Calculators Created by Ishita Goyal

Verified Dynamic Viscosity for known Rate of Flow

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Verified Dynamic Viscosity for Shear Force Resisting the Motion of Piston

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4 More Dynamic Viscosity Calculators

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Verified Mean Velocity of Flow when Maximum Velocity is Given

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Verified Mean Velocity of Flow when Pressure Gradient is Given

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3 More Mean Velocity of Flow Calculators

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Verified Normal Stress when Member Subjected to Axial Load

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Verified Stress along X-direction given the shear stress in a member subjected to axial load

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3 More Normal Stress of members Subjected to Axial Load Calculators

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Verified Pressure Gradient when Discharge is Given

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Verified Pressure Gradient when Mean Velocity of Flows is Given

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4 More Pressure Gradient Calculators

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Verified Velocity of Piston when Rate of Flow is Given

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

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4 More Velocity of Piston Calculators

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Verified Adjusted Design Value for Shear

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4 More Adjustment Factors for Design Values Calculators

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Verified Adjusted Design Value for Lateral Loading for Lag Screws

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Verified Adjusted Design Value for Lateral Loading for Metal Plate Connectors

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Verified Adjusted Design Value for Lateral Loading for Nails and Spikes

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Verified Adjusted Design Value for Lateral Loading for Wood Screws

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Verified Adjusted Design Value for Withdrawal for Drift Bolts and Pins

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Verified Adjusted Design Value for Withdrawal for Lag Screws

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7 More Adjustment of Design Values for Connections with Fasteners Calculators

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Created Allowable Stress in Stirrup Steel when Area in Legs of a Vertical Stirrup is Given

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Created Area Required in Legs of Vertical Stirrup

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Created Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given

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Created Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given

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Created Excess Shear given Vertical Stirrup Leg Area

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Created Excess Shear when Area in Legs of a Vertical Stirrup is Given

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Created Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances

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Created Nominal Unit Shear Stress

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Created Shear given Nominal Unit Shear Stress

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Created Stirrups Spacing in terms of Area in Legs of Vertical Stirrup

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Created Stirrups Spacing when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances

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Created Vertical Stirrup Leg Area

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

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Verified Allowable Stress for solid compression flange cross section and area not less than tension flange

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Verified Allowable Stress given Simplifying Term between 0.2 and 1

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Verified Allowable Stress when Simplifying Term is Greater than 1

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

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

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Verified Maximum Unsupported Length of Compression Flange-1

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Verified Maximum Unsupported Length of Compression Flange-2

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Verified Modifier for Moment Gradient

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Verified Simplifying Term for Allowable Stress Equations

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Verified Allowable Compressive Stress when Slenderness Ratio is Less than Cc

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Verified Allowable Compressive Stress when Slenderness Ration is Greater than Cc

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Verified Effective Length Factor

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Verified Safety Factor for Allowable Compressive Stress

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Verified Slenderness Ratio Used for Separation

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Verified Aquifer Constant

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Verified Aquifer Constant when Difference in Drawdowns at Two Wells is Given

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Verified Aquifer Constant when Drawdown in Well is Given

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Verified Aquifer Constant given Difference Between Modified Drawdowns

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Verified Aquifer Constant when Modified Drawdown is Given

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Verified Discharge from Two Wells with Base 10

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Verified Discharge given Length of the Strainer

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Verified Discharge in Unconfined Aquifer

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Verified Discharge in Unconfined Aquifer with Base 10

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Verified Discharge when Two Observation Well is Taken

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Verified Rate of Flow when Coefficient of Permeability is Given

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Verified Rate of Flow when Flow Velocity is Given

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Verified Confined Aquifer Discharge given Coefficient of Transmissibility

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Verified Confined Aquifer Discharge given Drawdown at the Well

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Verified Confined Aquifer Discharge when Coefficient of Transmissibility and Depth of Water is Given

