of Time Interval for Routing of the Time-Area Histogram

Go

Verified Outflow at the End of Time Interval for Routing of the Time-Area Histogram

Go

Verified Time Interval at Inter-Isochrone Area when Inflow is Given

Go

2 More Clark's Method for IUH Calculators

Go

Verified Difference in Presence at a point due to the Presence of Solitary Wave

Go

Verified Elevation above the Bottom when Pressure under Cnoidal Wave in a Hydrostatic is known Form

Go

Verified Ordinate of the Water Surface when Pressure under Cnoidal Wave in a Hydrostatic is known Form

Go

Verified Particle Velocities when Free Surface Elevation of Solitary Waves is Given

Go

Verified Pressure Difference to Second Approximation by Fenton

Go

Verified Pressure under Cnoidal Wave in a Hydrostatic Form

Go

Verified Wave Height required to produce difference in Pressure on the Seabed

Go

Verified Wave Height when Distance from the Bottom to the Wave Trough and Water Depth is given

Go

Verified Wave Period in terms of Cnoidal Wave Theory

Go

Verified Wavelength when Distance from the Bottom to the Wave Trough and Water Depth is given

Go

7 More Cnoidal Wave Theory Calculators

Go

Verified Clearance when Torque exerted on Outer Cylinder is Given

Go

Verified Dynamic Viscosity when Torque exerted on Outer Cylinder is Given

Go

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

Go

Verified Radius of Outer Cylinder when Velocity Gradient is Given

Go

Verified Torque exerted on Inner Cylinder when Dynamic Viscosity of Fluid is Given

Go

Verified Velocity Gradients

Go

16 More Coaxial Cylinder Viscometers Calculators

Go

Verified Coefficient of Permeability at the Temperature of the Permeameter Experiment

Go

Verified Coefficient of Permeability from analogy of Laminar Flow through a Conduit (Hagen–Poiseuille)

Go

Verified Coefficient of Permeability when Specific or Intrinsic Permeability is Given

Go

Verified Coefficient of Permeability when Standard Value of the Coefficient of Permeability is Given

Go

Verified Cross-Sectional Area when Coefficient of Permeability at Permeameter Experiment is Given

Go

Verified Discharge when Coefficient of Permeability at Permeameter Experiment is Given

Go

Verified Dynamic Viscosity of the Fluid of Laminar Flow through a Conduit (Hagen–Poiseuille flow)

Go

Verified Dynamic Viscosity when Specific or Intrinsic Permeability is Given

Go

Verified Equation for Specific or Intrinsic Permeability

Go

Verified Equivalent Permeability when Transmissivity of the Aquifer is Given

Go

Verified Kinematic Viscosity at 20° Celsius when Standard Value of Coefficient of Permeability is Given

Go

Verified Kinematic Viscosity at t° Celsius when Standard Value of Coefficient of Permeability is Given

Go

Verified Kinematic Viscosity when Dynamic Viscosity is Known

Go

Verified Length when Coefficient of Permeability at Permeameter Experiment is Given

Go

Verified Mean Particle Size of the Porous Medium of Laminar Flow through a Conduit (Hagen–Poiseuille flow)

Go

Verified Specific or Intrinsic Permeability when Coefficient of Permeability is Given

Go

Verified Specific or Intrinsic Permeability when Dynamic Viscosity is Given

Go

Verified Specific or Intrinsic Permeability when Kinematic Viscosity is Given

Go

Verified Standard Value of the Coefficient of Permeability

Go

Verified Unit Weight of the Fluid

Go

Verified Average Area over the Channel Length for known Coefficient of Repletion, or Filling

Go

Verified Coefficient of Repletion, or Filling

Go

Verified Darcy - Weisbach Friction term for known Coefficient of Repletion, or Filling

Go

Verified Entrance Energy Loss Coefficient for known Coefficient of Repletion, or Filling

Go

Verified Exit Energy Loss Coefficient for known Coefficient of Repletion, or Filling

Go

Verified Ocean Tide Amplitude (one-half the ocean tide range) for known Coefficient of Repletion

Go

Verified Surface Area of Bay for known Coefficient of Repletion, or Filling

Go

4 More Coefficient of Repletion or Filling Calculators

Go

Created Allowable Design Strength

Go

Created Basic Design Stress when Flat Width Ratio is between 10 and 25

Go

Created Compressive Stress When Basic Design Stress is restricted to 20000 psi

Go

Created Compressive Stress When Flat Width Ratio is between 10 and 25

Go

Created Depth of Stiffener Lip

Go

Created Elastic Local Buckling Stress

Go

Created Flat Width Ratio for Deflection Determination

Go

Created Flat Width Ratio for Safe Load Determination

Go

Created Flat Width Ratio if Depth of Stiffener Lip is Provided

Go

Created Flat Width Ratio if Plate Slenderness Factor is Given

Go

Created Flat Width Ratio of Stiffened Element when Elastic Local Buckling Stress is Given

Go

Created Flat Width Ratio of Stiffened Element when Moment of Inertia is Established

Go

Created Minimum Allowable Moment of Inertia

Go

Created Nominal Strength if Allowable Design Strength is Given

Go

Created Plate Slenderness Factor

Go

Created Reduction Factor for Cold Form Strength Determination

Go

Verified Eccentricity of Shear

Go

3 More Column Moments Calculators

Go

Created Critical Buckling Stress when Slenderness Parameter is Greater than 1.5

Go

Created Critical Buckling Stress when Slenderness Parameter is Less than 1.5

Go

Created Maximum Load on Axially Loaded Members

Go

Created Slenderness Parameter

Go

Verified Distance from extreme fiber when Moment of Resistance, Moment of Inertia and stress induced is given

Go

Verified Moment of Resistance when Young's Modulus, Moment of Inertia and Radius is given

Go

Verified Radius when Young's Modulus, Moment of Resistance and Moment of Inertia is given

Go

18 More Combined Axial and Bending Loads Calculators

Go

Verified Torsion when Combined Bending and Torsion Condition is given

Go

Verified Torsional stress when combined bending and torsional stress is given

Go

5 More Combined Bending and Torsion Condition Calculators

Go

Created Back Bearing in Whole Circle Bearing System

Go

Created Fore Bearing in Whole Circle Bearing System

Go

Created Included Angle from Two Lines

Go

Created Included Angle when Bearings are Measured in Opposite Side of Common Meridian

Go

Created Included Angle when Bearings are Measured in Same Side of different meridian

Go

Created Magnetic Bearing if True Bearing with East Declination is Given

Go

Created Magnetic Bearing if True Bearing with West Declination is Given

Go

Created Magnetic Declination to East

Go

Created Magnetic Declination to West

Go

Created Magnetic Declination to West for Compass Surveying

Go

Created True Bearing if Declination is in East

Go

Created True Bearing if Declination is in West

Go

Verified Angle when Complementary Induced Shear Stress is Given

Go

5 More Complementary Induced Stress Calculators

Go

Verified Discharge per Unit Width of Aquifer

Go

3 More Compressibility of Aquifers Calculators

Go

Verified 28-Day Concrete Compressive Strength

Go

Verified 28-Day Concrete Compressive Strength when Water Cement Ratio is Given

Go

Verified Water Cement Ratio when 28-Day Concrete Compressive Strength is Given

Go

Verified Youngs modulus of concrete

Go

17 More Compression Calculators

Go

Verified Bed Slope of Channel Section when Discharge is Given

Go

Verified Conveyance when Discharge is Given

Go

Verified Conveyance when Discharge through Manning's Formula is Given

Go

Verified Discharge through Manning's Formula when Conveyance is Given

Go

Verified Discharge when Conveyance is Given

Go

14 More Computation of Uniform Flow Calculators

Go

Verified Concentration of Sludge in Return Line when RAS Pumping Rate from Aeration Tank is Given

Go

Verified Concentration of Sludge in Return Line when Wasting Rate from Return Line is Given

Go

Verified Concentration of Solids in Effluent When Wasting Rate from Return Line is Given

Go

Verified Confidence Interval of the Variate

Go

Verified Equation for Confidence Interval of the Variate

Go

Verified Equation for the Variate 'b' with respect to Frequency Factor

Go

Verified Probable Error

Go

Verified Sample Size when Probable Error is Given

Go

Verified Variate 'b' when Probable Error is Given

Go

2 More Confidence Limits Calculators

Go

Verified Aquifer Thickness when Discharge is Known

Go

Verified Coefficient of Permeability when Discharge is known

Go

Verified Discharge Per Unit Width of the Aquifer

Go

Verified Equation for Head in Confined Groundwater Flow

Go

Verified Length when Discharge per Unit Width of Aquifer is Known

Go

Verified The rate of movement through an aquifer and a confining bed

Go

Verified Velocity Equation of Hydraulics

Go

2 More Confined Groundwater Flow between Water Bodies Calculators

Go

Created Injury Frequency Rate

Go

Created Injury Frequency Rate when Injury Index is Known

Go

Created Injury Index

Go

Created Injury Severity Rate

Go

Created Number of Days Lost when Severity Rate is Given

Go

Created Number of Disabling Injuries when Frequency Rate is Known

Go

Created Number of Man-Hour worked when Frequency Rate is Known

Go

Created Severity Rate when Injury Index is Known

Go

Verified Acceleration due to Gravity when Area for Siphon Throat is given

Go

Verified Area for Siphon Throat

Go

Verified Coefficient of Discharge when Area for Siphon Throat is given

Go

Verified Depth of Flow over Weir when Flow Diversion is given

Go

Verified Discharge when Area for Siphon Throat is given

Go

Verified Flow Diversion for Side Weir

Go

Verified Head when Area for Siphon Throat is given

Go

Verified Length of Weir when Flow Diversion is given

Go

Verified Domestic Passenger Enplanement

Go

Verified Domestic Passenger Enplanement in Location i

Go

Verified Percent Market Share for Airport

Go

Verified Percent Market Share for Region 'j'

Go

Verified Percent Market Share of State 's' of total U.S. Market

Go

Verified Total Scheduled Domestic Passenger Enplanement

Go

Verified Critical Depth for Rectangular Channel

Go

Verified Discharge per unit Width when Critical Depth for Rectangular Channel is Given

Go

14 More Critical Flow And Its Computation Calculators

Go

Created Free Float Used in CPM

Go

Created Independent Float Used in CPM

Go

Created Interfering Float

Go

Created Total Float in CPM

Go

Verified Entrance Loss Coefficient when Head on Entrance measured from Bottom of Culvert is Given

Go

Verified Hydraulic Radius when Velocity of Flow through Mannings Formulas in Culverts is Given

Go

Verified Normal Depth of Flow when Head on Entrance measured from Bottom of Culvert is Given