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Verified Confined Aquifer Discharge when Depth of Water in Two Wells are Given

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Verified Confined Aquifer Discharge with Base 10 given Coefficient of Transmissibility

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Verified Confined Aquifer Discharge with Base 10 given Drawdown at the Well

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Verified Discharge in Confined Aquifer

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Verified Discharge in Confined Aquifer when Coefficient of Transmissibility is Given

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Verified Discharge in Confined Aquifer with Base 10

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Verified Discharge in Confined Aquifer with Base 10 when Coefficient of Transmissibility is Given

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Verified Aquifer Loss Coefficient

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Verified Aquifer Loss given Drawdown

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Verified Aquifer Loss when Aquifer Loss Coefficient is Given

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Verified Thickness of Aquifer for Discharge in Unconfined Aquifer with Base 10

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Verified Thickness of Aquifer given Drawdown Value measured at the Well

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Verified Thickness of Aquifer when Discharge in Unconfined Aquifer is Given

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Verified Aquifer Thickness from Impermeable Layer when Coefficient of Transmissibility is Given

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Verified Aquifer Thickness from Impermeable Layer when Coefficient of Transmissibility with Base 10 is Given

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Verified Aquifer Thickness from Impermeable Layer when Discharge in Confined Aquifer is Given

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Verified Aquifer Thickness from Impermeable Layer when Discharge in Confined Aquifer with Base 10 is Given

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Verified Aquifer Thickness given Confined Aquifer Discharge

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Verified Aquifer Thickness given Confined Aquifer Discharge with Base 10

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Verified Aquifer Thickness when Depth of Water in Two Wells are Given

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Verified Thickness of Confined Aquifer when Discharge in Confined Aquifer is Given

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Verified Thickness of Confined Aquifer when Discharge in Confined Aquifer with Base 10 is Given

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Verified Thickness of Aquifer from Impermeable Layer when Drawdown in Well 1 is Given

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Verified Thickness of Aquifer from Impermeable Layer when Drawdown in Well 2 is Given

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Verified Thickness of Aquifer from Impermeable Layer when Modified Drawdown in Well 1 is Given

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Verified Thickness of Aquifer from Impermeable Layer when Modified Drawdown in Well 2 is Given

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Verified Angle Between Crown and Abutments when Thrust at Abutments of an Arch Dam is Given

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Verified Constant K5 when Rotation Due to Shear on a Arch Dam is Given

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Verified Deflection Due to Moments on a Arch Dam

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

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

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Verified Radius to the centerline when Thrust at Abutments of an Arch Dam is Given

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16 More Arch Dams Calculators

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Verified Area of Basin given Flood Discharge by Dicken's Formula in FPS unit

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Verified Area of Basin when Flood Discharge by Dicken's Formula for Northern India is Given

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Verified Area of Basin when Flood Discharge by Dicken's Formula is Given

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Verified Area of Cross-section for Full Flow when Hydraulic Mean Depth and Discharge Ratio is Given

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Verified Area of Cross-section for Full Flow when Only Discharge Ratio is Given

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Verified Area of Cross-section for Full Flow when Only Hydraulic Mean Depth Ratio is Given

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Verified Area of Cross-section for Partial Flow when Hydraulic Mean Depth and Discharge Ratio is Given

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Verified Area of Cross-section for Partial Flow when Only Discharge Ratio is Given

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Verified Area of Cross-section for Partial Flow when Only Hydraulic Mean Depth Ratio is Given

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Verified Area of Filter when Hydraulic Loading is Given

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Verified Area of Filter with known volumetric flow rate and flow velocity

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Verified Area of Trickling Filter when Volumetric Flowrate is Given

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Created Area of Tank when Height at Outlet Zone with respect to Area of Tank is Given

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Created Area of Tank when Ratio of Removal with respect to Discharge is Given

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Created Area of Tank when Vertical Falling Speed in Sedimentation Tank with respect to Area is Given

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Created Area of the Tank for Discharge Rate with respect to Settling Velocity

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Created Cross Sectional Area of Sedimentation Tank

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Created Cross Sectional Area when Length of Sedimentation Tank with respect to Surface Area is Given

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Created Cross Sectional Area when Surface Area with respect to Darcy Weishbach Friction Factor is Given

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Created Cross Sectional Area when Surface Area with respect to Settling Velocity is Given

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Created Cross Sectional Area with respect to Surface Area for Practical Purpose

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Verified Cross-section Area of Tank with known velocity of flow of water

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Verified Plan Area when Settling Velocity is Given

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Verified Plan Area when Settling Velocity of Particular Sized Particle is Given

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Verified Average Increment for a Decade when Future Population at End of 2 Decades is Given

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Verified Average Increment for a Decade when Future Population at End of 3 Decades is Given

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Verified Average Increment for a Decade when Future Population is Given

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Verified Future Population at the End of 2 Decades

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Verified Future Population at the End of 3 Decades

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Verified Future Population at the End of n Decades

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Verified Number of Decades when Future Population is Given

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Verified Present Population when Future Population at the End of 2 Decades is Given

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Verified Present Population when Future Population at the End of 3 Decades is Given

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Verified Present Population when Future Population at the End of n Decades is Given

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Created Average Daily Influent Flow Rate given Hydraulic Retention Time

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Created Average Daily Influent Flow Rate given Net Waste Activated Sludge

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Created Average Daily Influent Flow Rate given Organic Loading

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Created Average Daily Influent Flow Rate given Reactor Volume

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

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Created Average Daily Influent Flow Rate when Recirculation Ratio is Given

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

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Verified Allowable Bearing Pressure When Flange Thickness for H shaped Column is Provided

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Verified Area Required by Base Plate

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Verified Bearing Pressure When Plate Thickness is Given

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Verified Column Depth When Plate Length is Provided

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Verified Column Flange Width When Plate Length is Provided

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Verified Column load for given base plate area required

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Verified Flange Thickness for H shaped Columns

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Verified Plate Length

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Verified Thickness of Plate

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Verified Thickness of Plate for H shaped Column

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Verified Bazin's Constant Chezy's Constant by Bazin's Formula

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Verified Chezy's Constant by Bazin's Formula

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Verified Hydraulic Mean Depth when Chezy's Constant by Bazin's Formula is Given

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Verified Beam Buckling Factor 1

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Verified Beam Buckling Factor 2

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Verified Limiting Buckling Moment

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

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

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Verified Limiting Laterally Unbraced Length for Inelastic Lateral Buckling

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Verified Maximum Laterally Unbraced Length for Plastic Analysis

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

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Verified Specified Minimum Yield Stress for Web if Lr is Given

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3 More Beams Calculators

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Verified Bearing Area Factor

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2 More Bearing Area Factor Calculators

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Verified Bearing Capacity Factor Dependent on Cohesion when Effective Surcharge is Given

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Verified Bearing Capacity Factor Dependent on Cohesion when Safe Bearing Capacity is Given

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Verified Bearing Capacity Factor Dependent on Cohesion when Ultimate Bearing Capacity is Given

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Verified Bearing Capacity Factor Dependent on Surcharge when Effective Surcharge is Given

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Verified Bearing Capacity Factor Dependent on Surcharge when Safe Bearing Capacity is Given

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Verified Bearing Capacity Factor Dependent on Surcharge when Ultimate Bearing Capacity is Given

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Verified Bearing Capacity Factor Dependent on Weight when Effective Surcharge is Given

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Verified Bearing Capacity Factor Dependent on Weight when Safe Bearing Capacity is Given

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Verified Bearing Capacity Factor Dependent on Weight when Ultimate Bearing Capacity is Given

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Verified Depth of Footing when Effective Surcharge is Given

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Verified Depth of Footing when Net Ultimate Bearing Capacity is Given