Go

Verified Velocity of Flow when Head on Entrance measured from Bottom of Culvert is Given

Go

10 More Culverts on Subcritical Slopes Calculators

Go

Created Apex Distance

Go

Created Deflection Angle when Length of Curve is Given

Go

Created Length of Curve

Go

Created Length of Curve if 20m Chord Definition is Used

Go

Created Length of Curve if 30m Chord Definition is Used

Go

Created Long Chord Length

Go

Created Mid Ordinate

Go

Created Radius of Curve when Length is Given

Go

Created Radius of Curve when Long Chord is Given

Go

Created Radius of Curve when Tangent is Given

Go

Created Radius when Apex Distance is Given

Go

Created Tangent Length

Go

Verified Pressure Intensity at a Radial Distance r=0 from Axis is Given

Go

Verified Specific Weight of Liquid when Total Pressure Force on Each End of Cylinder is Given

Go

Verified Total Pressure Force on Each End of Cylinder

Go

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

Go

Verified Length of Conduit after using the Area of Pipe in Discharge

Go

Verified Number of Beds when discharge for Dams on Soft Foundations is Given

Go

Verified Saturation when Total Pressure per unit Area for Dams on Soft Foundations is Given

Go

Verified Specific gravity of water when Neutral stress per unit area for Dams on Soft Foundations is Given

Go

Verified Velocity when Length of Conduit after using the Area of Pipe in Discharge is Given

Go

Verified Void Ratio when Total Pressure per unit Area for Dams on Soft Foundations is Given

Go

18 More Dams on Soft or Porous Foundations Calculators

Go

Verified Density of Fluid when Friction Factor is Given

Go

Verified Diameter of Pipe when Friction Factor is Given

Go

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

Go

Verified Dynamic Viscosity when Friction Factor is Given

Go

Verified Head Loss due to Frictional Resistance

Go

Verified Total Required Power

Go

15 More Darcy – Weisbach Equation Calculators

Go

Verified Diameter of Piston when Rate of Flow is Given

Go

Verified Pressure Gradient when Rate of Flow is Given

Go

Verified Pressure Gradient when Velocity of Flow in Oil Tank is Given

Go

Verified Rate of Flow when velocity of piston is given

Go

Verified Shear Stress resisting the Motion of Piston

Go

Verified Velocity of Flow in Oil Tank

Go

Verified Vertical Upward Force on Piston when Piston Velocity is Given

Go

17 More Dash - Pot Mechanism Calculators

Go

Verified Deflection Due to Prestressing for a doubly Harped Tendon is given

Go

Verified Deflection Due to Prestressing for a Parabolic Tendon

Go

Verified Deflection Due to Prestressing for a Singly Harped Tendon

Go

2 More Deflection Calculators

Go

Verified Water Depth when Velocity in the Dry Bed Curve is given

Go

23 More Density Currents in Harbors Calculators

Go

Verified Average Unit Weight of Deposit

Go

Verified Initial Unit Weight when Average Unit Weight of Deposit is Given

Go

Verified Percentage of Clay when Unit Weight of Deposit is Given

Go

Verified Percentage of Sand when Unit Weight of Deposit is Given

Go

Verified Percentage of Silt when Unit Weight of Deposit is Given

Go

Verified Weighted Value when Average Unit Weight of Deposit is Given

Go

1 More Density of Sediment Deposits Calculators

Go

Verified Component of Velocity in X-Direction when Slope of Streamline is Given

Go

Verified Component of Velocity in Y-Direction when Slope of Streamline is Given

Go

1 More Description of the Flow Pattern Calculators

Go

Verified Water Cementitious Ratio

Go

5 More Design Mix Concrete Calculators

Go

Verified Recirculation Ratio

Go

Verified Sludge Concentration Using Wasting Rate from Return Line when Solid Concentration in Effluent is Low

Go

Verified Aircraft Datum Length when Length of each Wedge-shaped End of Fillet is Given

Go

Verified Distance along the Straight Taxiway Center line when Length of each End of Fillet is Given

Go

Verified Length of Each Wedge-Shaped End of the Fillet

Go

Verified Maximum Deviation permissible without Filleting

Go

Verified Maximum Value of the Deviation of the Main Undercarriage when Radius of the Fillet is Given

Go

Verified Minimum Safety Margin when Maximum Deviation permissible without Filleting is Given

Go

Verified Minimum Safety Margin when Radius of the Fillet is Given

Go

Verified Radius of Taxiway Centerline when Radius of the Fillet is Given

Go

Verified Radius of the Fillet

Go

Verified Taxiway Width when Maximum Deviation permissible without Filleting is Given

Go

Verified Track of Main Undercarriage when Maximum Deviation permissible without Filleting is Given

Go

Verified Track of Main Undercarriage when Radius of the Fillet is Given

Go

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

Go

Verified Cross sectional area of Column Web Stiffeners

Go

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

Go

14 More Design of Stiffeners Calculators

Go

Verified Adjustment related to the latitude of the place when potential evapotranspiration is given

Go

Verified Consumptive use of water for large areas

Go

Verified Equation for a constant depending upon the latitude in net radiation of evaporable water equation

Go

Verified Equation for Blaney-Criddle

Go

Verified Equation for Net Radiation of Evaporable Water

Go

Verified Equation for Parameter Including Wind Velocity and Saturation Deficit

Go

Verified Mean monthly air temperature when potential evapotranspiration is given in Thornthwaite equation

Go

Verified Net Radiation of Evaporable water when Daily Potential Evapotranspiration is Given

Go

Verified Parameter Including Wind Velocity and Saturation Deficit

Go

Verified Penman's Equation

Go

Verified Thornthwaite Formula

Go

Verified Average Rainfall Rate when Stormwater is given

Go

Verified Coefficient of Runoff when Stormwater is given

Go

Verified Drainage Area when Stormwater is given

Go

1 More Determining storm water flow Calculators

Go

Verified Area of Bar when Basic Development Length is Given

Go

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

Go

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

Go

Verified Bar Steel Yield Strength when Basic Development Length is Given

Go

Verified Basic Development Length for Bars and Wire in Tension

Go

Verified Basic Development Length for No 14 Bars

Go

Verified Basic Development Length for No 18 Bars

Go

4 More Development Length Requirements Calculators

Go

Verified Dhruv Narayan Et Al's Equation for Annual Runoff Volume

Go

Verified Dhruv Narayan Et Al's Equation for Annual Sediment Yield Rate from a Catchment Area

Go

Verified Equation for Weighted Value of Sand, Silt and Clay

Go

Verified Annual Precipitation when Antecedent Precipitation is Given in Electromagnetic Method

Go

5 More Dilution Technique of Streamflow Measurements Calculators

Go

Verified Scale Factor for Acceleration

Go

Verified Scale Factor for Density of Fluid when Scale Factor for Inertia Forces is given

Go

Verified Scale Factor for Inertia Forces

Go

Verified Scale Factor for Length when Scale Factor for Inertia Forces is given

Go

Verified Scale Factor for Length when Scale Factor for the Time is known

Go

Verified Scale Factor for the Time

Go

Verified Scale Factor for Velocity when Scale Factor for Acceleration is known

Go

Verified Scale Factor for Velocity when Scale Factor for Inertia Forces is given

Go

7 More Dimensionless Ratios and Scaling Laws Calculators

Go

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

Go

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

Go

Verified Discharge Over the Weir(Q)

Go

5 More Discharge Calculators

Go

Verified Acceleration due to Gravity when Inlet Capacity for Flow Depth more than 1ft 5in is given

Go

Verified Area of Opening when Inlet Capacity for Flow Depth more than 1ft 5in is given

Go

Verified Depth of Flow at Inlet When Inlet Capacity for Flow Depth up to 4.8in is Given

Go

Verified Depth of Flow when Inlet Capacity for Flow Depth more than 1ft 5in is given

Go

Verified Inlet Capacity for Flow Depth more than 1ft 5in

Go

6 More Disposing of storm water Calculators

Go

Verified Drawdown across one log cycle from distance-drawdown graphs when transmissivity is given

Go

Verified Drawdown across One Log Cycle when Transmissivity is Given for Inconsistent Units

Go

Verified Pumping rate from distance-drawdown graphs when transmissivity is given

Go

Verified Pumping rate when transmissivity is given for inconsistent units from distance-drawdown graphs

Go

Verified Storage coefficient for inconsistent units from distance-drawdown graphs

Go

Verified Storage Coefficient from Distance-Drawdown Graphs

Go

Verified Time at which the drawdowns were measured when storage coefficient is given

Go

Verified Transmissivity for inconsistent units from distance-drawdown graphs

Go

Verified Transmissivity from Distance-Drawdown Graphs

Go

Verified Transmissivity when storage coefficient from distance-drawdown graphs is given

Go

Created Force Acting on compressive steel

Go

Created Force Acting on tensile steel

Go

Created Linear variation of stress and strain with distance

Go

Verified Moment Resistance in Compression

Go

Created Moment Resistance of Tensile Steel when Area is Given

Go

Created Moment Resistance of Tensile Steel when Force is Given

Go

Verified Moment Resisting Capacity of Compressive Steel when Stress and Area are Given

Go

Verified Moment Resisting Capacity of Concrete

Go

Created Stress in Compressive Steel

Go

Verified Stress in Extreme Compression Surface when Moment Resistance is Given

Go

Created Stress in Tensile Steel to Stress in Extreme Compression Surface Ratio

Go

Created Stress in Tensile Steel when Bending Moment is Given

Go

Created Total Compression on concrete

Go

Created Total compressive force on beam cross section

Go

Created Value of k in Design Reviewing

Go

3 More Doubly Reinforced Rectangular Sections Calculators

Go

Verified Bending Moment when Cross-Sectional Area of Compressive Reinforcing is Given

Go

Verified Cross-Sectional Area of Compressive Reinforcing

Go

2 More Doubly Reinforced Rectangular Sections Calculators

Go

Created Bending moment capacity of rectangular beam

Go

Created Depth of equivalent rectangular compressive stress distribution

Go

Verified Cross section area of the column when Critical Buckling Load is given

Go

Verified Flow Velocity when Reynolds Number in a shorter length of pipe is given

Go

Verified Kinematic viscosity of the Fluid when Reynolds Number in a shorter length of pipe is given

Go

Verified Pipe Diamter when Reynolds Number in a shorter length of pipe is given

Go

Verified Reynolds Number in a shorter length of pipe

Go

3 More Drill String Buckling Calculators

Go

Verified Angular Velocity when Coriolis Acceleration is given

Go

Verified Angular Velocity when Pressure Gradient Normal to the Current is given

Go

Verified Current Velocity when Coriolis Acceleration is given

Go

Verified Current Velocity when Pressure Gradient Normal to the Current is given

Go

Verified Current Velocity when Radius of Curvature is known

Go

Verified Latitude when Coriolis Acceleration is given

Go

Verified Latitude when Pressure Gradient Normal to the Current is given

Go

Verified Pressure Gradient Normal to the Current

Go

Verified Radius of Curvature when Current Velocity is known

Go

Verified The Coriolis Acceleration

Go

Verified The Molitor-Stevenson equation for the height of waves for fetch more than 20 miles

Go

Verified Velocity when wave heights between 1 and 7 feet

Go

23 More Earth Dam Calculators

Go

Verified Angle between the Wind and Current Direction

Go

Verified Angular Velocity of Earth for known Depth of Frictional Influence by Eckman

Go

Verified Depth over which the Turbulent Eddy Viscosity is important / Depth of Frictional Influence by Eckman

Go

Verified Depth when Angle between the Wind and Current Direction is given

Go

Verified Depth when Volume Flow rate per unit of Ocean Width is known

Go

Verified Latitude when Depth of Frictional Influence by Eckman is given

Go

Verified Velocity at the Surface when Velocity Component along a horizontal x axis is given

Go

Verified Velocity at the Surface when Velocity Component along a horizontal y axis is given

Go

Verified Velocity Component along a horizontal x axis

Go

Verified Velocity Component along a horizontal y axis

Go

Verified Vertical Coordinate from Ocean Surface when Angle between Wind and Current Direction is given

Go

Verified Vertical Eddy Viscosity Coefficient for known Depth of Frictional Influence by Eckman

Go

Verified Volume Flow Rates per unit of Ocean Width

Go

2 More Eckman Wind Drift Calculators

Go

Created Contribution Per Unit

Go

Created Fixed Cost

Go

Created Profit

Go

Created Selling Price

Go

Created Total Cost

Go

Created Total Cost when Profit is Known

Go

Created Total Revenue

Go

Created Total Variable Cost

Go

Created Volume of Output

Go

Created Barometric Pressure in Essen and Froome Formula for Group Refractive Index

Go

Created Barometric Pressure in I. U. C. G Formula for Refractive Index

Go

Created Barometric Pressure when Group Refractive Index is Given

Go

Created Barometric Pressure when Partial Pressure of Water Vapour in I. U. C. G Formula is Given

Go

Created Corrected Slope Distance for Refractive Index

Go

Created Essen and Froome Formula for Group Refractive Index

Go

Created Group Refractive Index at Standard Conditions

Go

Created Group Refractive Index when the Temperature and Humidity are different from Standard Values

Go

Created I. U. C. G Formula for Refractive Index

Go

Created Overall Standard Error

Go

Created Partial Pressure of Water Vapour in I. U. C. G Formula for Refractive Index

Go

Created Partial Pressure of Water Vapour when Refractive Index is Given

Go

Created Partial Pressure of Water Vapour when Temperature Effects are Considered

Go

Created Temperature Difference when Partial Pressure is Given

Go

Created Wave Velocity in a Medium

Go

Created Wave Velocity in Vacuum

Go

Created Reduced Distance

Go

Created Spheroidal Distance

Go

Created Spheroidal Distance for Geodimeters

Go

Created Spheroidal Distance for Tellurometers

Go

Verified King’s Dimensionless Variable

Go

Verified Ocean Tide Amplitude for known King’s Dimensionless Variable

Go

Verified River or Freshwater Inflow to a Bay for known King’s Dimensionless Variable

Go

Verified Surface Area of a Bay or basin for known King’s Dimensionless Variable

Go

Verified Tidal Period for known King’s Dimensionless Variable

Go

Verified Efficiency of First Filter Stage

Go

Verified Efficiency of First Filter Stage using Efficiency of Second Filter Stage

Go

Verified Efficiency of First Filter Stage when Overall Efficiency is given

Go

Verified Efficiency of First Filter when BOD Loading for Second Filter is Given

Go

Verified Efficiency of Second Filter Stage

Go

Verified Efficiency of Second Filter Stage when Overall Efficiency is given

Go

Verified Overall Efficiency of Two Stage Trickling Filter

Go

Verified Overall Efficiency when Efficiency of First and Second Filter Stage is Given

Go

Verified Effluent Flow Rate when Wasting Rate from Return Line is Given

Go

Verified Effluent Substrate Concentration when Net Waste Activated Sludge is given

Go

Verified Effluent Substrate Concentration when the Volume of the Reactor is given

Go

Verified Effluent Substrate Concentration when Theoretical Oxygen Requirement is given

Go

Verified Elastic Modulus of Rock when Rotation Due to Shear on a Arch Dam is Given

Go

Verified Elastic Modulus of Rock when Rotation Due to Twist on a Arch Dam is Given

Go

4 More Elastic Modulus of Rock Calculators

Go

Created Distance Measured

Go

Created Time to Complete the Path when Distance is Given

Go

Created Velocity in the Medium when Distance is Given

Go

Verified Elongation of Tapering Bar due to Self Weight when Cross-sectional area is Given

Go

Verified Elongation of Tapering Rod due to Self Weight

Go

Verified Modulus of Elasticity of Bar when Elongation due to Self Weight in Uniform Bar is Given

Go

Verified Stress when Elongation due to Self Weight in Uniform Bar is Given

Go

Verified Weight of Bar when Elongation due to Self Weight in Uniform Bar is Given

Go

9 More Elongation of Tapering Bar due to Self Weight Calculators

Go

Verified Endogenous Decay Coefficient when Observed Cell Yield is given

Go

Verified Endogenous Decay Constant when the Volume of the Reactor is given

Go

Verified Stable Wave Height

Go

12 More Energy Flux Method Calculators

Go

Verified Entrance Loss Coefficient when Velocity of Flow Fields is Given

Go

Verified Head Loss in the Flow

Go

Verified Hydraulic Radius of Culvert when Velocity of Flow Fields is Given

Go

Verified Velocity of Flow Fields

Go

2 More Entrance and Exit Submerged Calculators

Go

Verified Coefficient of Drag for Winds Influenced by Stability Effects

Go

Verified Coefficient of Drag for winds influenced by Stability Effects in terms of Von Kármán constant

Go

Verified Friction Velocity for known Height of Boundary layer in non-equatorial regions

Go

Verified Friction Velocity of Wind in Neutral Stratification as a function of Geostrophic Wind Speed

Go

Verified Geostrophic Wind Speed

Go

Verified Geostrophic Wind Speed when Friction Velocity in Neutral Stratification is known

Go

Verified Gradient of Atmospheric Pressure Orthogonal to Isobars

Go

Verified Gradient of Atmospheric Pressure Orthogonal to Isobars for known Gradient Wind Speed

Go

Verified Height of Boundary layer in Non-equatorial Regions

Go

Verified Wind Speed at Height z above the Surface in the form of near-surface Wind Profile

Go

14 More Estimating Marine and Coastal Winds Calculators

Go

Verified Baird and McIllwraith formula for maximum flood discharge

Go

Verified Catchment area when maximum flood discharge is known in Dickens formula

Go

Verified Catchment area when maximum flood discharge is known in Ryve’s formula

Go

Verified Fuller's formula for Maximum Flood Discharge

Go

Verified Jarvis formula for Peak Discharge

Go

Verified Kirpich Equation

Go

Verified Ryves Formula

Go

1 More Estimation of Flood Calculators

Go

Verified Actual Evapotranspiration

Go

Verified Actual Evapotranspiration when Aridity Index is Given

Go

Verified Aridity Index

Go

Verified Change in Moisture Storage

Go

Verified Precipitation when Change in Moisture Storage is Given

Go

Verified Runoff when Change in Moisture Storage is Given

Go

Verified Subsurface Outflow when Change in Moisture Storage is Given

Go

Verified Depth when the Neutral Axis Lies in the Flange

Go

Verified Distance when the Neutral Axis Lies in the Flange

Go

Verified Equivalent Rectangular Compressive Stress Distribution Depth

Go

Verified Maximum Ultimate Moment when Neutral Axis Lies in Web

Go

Verified ω when the Neutral Axis Lies in the Flange

Go

Verified Clear span in direction moments when total static design moment is given

Go

Verified Concrete Column Elasticity Modulus when Flexural Stiffness is Given

Go

Verified Moment of Inertia about Centroidal Axis when Flexural Stiffness is Given

Go

Verified Strip width when total static design moment is given

Go

Verified Total static design moment in a strip

Go

Verified Uniform design load per unit of slab area when total static design moment is given

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Verified Mass of Fluid Striking the Plate

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Verified Work Done by the Jet per Second

Go

4 More Flat Plate Inclined at an Angle to the Jet Calculators

Go

Verified Efficiency of the Wheel

Go

16 More Flat Plate Normal to the Jet Calculators

Go

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

Go

Verified Mass of the Fluid Striking the Plate

Go

Verified Specific Gravity when Mass of the Fluid is given

Go

Verified Specific Weight when Mass of the Fluid is given

Go

Verified Velocity when Mass of the Fluid is given

Go

5 More Flat Plate Normal to the Jet Calculators

Go

Verified Flexural Rigidity when Deflection Due to Prestressing for a doubly Harped Tendon is given

Go

Verified Flexural Rigidity when Deflection Due to Prestressing for a Parabolic Tendon is given

Go

Verified Flexural Rigidity when Deflection Due to Prestressing for a Singly Harped Tendon is given

Go

Verified Average Inflow denoting the beginning and end of Time Interval

Go

Verified Average Inflow when Change in Storage is Given

Go

Verified Average Outflow denoting the beginning and end of Time Interval

Go

Verified Average Outflow in Time when Change in Storage is Given

Go

Verified Change in Storage

Go

Verified Change in Storage denoting the beginning and end of Time Interval

Go

Verified Inflow at the Beginning of Time Interval when Average Inflow is Given

Go

Verified Inflow at the End of Time Interval when Average Inflow is Given

Go

Verified Outflow at the Beginning of Time Interval when Average Inflow is Given

Go

Verified Outflow at the End of Time Interval when Average Inflow is Given

Go

Verified Outflow Rate when Rate of Change of Storage is Given

Go

Verified Storage at the beginning of Time Interval

Go

Verified Storage at the end of Time Interval

Go

Verified Storage at the End of Time Interval of the Reservoir

Go

Verified Storage at the the Beginning of Time Interval

Go

3 More Flood Routing Calculators

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Verified Discharge when Most economical pipe diameter for a distribution system is Given

Go

7 More Flow Over Notches and Weirs Calculators

Go

Verified Area when Water Flow Equation is given

Go

7 More Flow velocity in straight sewers Calculators

Go

Verified Number of Data Points when Percentage Probability of the Flow Magnitude is Given