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Verified Depth of Footing when Safe Bearing Capacity is Given

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Verified Depth of Footing when Ultimate Bearing Capacity is Given

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Verified Effective Surcharge when Depth of Footing is Given

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Verified Effective Surcharge when Factor of Safety is Given

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Verified Effective Surcharge when Ultimate Bearing Capacity is Given

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Verified Factor of Safety when Net Safe Bearing Capacity is Given

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Verified Factor of Safety when Safe Bearing Capacity is Given

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Verified Factor of Safety when Ultimate Bearing Capacity is Given

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Verified Net Safe Bearing Capacity

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Verified Net Safe Bearing Capacity when Safe Bearing Capacity is Given

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Verified Net Safe Bearing Capacity when Ultimate Bearing Capacity is Given

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Verified Net Ultimate Bearing Capacity when Depth of Footing is Given

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Verified Net Ultimate Bearing Capacity when Net Safe Bearing Capacity is Given

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Verified Net Ultimate Bearing Capacity when Safe Bearing Capacity is Given

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Verified Net Ultimate Bearing Capacity when Ultimate Bearing Capacity is Given

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Verified Safe Bearing Capacity

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Verified Safe Bearing Capacity when Net Ultimate Bearing Capacity is Given

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Verified Ultimate Bearing Capacity

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Verified Ultimate Bearing Capacity of Soil Under Long Footing at Surface of Soil

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Verified Ultimate Bearing Capacity when Depth of Footing is Given

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Verified Ultimate Bearing Capacity when Factor of Safety is Given

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Verified Steel Yield Strength for milled surface of allowable Bearing Stress

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5 More Bearing on Milled Surfaces Calculators

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Verified Actual Bearing Pressure Under Plate

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Verified Allowable Bearing Stress on Concrete when Full Area is used for Support

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Verified Allowable Bearing Stress on Concrete when Less Than Full Area is used for Support

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Verified Allowable Bending Stress given the Plate Thickness

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Verified Beam Reaction Given the Actual Bearing Pressure

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Verified Beam Reaction when Area Required by Bearing Plate is Given

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Verified Bearing plate area for full concrete area support usage

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Verified Bearing plate area for less than full concrete area usage

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

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Verified Minimum Width of Plate When Actual Bearing Pressure is Given

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Verified Minimum Width of Plate When Plate Thickness is Given

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Verified Plate Thickness

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Verified Bed Slope for Full Flow when Bed Slope for Partial Flow is Given

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Verified Bed Slope for Full Flow when Velocity Ratio is Given

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Verified Bed Slope for Partial Flow

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Verified Bed Slope for Partial Flow when Velocity Ratio is Given

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Verified Ratio of Bed Slope when Velocity Ratio is Given

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Verified Maximum Bending Stress for Load Applied to Narrow Member Face

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Verified Maximum Compressive Stress for Biaxial Bending

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Verified Maximum Compressive Stress for Uniaxial Bending

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Verified Live Load Moment given Stress in Steel for Shored Members

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9 More Bending Stresses Calculators

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Verified BOD5 Load when Organic Loading is Given

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Verified BOD5 of Influent Wastewater to Trickling Filter

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Verified BOD5 of Settled Effluent from Trickling Filter

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Created BOD in Sewage

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Created BOD of Industry when Population Equivalent is Given

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Created BOD when Dilution Factor is Given

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Verified Change in Normal Stress when Overall Pore Pressure Coefficient is Given

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Verified Change in Pore Pressure when Overall Pore Pressure Coefficient is Given

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Verified Effective Angle of Internal Friction when Shear Force in Bishop's Analysis is Given

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Verified Effective Angle of Internal Friction when Shear Strength is Given

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Verified Effective Cohesion of Soil given Normal Stress on the Slice

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Verified Effective Cohesion of Soil when Shear Force in Bishop's Analysis is Given

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Verified Effective Stress on the Slice