Go

Verified Order Number of the Discharge when Percentage Probability of the Flow Magnitude is Given

Go

Verified Percentage Probability of the Flow Magnitude

Go

Verified Horizontal Fluid Particle Displacements

Go

Verified Particle Velocity when Change in Pressure is known

Go

Verified Phase Angle when Horizontal Fluid Particle Displacements is Given

Go

Verified Phase Angle when Vertical Fluid Particle Displacements is Given

Go

Verified Simplified Horizontal Fluid Particle Displacements

Go

Verified Simplified Vertical Fluid Particle Displacements

Go

Verified Vertical Fluid Particle Displacements

Go

Verified Wave Height when Particle Velocity is known

Go

Verified Channel Depth when Vessel Blockage Ratio is given

Go

Verified Channel Width when Vessel Blockage Ratio is given

Go

Verified Continuity and energy equations in terms of Froude number F, Drawdown D, and Vessel blockage ratio S

Go

Verified Individual Wave Celerities created by a moving Vessel

Go

Verified Return Flow Velocity

Go

Verified Vessel Blockage Ratio

Go

Verified Vessel Speed when Individual wave celerities created by a moving vessel is known

Go

Verified Vessel Speed when Return Flow Velocity is given

Go

Verified Vessel’s midsection wetted cross-sectional area when Return Flow Velocity is given

Go

Verified Vessel’s midsection wetted cross-sectional area when Vessel Blockage Ratio is given

Go

8 More Flushing/Circulation Processes and Vessel Interactions Calculators

Go

Verified Tensile Bending Stress at Bottom when Footing is Deep

Go

2 More Footing Calculators

Go

Verified Length of a Basin for Open Rectangular Basin

Go

Verified Natural free Oscillating Period of a Basin for Open Rectangular Basin

Go

Verified Number of nodes along the axis of a Basin for Open Rectangular Basin

Go

Verified Water Depth for a Open Rectangular Basin

Go

Verified Gravity Force when Sum of Total Forces Influencing Motion of Fluid is Given

Go

8 More Forces Acting on Fluid in Motion Calculators

Go

Verified Angular Speed of Earth when Coriolis Frequency is Given

Go

Verified Coriolis Frequency

Go

Verified Coriolis Frequency when Horizontal Component of Coriolis Acceleration is Given

Go

Verified Drag Coefficient

Go

Verified Drag Coefficient when Wind Stress is Given

Go

Verified Horizontal Component of Coriolis Acceleration when Coriolis Frequency is Given

Go

Verified Horizontal Speed Across Earth’s Surface when Coriolis Frequency is Given

Go

Verified Horizontal Speed Across Earth’s Surface when Horizontal Component of Coriolis Acceleration is Given

Go

Verified Latitude when Coriolis Frequency is Given

Go

Verified Latitude when Magnitude of the Horizontal Component of Coriolis Acceleration is Given

Go

Verified Magnitude of the Horizontal Component of Coriolis Acceleration

Go

Verified Wind Speed at a Height 10 m when Drag Coefficient is Given

Go

Verified Wind Speed at a Height 10 m when Wind Stress is Given

Go

Verified Wind Stress

Go

Verified Vessel Draft when Form Drag of a Vessel is known

Go

6 More Form Drag Calculators

Go

Verified Natural Free Oscillation Period for Open Basin

Go

Verified Natural Free Oscillation Period when Average Horizontal Velocity at a Node is given

Go

Verified Natural Free Oscillation period when Maximum Horizontal Particle Excursion at a Node is given

Go

Verified Water Depth when Natural Free Oscillation Period is Given

Go

3 More Free Oscillation Period Calculators

Go

Verified Friction Factor

Go

Verified Friction Factor when Reynolds Number is Given

Go

Verified Friction Factor when Shear Stress is Given

Go

Verified Friction Factor when Shear Velocity is Given

Go

2 More Friction Factor Calculators

Go

Created Compressive stress due to External Moment

Go

Created Cross Sectional Area when Compressive Stress is Given

Go

Created Distance from Center of Gravity of Section to Center of gravity of Strands When Stress is Known

Go

Created External Moment with a Known Compressive Stress

Go

Created Length of Span when Uniform Load is Known

Go

Created Moment of Inertia when Compressive Stress is Determined

Go

Created Moment Produced due to Prestress

Go

Created Prestressing Force when Compressive Stress is Given

Go

Created Prestressing force When Uniform Load is Known

Go

Created Resulting Stress due to Moment and Prestressing Force

Go

Created Resulting Stress due to Moment, Prestress and Eccentric Strands

Go

Created Sag of Parabola When Uniform Load is Known

Go

Created Stress due to Prestress Moment

Go

Created Unbalanced Load when Load Balancing Method is Used

Go

Created Uniform Compressive Stress due to Prestress

Go

Created Upward Uniform Load using Load Balancing Method

Go

Verified Air Trips between i and j

Go

Verified Country Pair Relation Index when Air Traffic between Stations i and j is Given

Go

Verified Distance between Cities i and j when Volume of Air Passenger Traffic between the Cities is Given

Go

Verified Factor to adjust for Quantum Effects when Air Trips between i and j is Given

Go

Verified Mode-Specific Econometric Model for Air Traffic between Stations i and j

Go

Verified Population at i when Air Trips between i and j is Given

Go

Verified Population of City i when Volume of Air Passenger Traffic between City i and City j

Go

Verified Population of City j when Volume of Air Passenger Traffic between City i and City j

Go

Verified Respective portions of the City j Populations with respect to Income

Go

Verified Respective portions of the Population at City i with respect to Income

Go

Verified Time in Years when Air Trips between i and j is Given

Go

Verified Volume of Air Passenger Traffic between City i and City j

Go

3 More Generation-Distribution Models Calculators

Go

Verified Hydraulic Depths

Go

Verified Wetted Area when Hydraulic Mean Depth is Given

Go

4 More Geometrical Properties of Channel Section Calculators

Go

Created Allowable Bending Stress in Compression Flange

Go

Created Allowable Shear Stress with Tension Field Action

Go

Created Allowable Shear Stress without Tension Field Action

Go

Created Area of Flange When Plate Girder Stress Reduction Factor is Given

Go

Created Area of Web When Plate Girder Stress Reduction Factor is Given

Go

Created Depth to Thickness Ratio of Girder With Transverse Stiffeners

Go

Created Hybrid Girder Factor

Go

Created Maximum depth to thickness Ratio for Unstiffened Web

Go

Created Plate Girder Stress Reduction Factor

Go

Verified Inflow at the Beginning of Time Interval

Go

Verified Inflow at the End of Time Interval

Go

Verified Outflow at the Beginning of Time Interval

Go

Verified Outflow at the End of Time Interval

Go

Verified Water Surface Elevation at (i+1)th step in Standard Fourth-Order Runge-Kutta Method

Go

Verified Water Surface Elevation at i'th step in Standard Fourth-Order Runge-Kutta Method

Go

Verified Height for a Parabolic Shape Camber

Go

11 More Gradients Calculators

Go

Verified Total Vertical Force when Vertical Normal Stress at downstream face is Given

Go

Verified Total Vertical Force when Vertical Normal Stress at upstream face is Given

Go

7 More Gravity Dams Calculators

Go

Verified Pressure P1 when Resultant is at Middle Third Edge

Go

6 More Gravity Retaining Wall Calculators

Go

Verified Kinematic Viscosity of Water when Reynolds Number of Value Unity is Given

Go

Verified Representative Particle Size when Reynolds Number of Value Unity is Given

Go

5 More Groundwater Hydrology Calculators

Go

Verified Base flow when Possible Recharge is Given

Go

Verified Catchment Area when Recharge is Given

Go

Verified Equation for Base Flow into the Stream from the Area

Go

Verified Equation for Catchment Area when Specific Yield is Given

Go

Verified Equation for Gross Recharge due to Rainfall and other Sources

Go

Verified Equation for Gross Water Draft

Go

Verified Equation for Net Ground Water Flow into the Area across the Boundary

Go

Verified Equation for Recharge from Irrigation in a Area

Go

Verified Equation for Recharge from Rainfall

Go

Verified Equation for Recharge from Tanks and Ponds

Go

Verified Equation for Recharge from the Stream into the Ground water Body

Go

Verified Equation for Recharge from Water Conservation Structures

Go

Verified Equation for Recharge when Specific Yield is Given

Go

Verified Equation for Specific Yield

Go

Verified Equation for Water Level Fluctuation

Go

Verified Gross Water Draft when Recharge is Given

Go

Verified Net Ground Water Flow when Possible Recharge is Given

Go

Verified Possible Recharge when Gross Recharge due to Rainfall is Given

Go

Verified Possible Recharge when other Recharge factors are established

Go

Verified Recharge from the Stream into the Ground water Body when Possible Recharge is Given

Go

Verified Specific Yield when Recharge is Given

Go

Verified Water Level Fluctuation when Possible Recharge is Given

Go

1 More Groundwater Level Fluctuation and Specific Yield Method Calculators

Go

Verified Frequency Factor as applicable to an Infinite Sample Size

Go

Verified Frequency Factor in Gumbel's Equation for Practical Use

Go

Verified Frequency Factor when Variate 'x' with respect to Return Period is Given

Go

Verified General Equation of Hydrologic Frequency Analysis

Go

Verified Gumbel's Variate 'x' with Recurrence Interval for Practical Use

Go

Verified Mean of the Variate in Flood Frequency Studies

Go

Verified Mean Variate when Variate 'x' with Recurrence Interval for Practical Use is Given

Go

Verified Reduced Mean when Frequency Factor is Given

Go

Verified Reduced Standard Deviation when Variate is Given

Go

Verified Reduced Variate when Frequency Factor is Given

Go

Verified Reduced Variate with respect to Return Period

Go

Verified Reduced Variate with respect to Return Period when Frequency Factor is Given

Go

Verified Reduced Variate 'Y' for a Given Return Period

Go

Verified Reduced Variate 'Y' in Gumbel's Method

Go

Verified Diameter of Pipe when Head Loss over the Length of Pipe is Given

Go

Verified Discharge when Pressure Drop over the Length of Pipe is Given

Go

Verified Length of Pipe when Head Loss over the Length of Pipe with Discharge is Given

Go

Verified Length of Pipe when Pressure Drop over the Length of Pipe with Discharge is Given

Go

Verified Pressure Drop over the Length of Pipe when Discharge is Given

Go

16 More Hagen–Poiseuille Equation Calculators

Go

Verified Coefficient for Wave Transmission by Flow over the Structure

Go

Verified Coefficient for Wave Transmission through the Structure for known Combined Transmission Coefficient

Go

Verified Combined Wave Transmission Coefficient

Go

Verified Dimensionless Coefficient in the Seelig equation for the Wave Transmission Coefficient

Go

Verified Dimensionless Coefficient in the Seelig equation in Wave Transmission Coefficient

Go

Verified Freeboard for the given Wave Transmission Coefficient

Go

Verified Horizontal Ordinate when Water Surface Amplitude is known

Go

Verified Incident Wave Height for known Surf Similarity Number or Iribarren Number

Go

Verified Incident Wave Height when Water Surface Amplitude is known

Go

Verified Incident Wave Length when Water Surface Amplitude is known

Go

Verified Reflected Wave Period when Water Surface Amplitude is known

Go

Verified Structure Crest Elevation for known Dimensionless Coefficient in the Seelig Equation

Go

Verified Structure Crest Width for known Dimensionless coefficient in the Seelig equation

Go

Verified Surf Similarity Number or Iribarren Number

Go

Verified Time Elapsed when Water Surface Amplitude is known

Go

Verified Water Surface Amplitude

Go

Verified Wave Runup above the Mean Water Level for the given Wave Transmission Coefficient

Go

Verified Wave Transmission Coefficient

Go

Verified Average Horizontal Velocity at a Node

Go

Verified Maximum Horizontal Particle Excursion at a Node

Go

Verified Maximum Horizontal Velocity at a Node

Go

Verified Standing Wave Height when Average Horizontal Velocity at a Node is given

Go

Verified Standing Wave Height when Maximum Horizontal Particle Excursion at a Node is given

Go

Verified Standing Wave Height when Maximum Horizontal Velocity at a Node is given

Go

Verified Water Depth for given Period for the fundamental mode (n = 0)

Go

Verified Water Depth when Average Horizontal Velocity at a Node is given

Go

Verified Water Depth when Maximum Horizontal Particle Excursion at a Node is given

Go

Verified Water Depth when Maximum Horizontal Velocity at a Node is given

Go

Verified Wave Length when Average Horizontal Velocity at a Node is given

Go

12 More Harbor Oscillations Calculators

Go

Verified Form Number

Go

Verified Lunar-Solar Constituent when Form Number is Given

Go

Verified Principal Lunar Diurnal Constituent when Form Number is Given

Go

Verified Principal Lunar Semi-Diurnal Constituent when Form Number is Given

Go

Verified Principal Solar Semi-Diurnal Constituent when Form Number is Given

Go

Verified Radian Frequencies for the Prediction of Tides

Go

Verified Time Period of the nth Contribution of Tide Prediction when Radian Frequencies is Given

Go

Verified Hoop Stress due to temperature fall when strain is Given

Go

5 More Hoop Stress due to Temperature Fall Calculators

Go

Verified Major (Horizontal) Semi-axis for Deepwater Condition

Go

Verified Minor (Vertical) Semi-axis for Deepwater Condition

Go

Verified Minor (Vertical) Semi-axis for Shallow water Condition

Go

Verified Sea Bed when Minor (Vertical) Semi-axis for Shallow water Condition is known

Go

Verified Water Depth when Minor (Vertical) Semi-axis for Shallow water Condition is known

Go

Verified Wave Height when Major (Horizontal) Semi-axis for Deepwater Condition is known

Go

Verified Wave Height when Minor (Vertical) Semi-axis for Deepwater Condition is known

Go

Verified Wave Height when Minor (Vertical) Semi-axis for Shallow water Condition is Given

Go

Verified Wavelength when Major (Horizontal) Semi-axis for Shallow water Condition is Given

Go

3 More Horizontal and Vertical Semi-axis of ellipse Calculators

Go

Verified Centrifugal Ratio on road without super elevation

Go

Verified Height of vehicle centroid when Impact Factor on road for equilibrium is Given

Go

19 More Horizontal Curves Calculators

Go

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

Go

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

Go

7 More Hydraulic Head Calculators

Go

Verified Conjugate Depth y1 when Discharge per unit width of channel is Given

Go

Verified Conjugate Depth y2 when Discharge per unit width of channel is Given

Go

Verified Conjugate Depth y2 when Froude Number Fr1 is Given

Go

8 More Hydraulic Jump in Rectangular Channel Calculators

Go

Verified Hydraulic Retention Time When F:M Ratio is Given

Go

2 More Hydraulic Retention Time Calculators

Go

Verified Efficiency of turbine and generator when Power obtained from water flow in Kilowatt is Given

Go

Verified Flow rate when Power in horsepower when unit weight of water is not Given

Go

Verified Power obtained from water flow in horsepower

Go

Verified Power obtained from water flow in Kilowatt when unit weight of water is not Given

Go

16 More Hydroelectric Power Generation Calculators

Go

Verified Discharge at t=0

Go

Verified Discharge at t=0 in an alternative form of Exponential Decay

Go

Verified Discharge in Alternative form of Exponential Decay

Go

Verified Discharge when Recession Constant is Known

Go

Verified Discharge when Storage is Given

Go

Verified Drainage Area when Time Interval from peak in straight line method of baseflow separation is given

Go

Verified Recession Constant for Base Flow

Go

Verified Recession Constant for Interflow

Go

Verified Recession Constant for Surface Storage

Go

Verified Storage Remaining at any Time

Go

Verified The Recession Constant

Go

Verified Time Interval from the peak in straight line method of baseflow separation

Go

Verified Change in Storage in Muskingum Method of Routing

Go

Verified Equation for Linear Storage

Go

Verified Muskingum Equation

Go

Verified Muskingum Routing Equation

Go

Verified Outflow at the Beginning of Time Interval in Muskingum Continuity Equation

Go

Verified Outflow when Linear Storage is Given

Go

Verified Storage in the Beginning of Time Interval

Go

Verified Storage in the Beginning of Time Interval in Continuity equation for the Reach

Go

Verified Storage in the End of Time Interval in Continuity equation for the Reach

Go

Verified Storage in the End of Time Interval in Muskingum Method of Routing

Go

Verified Coefficient of Discharge when Outflow is Given

Go

Verified Effective Length of the Spillway Crest when Outflow is Given

Go

Verified Head over the Spillway when Outflow is Given

Go

Verified Outflow in Spillway

Go

Verified Storage at the beginning of time interval in modified Pul's Method

Go

Verified Storage at the end of time interval in modified Pul's method

Go

Verified Effluent BOD when overall efficiency of two-stage trickling filter is given

Go

Verified Influent BOD when BOD Loading for First Stage Filter is given

Go

Verified Influent BOD when Overall Efficiency of Two-stage Trickling Filter is given

Go

Verified Influent Substrate Concentration When Net Waste Activated Sludge is Given

Go

Verified Influent Substrate Concentration when the Volume of the Reactor is given

Go

Verified Influent Substrate Concentration when Theoretical Oxygen Requirement is given

Go

2 More Influent Substrate Concentration Calculators

Go

Verified Equation for Runoff for Deccan Plateau

Go

Verified Equation for Runoff for Ghat Regions of Western India

Go

Verified Precipitation when Runoff is Given for Ghat Regions of Western India

Go

Verified Inglis Formula for areas between 160 to 1000 km^2

Go

Verified Inglis Formula for Larger Areas

Go

Verified Inglis Formula for Small Areas

Go

Verified Average Area over a Channel Length for known King’s Dimensionless Velocity

Go

Verified Average Area Over the Channel Length for flow through the Inlet into the Bay

Go

Verified Average Velocity in Channel for flow through Inlet into the Bay

Go

Verified Bay Tide Amplitude for known Tidal Prism Filling the Bay

Go

Verified Inlet Length when Tidal Period is given

Go

Verified Maximum Cross-Sectionally averaged Velocity during a Tidal Cycle

Go

Verified Ocean Tide Amplitude for known King’s Dimensionless Velocity

Go

Verified Surface Area of Bay for flow through the Inlet into the Bay

Go

Verified Surface Area of Bay for known King’s dimensionless Velocity

Go

Verified Tidal Period for known King’s Dimensionless Velocity

Go

10 More Inlet Currents and Tidal Elevations Calculators

Go

Verified Average Trip Length when Passenger Enplanements is Given

Go

Verified Passenger Enplanements

Go

Verified Revenue Passenger Miles when Passenger Enplanements is Given

Go

7 More Integrated Demand Forecast Framework Calculators

Go

Verified Energy Slope through Manning's Formula

Go

11 More Integration of the Varied Flow Equation Calculators

Go

Verified Duration of rainfall when interception loss is given

Go

Verified Evaporation rate when interception Loss is given

Go

Verified Interception Loss

Go

Verified Interception storage when interception loss is given

Go

Verified Ratio of Vegetal Surface Area to its Projected Area when Interception Loss is Given

Go

Verified Deepwater Wave Height for known Maximum Runup

Go

15 More Irregular Waves Calculators

Go

Verified Efficiency of Propulsion

Go

Verified Efficiency of Propulsion when Head Loss Due to Friction is Given

Go

20 More Jet Propulsion of Ships Calculators

Go

Verified Annual Sediment Yield Rate

Go

Verified Catchment Area when Annual Sediment Yield Rate is Given

Go

Verified Catchment Area when Volume of Sediment Yield per Year from a Catchment Area is Given

Go

Verified Volume of Sediment Yield per Year from a Catchment Area

Go

Verified Area of the Catchment when Volume of Sediment Yield per year from the Catchment is Given

Go

Verified Catchment Area when Annual Sediment Yield Rate on Volume basis is Given

Go

Verified Volume of Sediment Yield per year from the Catchment

Go

1 More Khoslas's Equation Calculators

Go

Verified Mean Monthly Temperature of the Catchment when Monthly Losses is Given

Go

Verified Monthly Losses when Mean Monthly Temperature of the Catchment is Given

Go

Verified Monthly Losses when Monthly Runoff is Given

Go

Verified Monthly Precipitation when Monthly Runoff is Given

Go

Verified Monthly Runoff

Go

Verified Runoff when Precipitation is Given

Go

Verified Kinetic Energy due to Particle Motion

Go

Verified Wave Height when Kinetic Energy due to Particle Motion is Given

Go

Verified Wave Length when Kinetic Energy due to Particle Motion is Given

Go

Verified Average Area Over the Channel Length for known King’s Inlet Friction Coefficient

Go

Verified Inlet Impedance for known King’s Inlet Friction Coefficient

Go

Verified King’s Dimensionless Velocity

Go

Verified King’s Inlet Friction Coefficient

Go

Verified Ocean Tide Amplitude for known King’s Inlet Friction Coefficient

Go

Verified Surface Area of a Bay or Basin for known King’s Inlet Friction Coefficient