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Verified Factor of Safety Given by Bishop

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Verified Factor of Safety when Shear Force in Bishop's Analysis is Given

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Verified Height of Slice when Pore Pressure Ratio is Given

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Verified Horizontal Distance of Slice from Centre of Rotation

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Verified Length of the Arc of the Slice

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Verified Length of the Arc of the Slice when Effective Stress is Given

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Verified Length of the Arc of the Slice when Shear Force in Bishop's Analysis is Given

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Verified Normal Stress on the Slice

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Verified Normal Stress on the Slice given Shear Strength

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Verified Radius of Arc when Total Shear Force on the Slice is available

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Verified Resultant Vertical Shear Force on Section N

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Verified Resultant Vertical Shear Force on Section N+1

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Verified Total Weight of Slice when Total Shear Force on the Slice is Given

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Verified Unit weight of Soil when Pore Pressure Ratio is Given

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Verified Weight of Slice when Total Normal Force Acting on the Slice is Given

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Created BOD Loading for First Stage Filter

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

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Created BOD Loading for Second Stage Filter

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

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Created BOD Loading to Second Filter Stage in terms of Efficiency of Second Filter Stage

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Verified Ratio of BOD to Ultimate BOD

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Verified Ratio of BOD to Ultimate when Oxygen Demand of Biomass is Given

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Verified Ratio of BOD to Ultimate when Oxygen Required in Aeration Tank is Given

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Verified BOD5 when Oxygen Required in Aeration Tank is Given

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Verified BOD5 when Ratio of BOD to Ultimate BOD is 0.68

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Verified BOD5 when Ratio of BOD to Ultimate BOD is Given

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Verified Breaking Distance when Velocity is in Kmph

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5 More Braking Distance Calculators

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Verified Drainage Area for Peak Rate of Runoff

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Verified Maximum Rainfall Intensity given Peak Rate of Runoff

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Verified Peak Rate of Runoff from Burkli-Ziegler Formula

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Verified Runoff Coefficient for Peak Rate of Runoff

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Verified Slope of Ground Surface given Peak Rate of Runoff

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Verified Population by Buston's Formula given Quantity of Water

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Verified Quantity of Water by Buston's Formula

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Verified Moment for Maximum Intensity in horizontal plane on Buttress Dam

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Verified Moment for Minimum Intensity in horizontal plane on Buttress Dam

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Verified Moment of Inertia for Maximum Intensity in horizontal plane on Buttress Dam

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Verified Sectional area of base for Minimum Intensity in horizontal plane on Buttress Dam

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8 More Buttress Dams Calculators

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Verified Average Domestic Demand when Total Storage Capacity is Given

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Verified Average Domestic Demand when Value of McDonald Coefficient is Given

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Verified Capacity of Pump when Total Storage Capacity is Given

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Verified Capacity of Pump when Value of McDonald Coefficient is Given

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Verified Duration of Fire when Reserve Storage is Given

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Verified Fire Demand when Reserve Storage is Given

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Verified Fire Demand when Total Storage Capacity is Given

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Verified Fire Demand when Value of McDonald Coefficient is Given

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Verified McDonald Coefficient a when Total Storage Capacity is Given

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Verified McDonald Coefficient b when Total Storage Capacity is Given

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Verified Reserve Fire Pumping Capacity when Reserve Storage is Given

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Verified Reserve Storage

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Verified Total Storage Capacity of Reservoirs

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Verified Total Storage Capacity of Reservoirs when Value of McDonald Coefficient is Given

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Verified Diameter of Pipe when Dynamic Viscosity with length is Given

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Verified Dynamic Viscosity of fluids in flow

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Verified Length of Pipe when Dynamic Viscosity is established

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Verified Length of Reservoir using Dynamic Viscosity

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Verified Reservoir Area using Dynamic Viscosity

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Verified Specific Weight of Liquid using Dynamic Viscosity