Go

6 More King’s Inlet Friction Coefficient Calculators

Go

Verified Kirpich Adjustment Factor

Go

Verified Maximum Length of Travel of Water

Go

Verified Return Period when Rainfall Intensity is Given

Go

Verified Slope of the Catchment when Time of Concentration is Given

Go

Verified Time of Concentration from Kirpich Adjustment Factor

Go

Verified Diameter of Sphere when Resistance Force on Spherical Surface is Given

Go

Verified Dynamic Viscosity of fluid when Resistance Force on Spherical Surface is Given

Go

Verified Resistance Force on Spherical Surface when Specific weights are Given

Go

Verified Specific Weight of Fluid when Resistance Force is Given

Go

Verified Specific Weight of Sphere when Resistance Force is Given

Go

Verified Velocity of Sphere when Resistance Force on Spherical Surface is Given

Go

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

Go

Verified Mean Velocity of Flow when Flow Velocity is Given

Go

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

Go

Verified Distance Between Plates when Pressure Difference is Given

Go

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

Go

Verified Dynamic Viscosity when Flow Velocity of Stream is Given

Go

Verified Dynamic Viscosity when Velocity Gradient with Shear Stress is Given

Go

Verified Flow Velocity of Stream

Go

Verified Piezometric Gradient when Shear Stress is Given

Go

Verified Piezometric Gradient when Velocity Gradient with Shear Stress is Given

Go

Verified Radius of Elemental Section of Pipe when Shear Stress is Given

Go

Verified Radius of Elemental Section of Pipe when Velocity Gradient with Shear Stress is Given

Go

Verified Shear Stresses

Go

Verified Specific Weight of Fluid when Shear Stress is Given

Go

Verified Specific Weight of Liquid when Velocity Gradient with Shear Stress is Given

Go

Verified Velocity Gradient when Piezometric Gradient with Shear Stress is Given

Go

4 More Laminar Flow Through Inclined Pipes Calculators

Go

Verified Additional Distance required for Turns when Distance between the Center lines is Given

Go

Verified Distance between the Center lines of the Runway and a Parallel Taxiway

Go

2 More Landing Distance under Estimation of Runway Length Calculators

Go

Created Characteristic Length when Seat Load on Rail is Given

Go

Created Maximum Contact Shear Stress

Go

Created Maximum Load on Rail Seat

Go

Created Radius of Wheel when Shear Stress is Given

Go

Created Section Modulus of Rail when Seat Load is Given

Go

Created Sleeper Spacing when Seat Load on Rail is Given

Go

Created Slip of Wheel

Go

Created Static Wheel Load when Shear Stress is Given

Go

Created Wheel Load when Seat Load is Given

Go

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

Go

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

Go

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

Go

7 More Length of the Crest Calculators

Go

Created Length when Angle of Super Elevation is Given

Go

Created Length when Change in Radial Acceleration is Given

Go

Created Length when Comfort Condition Holds Good for Highways

Go

Created Length when Comfort Condition Holds Good for Railways

Go

Created Length when Time Rate is Given

Go

Created Rate of Change of Radial Acceleration

Go

Created Time Rate when Length is Given

Go

Created Time Taken when Radial Acceleration is Given

Go

Created Angle of Dip for Compass Surveying

Go

Created Back Sight when Height of Instrument is Given

Go

Created Combined Error Due to Curvature and Refraction

Go

Created Correction on Refraction Error

Go

Created Difference in Elevation Between Ground Points

Go

Created Difference in Elevation Between Two Points using Barometric Levelling

Go

Created Distance Between Two points

Go

Created Distance When Height of Observer is Given

Go

Created Distance when the Error Given is Very Small

Go

Created Error Due to Curvature Effect

Go

Created Error Due to Curvature when Distance is in km

Go

Created Height of Instrument

Go

Created Height of Observer

Go

Created Permissible Closing Error for Accurate Levelling

Go

Created Permissible Closing Error for Ordinary Levelling

Go

Created Permissible Closing Error for Precise Levelling

Go

Created Permissible Closing Error for Rough Levelling

Go

Created Reduced Level if Height of Instrument is Given

Go

Verified Dimensionless Wave Speed

Go

Verified Equation for Constant A from linear equations of Standing Waves

Go

Verified Guo Formula of Linear Dispersion Relation for Mean Depth

Go

Verified Guo Formula of Linear Dispersion Relation for Wave Number

Go

Verified Radian Frequency of the Waves

Go

Verified Radian Frequency of the Waves when Equation for Constant A is Given

Go

Verified Relative Wavelength

Go

Verified Velocity of Propagation in Linear Dispersion Relation

Go

Verified Velocity of Propagation in Linear Dispersion Relation when Wavelength is Given

Go

Verified Wave Height when Equation for Constant A is Given

Go

Verified Wave Number of Convenient Empirical Explicit Approximation

Go

Verified Wave Period when Radian Frequency of the Waves is Given

Go

Verified Wavelength when Wave Number is Given

Go

1 More Linear Dispersion Relation of Linear Wave Calculators

Go

Verified Pressure at Any Points in Liquid

Go

14 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators

Go

Verified Constant Vertical Upward Acceleration when Pressure at any Point in Liquid is Given

Go

Verified Gauge Pressure at Any Point in Liquid Flow

Go

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

Go

9 More Liquid Containers Subjected To Constant Vertical Acceleration Calculators

Go

Verified 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given

Go

Verified Axial Capacity of Wall

Go

Verified Wall Section Gross Area when Axial Capacity of Wall is Given

Go

Verified Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges

Go

Verified Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges

Go

Verified Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

Go

Verified Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

Go

18 More Load Factor Design for Bridge Beams Calculators

Go

Verified Horizontal Component of Local Fluid Velocity

Go

Verified Local Fluid Particle Acceleration of the Horizontal Component

Go

Verified Local Fluid Particle Acceleration of the Vertical Component of Fluid Velocity

Go

Verified Vertical Component of Local Fluid Velocity

Go

Verified Wave Period when Horizontal Component of Local Fluid Velocity is Known

Go

Verified Wave Period when Vertical Component of Local Fluid Velocity is Known

Go

Verified Kinematic Viscosity when Specific or Intrinsic Permeability is Given

Go

8 More Log-Pearson Type III Distribution Calculators

Go

Created Average Stress when Parabolic Tendons are Used

Go

Created Change in Eccentricity of Tendon A due to Parabolic Shape

Go

Created Change in Eccentricity of Tendon B due to Parabolic Shape

Go

Created Coefficient of Friction when Px is known

Go

Created Component of Strain at the Level of First Tendon due to Bending

Go

Created Component of Strain at the Level of First Tendon due to Pure Compression

Go

Created Creep Coefficient when Creep Strain is Known

Go

Created Elastic Strain when Creep Strain is Given

Go

Created Initial prestress when prestress after immediate loss is given

Go

Created Initial Strain in Steel for Known Strain due to Elastic Shortening

Go

Created Initial Strain in Terms of Initial Prestressing Force

Go

Created Loss in Prestress when Creep Strain is Given

Go

Created Loss in Prestress when Shrinkage Strain is Given

Go

Created Loss of Prestress due to Slip

Go

Created Modular Ratio when Prestress after Immediate Loss is Known

Go

Created Residual Strain in Steel for Known Strain due to Elastic Shortening

Go

Created Residual Strain in Terms of Prestressing Force after Immediate Loss

Go

Created Shrinkage Strain for Post-Tensioning

Go

Created Subtended Angle when Resultant Reaction is Given

Go

Created The Resultant of the Vertical Reaction from the Concrete on the Tendon

Go

Created Ultimate Creep Strain

Go

Created Ultimate Shrinkage Strain when Loss in Prestress is Given

Go

Created Variation of Eccentricity of Tendon B

Go

Created Variation of Eccentricity on Tendon A

Go

Created Wobble Coefficient k when Px is known

Go

Verified Dalton‘s Law Considering the effect of wind

Go

Verified Formula for Pan coefficient

Go

3 More Losses from Precipitation Calculators

Go

Created Average Investment if Salvage Value is not 0

Go

Created Average Investment when Salvage value is 0

Go

Created Book value for New Machine

Go

Created Capacity of Crankcase when Quantity of Oil is Determined

Go

Created Capital Cost when Salvage Value is 0

Go

Created Depreciation Cost when Straight Line Method is Assumed

Go

Created Horse Power when Quantity of Oil is Given

Go

Created Hourly Cost Worker

Go

Created Hourly Depreciation

Go

Created Life Span of Machine

Go

Created Quantity of Lubricating Oil

Go

Verified Material Coefficient C1 when Discharge under Dams on Soft or Porous Foundations is Given

Go

Verified Material Coefficient C2 when Minimum Safe Length of Travel path under Dams is Given

Go

2 More Material Coefficient Calculators

Go

Created Creep Coefficient in European Code

Go

Created Empirical Formula for Secant Modulus Proposed by Hognestad in ACI Code

Go

Created Empirical Formula for Secant Modulus Proposed by Jensen

Go

Created Empirical Formula for Secant Modulus Using ACI Code Provisions

Go

Created Instantaneous Strain when Cc is Given

Go

Created Secant Modulus for Normal Weight of Concrete

Go

Created Total Strain

Go

Created Total Strain when Creep Coefficient is Given

Go

Verified Pan Evaporation Loss

Go

6 More Maximum Intensity-Duration-Frequency Relationship Calculators

Go

Verified Maximum Shear Stress on the Biaxial Loading

Go

Verified Stress along Y- Direction when Maximum Shear Stress on the Biaxial Loading is Given

Go

1 More Maximum Shear Stress on the Biaxial Loading Calculators

Go

Verified Height when Maximum Stress of a triangular section is Given.