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12 More Capillary Tube Viscometer Calculators

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Verified Catchment Area for Flood Discharge of Madras Catchment

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Verified Catchment Area given Flood Discharge within 24 km from Coast

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Verified Catchment Area in FPS Unit when Average Value of Constant is Given

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Verified Catchment Area when Average Value of Constant is Given

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Verified Catchment Area when Discharge in FPS Unit for Area within 24 KM to 161 KM from the Coast is Given

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Verified Catchment Area when Flood Discharge by Fanning's Formula is Given

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Verified Catchment Area when Flood Discharge for Area within 24 KM from the Coast is Given

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Verified Catchment Area when Flood Discharge for Area within 24 KM to 161 KM from the Coast is Given

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Verified Catchment Area when Flood Discharge for Catchment of Former Bombay Presidency is Given

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Verified Catchment Area when Flood Discharge for Limited Area Near Hills is Given

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Verified Catchment Area when Flood Discharge for Madras Catchment is Given

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Verified Catchment Area when Flood Discharge in FPS Unit by Fanning's Formula is Given

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Verified Catchment Area when Flood Discharge in FPS Unit by Inglis Formula is Given

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Verified Catchment Area when Flood Discharge in FPS Unit for Limited Area Near Hills is Given

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Verified Catchment Area when Flood Discharge is Given

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Verified Bowl Radius when Centrifugal Acceleration Force is Given

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Verified Centrifugal Acceleration Force in Centrifuge

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Verified Rotational Speed of Centrifuge when Centrifugal Acceleration Force is Given

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Verified Channel Flow Time Or Gutter Flow Time

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Verified Length of the Drain when Channel Flow Time is Given

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Verified Peak Rate of Runoff from Nawab Jung Bahadur Formula

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Verified Velocity in the Drain when Channel Flow Time is Given

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Verified Coefficient of Permeability when Aquifer Loss Coefficient is Given

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Verified Discharge when Aquifer Loss is Given

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Verified Drawdown given Well Loss

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Verified Radius of Influence when Aquifer Loss Coefficient is Given

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Verified Radius of Well when Aquifer Loss Coefficient is Given

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Created Temperature in Kelvin when Speed of Sound is Given

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Created Wavelength of Wave

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Verified Chezy's Constant when Velocity of Flow by Chezy's Formula is Given

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Verified Hydraulic Gradient when Velocity of Flow by Chezy's Formula is Given

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Verified Hydraulic Mean Radius of Channel

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Verified Hydraulic Mean Radius of Channel when Velocity of Flow by Chezy's Formula is Given

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Verified Velocity of Flow by Chezy's Formula

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Verified Wetted Perimeter with known Hydraulic Mean Radius of Channel

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Verified Chow's Function given Drawdown

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Verified Chow's Function when Constant dependent on Well Function is Given

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Verified Chow's Function when Well Function is Given

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Verified Angle of Sector when Top Width is Given

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Verified Diameter of Section given Wetted Area

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Verified Diameter of Section when Hydraulic Depth is Given

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Verified Diameter of Section when Hydraulic Radius for channel is Given

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Verified Hydraulic Depth of circle

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Verified Hydraulic Radius when angle is given

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Verified Section Factor for circle

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Verified Wetted Area for circle

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Verified Wetted Perimeter for circle

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5 More Circular Section Calculators

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Verified Depth of flow in most efficient channel for maximum velocity

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Verified Diameter of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given

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Verified Radius of Section when Depth of flow in Efficient Channel is Given

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

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Verified Radius of Section when Hydraulic Radius is Given

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Verified Wetted Perimeter given Discharge through Channels

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14 More Circular section Calculators

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Verified Area of Cross-section when Central Angle is established

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Verified Area of Cross-section when Discharge is Given

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Verified Diameter of pipe given Area of Cross-section

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Verified Diameter of the pipe when Hydraulic Mean Depth is established

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Verified Discharge when Pipe is Running Full

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Verified Hydraulic Mean Depth when Central Angle is established

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Verified Velocity while Running Full when Discharge is Given

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Verified Area of Cross-section while Running Partially Full when Discharge is Given

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Verified Area of Cross-section while Running Partially Full when Proportionate Area is Given

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Verified Area of Cross-section while Running Partially Full when Proportionate Discharge is Given

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Verified Discharge when Pipe Running Partially Full

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Verified Discharge when Pipe Running Partially Full when Proportionate Discharge is Given

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Verified Hydraulic Mean Depth while Running Partially Full when Only Proportionate Velocity is Given

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Verified Hydraulic Mean Depth while Running Partially Full when Proportionate Hydraulic Mean Depth is Given

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Verified Hydraulic Mean Depth while Running Partially Full when Proportionate Velocity is Given

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Verified Roughness Coefficient while Running Partially Full when Proportionate Velocity is Given

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Verified Velocity while Running Partially Full when Discharge is Given

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Verified Velocity while Running Partially Full when Proportionate Discharge is Given

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Verified Velocity while Running Partially Full when Proportionate Velocity is Given

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Verified Inflow Rate between Inter-Isochrone Area

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Verified Inter-Isochrone Area when Inflow is Given

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5 More Clark's Method for IUH Calculators

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Verified Clearance when Radius of Cylinder is Given

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Verified Dynamic Viscosity of Fluid Flow when torque is known

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Verified Dynamic Viscosity when Total Torque is Given

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Verified Height of Cylinder when Dynamic Viscosity of Fluid is Given

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

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Verified Speed of Outer Cylinder when Total Torque is Given

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Verified Speed of Outer Cylinder when Velocity Gradient is Given

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Verified Torque exerted on Outer Cylinder

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14 More Coaxial Cylinder Viscometers Calculators

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Verified Coefficient of Drag for Transition Settling

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Verified Coefficient of Drag for Transition Settling when Reynold Number is Given

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Verified Coefficient of Drag given Settling Velocity of Spherical Particle

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Verified Coefficient of Drag when Drag Force Offered by the Fluid is Given

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Verified Coefficient of Drag when Reynold Number is Given

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Verified Coefficient of Drag when Settling Velocity is Given

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Verified Coefficient of friction when stopping sight distance is given

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Verified Coefficient of Longitudinal Friction when velocity in Breaking Distance in in Kmph is Given

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2 More Coefficient of friction Calculators

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Verified Coefficient of Permeability given Discharge and Length of the Strainer

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Verified Coefficient of Permeability given Radius of Influence

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Verified Coefficient of Permeability when Discharge from Two Wells with Base 10 is Given

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Verified Coefficient of Permeability when Discharge in Unconfined Aquifer is Given

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Verified Coefficient of Permeability when Discharge in Unconfined Aquifer with Base 10 is Given

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Verified Coefficient of Permeability when Discharge of Two Wells under Consideration is Given

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Verified Coefficient of Permeability when Flow Velocity is Given

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Verified Coefficient of Permeability when Rate of Flow is Given

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Verified Coefficient of Permeability given Confined Aquifer Discharge

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Verified Coefficient of Permeability given Confined Aquifer Discharge with Base 10

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Verified Coefficient of Permeability when Depth of Water in Two Wells are Given

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Verified Coefficient of Permeability when Discharge in Confined Aquifer is Given

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Verified Coefficient of Permeability when Discharge in Confined Aquifer with Base 10 is Given

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Verified Coefficient of Transmissibility given Confined Aquifer Discharge

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Verified Coefficient of Transmissibility given Confined Aquifer Discharge with Base 10

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Verified Coefficient of Transmissibility when Depth of Water in Two Wells are Given

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Verified Coefficient of Transmissibility when Discharge in Confined Aquifer with Base 10 is Given

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Verified Coefficient of Transmissibility when Discharge is Given