Go

7 More Maximum Stress of a Triangular Section Calculators

Go

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

Go

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

Go

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

Go

Verified Possible Recharge in Hard Rock Areas with Low Clay Content for Maximum Value of Specific Yield

Go

Verified Possible Recharge in Hard Rock Areas with Massive, Poorly Fractured Rock for Maximum Specific Yield

Go

Verified Possible Recharge in Hard Rock Areas with Phyllites, Shales for Maximum Specific Yield

Go

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

Go

Verified Possible Recharge in Hard Rock Areas with Significant Clay Content for Maximum Specific Yield

Go

Verified Possible Recharge in Hard Rock Areas with Weathered Jointed Basalt for Maximum Specific Yield

Go

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

Go

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

Go

Verified Maximum Yield Coefficient when Observed Cell Yield is given

Go

Verified Maximum Yield Coefficient when the Volume of the Reactor is given

Go

Verified Mean Cell Residence Time when Observed Cell Yield is given

Go

Verified Mean Cell Residence Time when the Volume of the Reactor is given

Go

Verified Mean Velocity of Flow when Friction Factor is Given

Go

Verified Mean Velocity of Flow when Head Loss due to Frictional Resistance is Given

Go

Verified Mean Velocity of Flow when Shear Stress with Density is Given

Go

Verified Mean Velocity of Flow when Total Required Power is Given

Go

2 More Mean Velocity of Flow Calculators

Go

Verified Ambient Pressure at the Periphery of the Storm

Go

Verified Characteristic Wave Height when Dimensionless Wave Height is known

Go

Verified Cyclostrophic Approximation to the Wind speed

Go

Verified Dimensionless Fetch

Go

Verified Dimensionless Fetch for known Fetch-limited Dimensionless Wave Height

Go

Verified Dimensionless Wave Frequency

Go

Verified Dimensionless Wave Height

Go

Verified Distance from the Center of the Storm Circulation to the location of Maximum Wind Speed

Go

Verified Fetch-limited Dimensionless Wave Height

Go

Verified Frequency of the Spectral Peak for known Dimensionless Wave Frequency

Go

Verified Friction Velocity for known Dimensionless Wave Frequency

Go

Verified Friction Velocity when Dimensionless Fetch is known

Go

Verified Friction Velocity when Dimensionless Wave Height is known

Go

Verified Fully Developed Wave Height

Go

Verified Gradient Approximation to the Wind Speed

Go

Verified Maximum Velocity in the Storm

Go

Verified Pressure Profile in terms of Hurricane Winds

Go

Verified Straight Line Distance over which the Wind Blows

Go

Verified Wind Speed when Fully Developed Wave Height is Given

Go

2 More Measured Wind Directions Calculators

Go

Verified Actual Tension when Sag Correction of Unsupported Tape is Given

Go

Verified Sag Correction of Unsupported Tape

Go

Verified Tape Weight when Sag Correction of Unsupported Tape is Given

Go

Verified Unsupported Length when Sag Correction of Unsupported Tape is Given

Go

11 More Measurement of Distance with Tapes Calculators

Go

Verified Meyer‘s formula

Go

Verified Rohwer‘s formula

Go

Verified Transpiration ratio

Go

Verified Water Consumed by Transpiration

Go

1 More Measurement of Evaporation Calculators

Go

Verified Darcy's hydraulic conductivity when infiltration capacity is given from Philip's equation

Go

Verified Equation for Infiltration Capacity

Go

Verified Infiltration rate by Horton's equation

Go

Verified Philip's Equation

Go

Verified Sorptivity when Cumulative Infiltration Capacity is Given from Philip's Equation

Go

Verified Sorptivity when infiltration capacity is given

Go

8 More Measurement of Infiltration Calculators

Go

Verified Angular Velocity of the Earth when Velocity at Surface is Given

Go

Verified Change of Ebb Tidal Energy Flux across the Ocean Bar between Natural and Channel Conditions

Go

Verified Coefficient when Water Surface Slope by Eckman is given

Go

Verified Density of Water when Velocity at the Surface is given

Go

Verified Density of Water when Water Surface Slope is given

Go

Verified Depth after Dredging for known Transport Ratio

Go

Verified Depth before Dredging for known Transport Ratio

Go

Verified Depth of Navigation Channel for known Depth of Channel to depth at which Ocean Bar meets Sea Bottom

Go

Verified Depth when Velocity at the Surface is given

Go

Verified Hoerls Special function Distribution

Go

Verified Latitude when Velocity at the Surface is given

Go

Verified Maximum instantaneous Ebb Tide Discharge per unit Width

Go

Verified Ratio of Depth of Channel to Depth at which Seaward Slope of Ocean Bar meets the Sea Bottom

Go

Verified Shear Stress at the Water Surface when Velocity at Surface is given

Go

Verified Shear Stress at the Water Surface when Water Surface Slope is given

Go

Verified Tidal Period for known Change of Ebb Tidal Energy Flux across the Ocean Bar

Go

Verified Transport Ratio

Go

Verified Water Depth where Seaward Tip of Ocean Bar meets Offshore Sea Bottom

Go

Verified Water Surface Slope

Go

1 More Methods to Predict Channel Shoaling Calculators

Go

Created Allowable Bearing Stress for Milled Surface Including Bearing Stiffeners

Go

Created Allowable Bearing Stress for Rollers and Rockers

Go

Created Diameter of Roller or Rocker When Allowable Bearing Stress is Given

Go

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

Go

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

Go

Verified Mixed Liquor Suspended Solids when Wasting Rate from Return Line is given

Go

Verified Mixed Liquor Volatile Suspended Solids when the Volume of the Reactor is given

Go

Verified MLSS Using Wasting rate From Return Line when Concentration of Solid in Effluent is Low

Go

Verified MLSS when RAS Pumping Rate from Aeration Tank is Given

Go

Verified Flow through any square when total flow is given

Go

Verified Number of squares through which the flow occurs when total flow is given

Go

Verified Total flow through any set or group of equipotential lines

Go

3 More Modified Darcy's Laws Calculators

Go

Verified Peak Rate of Runoff when Sediment Yield from an Individual Storm is Given

Go

Verified Soil Erodibility Factor when Suspended Sediment Load is Given

Go

7 More Modified Universal Soil Loss Equation Calculators

Go

Verified Modulus of Elasticity

Go

Verified Modulus of Elasticity of Concrete in SI Units

Go

Verified Modulus of Elasticity of Concrete in USCS Units

Go

Verified Modulus of Elasticity of Normal Weight and Density Concrete in SI Units

Go

2 More Modulus of Elasticity Calculators

Go

Verified Modulus of Elasticity of Concrete(Ec) when Couple Force of the Cross Section(C) is given

Go

Verified Modulus of Elasticity of Non Prestressed steel(Es) when Tension Force(Ts) is given

Go

Verified Modulus of Elasticity of Non-prestressed when Average Strain Under Tension is given

Go

Verified Modulus of Elasticity of Prestressed steel(Ep) when Compression Force(Tp) is given

Go

Verified Young's Modulus when Deflection Due to Prestressing for a Parabolic Tendon is given

Go

Verified Young's Modulus when Deflection Due to Prestressing for a Singly Harped Tendon is given

Go

1 More Modulus of Elasticity Calculators

Go

Verified Moment of Inertia(I) when Deflection Due to Prestressing for a Parabolic Tendon is given

Go

Verified Moment of Inertia(I) when Deflection Due to Prestressing for a Singly Harped Tendon is given

Go

1 More Moment of Inertia Calculators

Go

Verified Moment at Abutments of an Arch Dam

Go

Verified Moments when Extrados Stresses on a Arch Dam is Given

Go

Verified Moments when Intrados Stresses on a Arch Dam is Given

Go

Verified Moments when Rotation Due to Twist on a Arch Dam is Given

Go

3 More Moments acting on the arch dam Calculators

Go

Verified Rate of Flow when Thrust on the Propeller is Given

Go

21 More Momentum Theory of Propellers Calculators

Go

Verified Effective Spring Constant when Undamped natural period is given

Go

Verified Elongation in the Mooring Line when Percent Elongation in a Mooring Line is known

Go

Verified Length of the Mooring Line when Percent Elongation in a Mooring Line is known

Go

Verified Mass of a Vessel due to Inertial Effects of the Water entrained with the Vessel

Go

Verified Mass of a Vessel for known Virtual Mass of a Vessel

Go

Verified Percent Elongation in a Mooring Line

Go

Verified Undamped Natural Period of a Vessel

Go

Verified Virtual Mass of a Vessel

Go

Verified Virtual Mass of a Vessel when undamped natural period is given

Go

3 More Mooring Calculators

Go

Verified Angle of Current relative to the longitudinal axis of vessel when Reynolds Number is given

Go

Verified Area Ratio when Expanded or Developed Blade Area of the Propeller is known

Go

Verified Average Current Speed when Reynolds Number is given

Go

Verified Coefficient of Drag for winds measured at 10-m for known Drag Force due to Wind

Go

Verified Displacement of the Vessel when Wetted Surface Area of Vessel is given

Go

Verified Drag Force due to Wind

Go

Verified Elevation z when Velocity at the desired Elevation is given

Go

Verified Expanded or Developed Blade Area of the Propeller

Go

Verified Kinematic Viscosity of water when Reynolds Number is given

Go

Verified Mass density of air for known Drag Force due to Wind

Go

Verified Projected Area of the Vessel above the Waterline for known Drag Force due to Wind

Go

Verified Velocity at the desired elevation z

Go

Verified Vessel Beam for known Expanded or Developed Blade Area of the Propeller

Go

Verified Waterline Length of a Vessel for known Expanded or Developed Blade Area of the Propeller

Go

Verified Waterline Length of a Vessel when Reynolds Number is given

Go

Verified Waterline length of a vessel when Wetted Surface Area of Vessel is given

Go

Verified Wetted Surface Area of Vessel

Go

Verified Wind Speed at Standard Elevation of 10 m above water’s surface for known Drag Force due to Wind

Go

Verified Wind speed at standard elevation of 10 m when Velocity at desired elevation is given

Go

2 More Mooring Forces Calculators

Go

Verified Cross Sectional Area1 when Material Cost Ratio is given

Go

Verified Cross Sectional Area2 when Material Cost Ratio is given

Go

Verified Material Cost Ratio

Go

Verified Material price p1 when Material Cost Ratio is given

Go

Verified Material price p2 when Material Cost Ratio is given

Go

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

Go

Verified Relative Price Factors when Relative Material Cost ratio is given

Go

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

Go

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

Go

15 More Most Economic Steel Structure Calculators

Go

Verified Watershed Length when Sediment Delivery Ratio is Given

Go

Verified Watershed Relief when Sediment Delivery Ratio is Given

Go

1 More Movement of Sediments from Watersheds Calculators

Go

Verified Airline Service (Weekly Departing Flights) from Airport 1

Go

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

Go

Verified Model Formulation for International Passenger Forecasts

Go

Verified Model Formulation for International Passenger Forecasts developed by IATA

Go

Verified Percent of Passengers from the Utility Function

Go

Verified Percent of Passengers in Analysis Zone using Airports 1, 2 and 3

Go

Verified Percent of Passengers in Analysis Zone using Airports 2 and 3

Go

Verified Percent of Passengers in Analysis Zone using Airports 2 and 3 from the Utility Function

Go

Verified Travel Times from Analysis Zone to Airports 1 from the Utility Function

Go

Verified Travel Times from Analysis Zone to Airports 1 when Percent of Passengers is Known

Go

Verified Travel Times from Analysis Zone to Airports 2,3

Go

Verified Travel Times from Analysis Zone to Airports 2,3 from the Utility Function

Go

2 More Multi-Airport Region Forecast Framework Calculators

Go

Verified Equation for Inflow from the Continuity Equation

Go

Verified First Moment of the DRH about the Time Origin divided by the Total Direct Runoff

Go

Verified First Moment of the ERH about the Time Origin divided by the Total Effective Rainfall

Go

Verified First Moment of the ERH when Second Moment of the DRH is Given

Go

Verified First Moment of the Instantaneous Unit Hydrograph (IUH) about the Origin

Go

Verified Ordinates of Instantaneous Unit Hydrograph(IUH) representing the IUH of a Catchment

Go

Verified Outflow in the First Reservoir

Go

Verified Outflow in the n'th Reservoir

Go

Verified Outflow in the Second Reservoir

Go

Verified Outflow in the Third Reservoir

Go

Verified Second Moment of the DRH about the Time Origin divided by the Total Direct Runoff

Go

Verified Second Moment of the ERH about the Time Origin divided by the Total Excess Rainfall

Go

Verified Total Wedge Storage in the Channel Reach

Go

1 More Nash's Conceptual Model Calculators

Go

Verified Change in Storage Volumes

Go

Verified Natural Flow Volume

Go

Verified Net Evaporation Losses from Reservoir on the Stream

Go

Verified Net Export of Water from the Basin

Go

Verified Observed Flow Volume at Terminal Site when Natural Flow Volume is Given

Go

Verified Volume Diverted Out of the Stream

Go

Verified Volume of Return Flow

Go

Verified Oscillatory Flow due to Infragravity Waves

Go

Verified Oscillatory Flow due to Wind Waves

Go

Verified Steady Current driven by Breaking Waves

Go

Verified Tidal Current for known Total Current in the Surf Zone

Go

Verified Total Current in the Surf Zone

Go

Verified Wind-Driven Current for known Total Current in the Surf Zone

Go

Verified Absolute Velocity of Surges

Go

Verified Celerity of the Wave when is depth is known

Go

Verified Velocity of Flow when Absolute Velocity of Surges is Given

Go

Verified Velocity of Flow when Depth of flow is Given

Go

3 More Negative Surges Calculators

Go

Verified Net Waste Activated Sludge

Go

Verified Net Waste Activated Sludge when Theoretical Oxygen requirement is given

Go

Verified Dynamic Viscosity of the fluid when Shear Force per unit area or Shear Stress is given

Go

Verified Mass Density of the Fluid when Kinematic Viscosity is given

Go

Verified Shear Force per unit area or Shear Stress

Go

Verified Velocity Gradient when Shear Force per unit area or Shear Stress is given

Go

5 More Newton’s Friction Postulation Calculators

Go

Verified Mean Depth when Ursell number is Given

Go

Verified Wavelength when Ursell number is Given

Go

12 More Non-Linear Wave Theory Calculators

Go

Verified Average Conveyance of the Channel for Non-Uniform Flow

Go

Verified Average Energy Slope when Average Conveyance for Non-Uniform Flow is Known

Go

Verified Average Energy Slope when Frictional Loss is Given

Go

Verified Conveyance of the Channel for Non-Uniform Flow for End Sections at (1)

Go

Verified Conveyance of the Channel for Non-Uniform Flow for End Sections at (2)

Go

Verified Discharge in non-uniform flow by conveyance method

Go

Verified Eddy loss for abrupt contraction channel transition

Go

Verified Eddy loss for abrupt expansion channel transition

Go

Verified Eddy loss for gradual contraction channel transition

Go

Verified Eddy loss for gradual expansion channel transition

Go

Verified Eddy loss for non-uniform flow

Go

Verified Frictional Loss when Average Energy Slope is Given

Go

Verified Length of Reach when Average Energy Slope is Given for Non-uniform Flow

Go

2 More Non-Uniform Flow Calculators

Go

Verified Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given

Go

Verified Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given

Go

Verified Force in Slab when Number of Connectors in Bridges is Given

Go

Verified Total Area of Steel Section when Force in Slab is Given

Go

Verified Ultimate Shear Connector Strength when Minimum Number of Connectors in Bridges is Given

Go

13 More Number of Connectors in Bridges Calculators

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Verified The number of shear connectors

Go

Verified The total horizontal shear

Go

Verified Total horizontal shear Vh

Go

Verified Total number of connectors to resist total horizontal shear

Go

Verified Yield Strength when Total Horizontal Shear Vh is Given

Go

Verified Observed Cell Yield

Go

Verified Observed Cell Yield When Net Waste Activated Sludge is Given

Go

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

Go

Created Mid Ordinate when Ox is Given

Go

Created Offset at a Distance x from Mid Point

Go

Verified Number of Nodes along the long Basin Axis in Open Basin

Go

3 More Open and Closed Basins Calculators

Go

Verified Depression Head when Flow Discharge into the Well is Given

Go

Verified Flow Discharge into the Well

Go

Verified Proportionality Constant when Flow Discharge into the Well is Given

Go

Verified Distance from PVC to Lowest Point on a Sag Curve

Go

Verified Elevation of Point x Distant from PVC(point of vertical curvature)

Go

Verified Grade at Beginning of Curve when Elevation of Point x Distant from PVC is given

Go

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

Go

6 More Parabolic Curves Calculators

Go

Verified Dimensionless Time

Go

Verified Frequency of the Spectral Peak

Go

Verified Frequency of the Spectral Peak when Wind Speed is known

Go

Verified Maximum Controlling Parameter for the Angular Distribution

Go

Verified Shape Factor for Higher Frequency Component

Go

Verified Significant Wave Height for known Significant Wave Height of Lower and Higher frequency Components

Go

Verified Significant Wave Height of Higher frequency Component

Go

Verified Significant Wave Height of Lower frequency Component

Go

Verified Weighing Factor for angular frequency greater than one

Go

Verified Weighing Factor for angular frequency lesser than or equal to one

Go

Verified Wind Speed when Maximum Controlling Parameter for the Angular Distribution is given

Go

8 More Parametric Spectrum Models Calculators

Go

Verified Datum Length of the Aircraft when Deviation of Main Undercarriage is Given

Go

Verified Deviation of Main Undercarriage

Go

Verified Drainage Area when Peak Discharge given in Field Application

Go

Verified Mean annual flood proposed by natural environment research council

Go

Verified Peak Discharge equation based on field application

Go

Verified Peak Value of the Runoff

Go

Verified Rational Method of Peak Discharge

Go

Created Approximate Equation for Offset at Distance x from Mid Point

Go

Created Exact Equation for Offset at Distance x from Mid Point

Go

Created Radius when Approximate Equation for Offset is Given

Go

Created Double Path Measurement

Go

Created Fraction Part of Wavelength

Go

Created Fraction Part of Wavelength when Double Path Measurement is Given

Go

Created Integer Part of Wavelength when Double Path Measurement is Given

Go

Created Wavelength when Double Path Measurement is Given

Go

Verified Internal Pressure

Go

Verified Outside Diameter of Pipe when Internal Pressure is Given

Go

1 More Pipe Stresses Perpendicular To The Longitudinal Axis Calculators

Go

Verified Concentration of Soil in the mixture measured on a Volumetric Basis

Go

Verified Concentration of Soil in Volumetric basis

Go

Verified Specific Weight of Mixture in the Suction Pipe for known concentration of soil in Volumetric Basis

Go

Verified Specific Weight of the dry sand grains when Concentration of Soil in Volumetric basis is given

Go

Verified Specific Weight of the Mixture when Concentration of Soil in Volumetric basis is given

Go

Verified Specific Weight of Water in the Suction Pipe

Go

6 More Plain Suction Dredge Calculators

Go

Created Plastic Moment

Go

Verified Porosity when Bulk Pore Velocity is Given

Go

Verified Volume of solids in the sample when porosity is given

Go

3 More Porosity Calculators

Go

Verified Length when Potential Energy due to the Deformation of the Free Surface is Given

Go

Verified Potential Energy due to the Deformation of the Free Surface

Go

Verified Potential Energy per unit width in one wave

Go

Verified Surface Elevation when Potential Energy due to the Deformation of the Free Surface is Given

Go

Verified Wave Height when Potential Energy per Unit Width in One Wave is Given

Go

Verified Wavelength when Potential Energy per Unit Width in One Wave is Given

Go

Verified Potential Evapotranspiration of Cotton

Go

Verified Potential Evapotranspiration of Dense Natural Vegetation

Go

Verified Potential Evapotranspiration of Light Natural Vegetation

Go

Verified Potential Evapotranspiration of Maize

Go

Verified Potential Evapotranspiration of Medium Natural Vegetation

Go

Verified Potential Evapotranspiration of Potatoes

Go

Verified Potential Evapotranspiration of Rice

Go

Verified Potential Evapotranspiration of Sugarcane

Go

Verified Potential Evapotranspiration of Very Dense Vegetation

Go

Verified Potential Evapotranspiration of Wheat

Go

Verified Hydraulic Radius of Trapezoidal Channel Section

Go

Verified Wetted Perimeter of Trapezoidal Channel Section

Go

6 More Practical Channel Sections Calculators

Go

Verified Dredge or Burge formula

Go

Verified Evaporation when precipitation is known

Go

Verified Intensity of Rainfall When Radar-Echo Factor is Known

Go

Verified Precipitation

Go

Verified Radar Echo Factor When Intensity is Known

Go

Verified Radar Measurement of Rainfall

Go

Verified Runoff when precipitation is known

Go

Verified Statistical approach of PMP by using Chow’s equation

Go

Verified Total Runoff over a catchment

Go

8 More Precipitation Calculators

Go

Verified Significant Wave Height from Bretschneider Empirical Relationships

Go

Verified Water Depth for known Wavelength, Wave Period and Water Number

Go

Verified Wave Number for known Wavelength, Wave Period and Water Depth

Go

1 More Predicting Waves in Deep Water Calculators

Go

Verified Number of Air Trips in year t in Trip Category i

Go

Verified Real Cost of Fares in year t when Number of Air Trips in year t in Trip Category is Given

Go

Verified Real Income in year t when Number of Air Trips in year t in Trip Category is Given

Go

Verified Regression Constant when Number of Air Trips in year t in Trip Category is Given

Go

Verified Depth of the Center of Pressure

Go

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

Go

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

Go

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

Go

8 More Pressure Diagram Calculators

Go

Verified Pressure at any Distance below the Fluid Surface in terms of Second-Order Stokes Theory

Go

Verified Pressure Reference Factor

Go

Verified Pressure taken as Gauge Pressure relative to Wave Mechanics

Go

Verified Pressure when Pressure Response Factor is Known

Go

4 More Pressure Reference Factor Calculators

Go

Verified Angle when Shear Stress when Member Subjected to Axial Load is Given

Go

13 More Principal Stress Calculators

Go

Created Earliest Expected Occurrence Time of Event i

Go

Created Earliest Expected Occurrence Time of Event j

List of Calculators by Chandana P Dev