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Verified Angle of Inclination when Factor of Safety against Sliding is Given

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Verified Angle of Inclination when Shear Strength of Soil is Given

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Verified Angle of Internal Friction when Factor of Safety against Sliding is Given

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Verified Angle of Internal Friction when Normal Stress of Cohesionless Soil is Given

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Verified Angle of Internal Friction when Shear Strength of Cohesionless Soil is Given

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Verified Angle of Internal Friction when Shear Strength of Soil is Given

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Verified Factor of Safety against Sliding when Angle of Internal Friction is Given

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Verified Normal Stress when Shear Strength of Cohesionless Soil is Given

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Verified Normal Stress when Shear Stress of Cohesionless Soil is Given

Go

Verified Shear Strength of Cohesionless Soil

Go

Verified Shear Strength of Soil when Angle of Internal Friction is Given

Go

Verified Shear Stress of Soil given Angle of Internal Friction

Go

Verified Shear Stress when Normal Stress of Cohesionless Soil is Given

Go

Verified Cohesion of Soil when Factor of Safety for Cohesive Soil is Given

Go

Verified Cohesion of Soil when Factor of Safety with Respect to Cohesion is Given

Go

Verified Cohesion of Soil when Mobilised Cohesion is Given

Go

Verified Cohesion when Critical Depth for Cohesive Soil is Given

Go

Verified Cohesion when Factor of Safety for Cohesive Soil is Given

Go

Verified Cohesion when Shear Strength of Cohesive Soil is Given

Go

Verified Cohesion when Stability Number for Cohesive Soil is Given

Go

Verified Critical Depth for Cohesive Soil

Go

Verified Critical Depth for Cohesive Soil when Factor of Safety with Respect to Cohesion is Given

Go

Verified Critical Depth when Stability Number for Cohesive Soil is Given

Go

Verified Depth at which Mobilised Cohesion is Considered when Critical Depth is Given

Go

Verified Depth at which Mobilised Cohesion is Considered when Stability Number is Given

Go

Verified Depth at which Mobilised Cohesion is Given

Go

Verified Depth of Prism given Factor of Safety for Cohesive Soil

Go

Verified Mobilised Cohesion

Go

Verified Mobilised Cohesion when Stability Number for Cohesive Soil is Given

Go

Verified Normal Stress when Factor of Safety for Cohesive Soil is Given

Go

Verified Normal Stress when Shear Strength of Cohesive Soil is Given

Go

Verified Shear Strength of Cohesive Soil

Go

Verified Shear Stress when Factor of Safety for Cohesive Soil is Given

Go

Verified Unit Weight of Soil when Critical Depth for Cohesive Soil is Given

Go

Verified Unit Weight of Soil when Factor of Safety for Cohesive Soil is Given

Go

Verified Unit Weight of Soil when Factor of Safety with Respect to Cohesion is Given

Go

Verified Unit Weight of Soil when Mobilised Cohesion is Given

Go

Verified Unit Weight of Soil when Stability Number for Cohesive Soil is Given

Go

Verified Bearing Capacity Factor Dependent on Cohesion for Circular Footing

Go

Verified Bearing Capacity Factor Dependent on Cohesion for Square Footing

Go

Verified Bearing Capacity for Circular Footing when Value of Bearing Capacity Factor is Given

Go

Verified Bearing Capacity of Cohesive Soil for Circular Footing

Go

Verified Bearing Capacity of Cohesive Soil for Square Footing

Go

Verified Cohesion of Soil for Circular Footing when Value of Bearing Capacity Factor is Given

Go

Verified Cohesion of Soil when Bearing Capacity for Circular Footing is Given

Go

Verified Cohesion of Soil when Bearing Capacity for Square Footing is Given

Go

Verified Effective Surcharge for Circular Footing when Value of Bearing Capacity Factor is Given

Go

Verified Effective Surcharge when Bearing Capacity for Circular Footing is Given

Go

Verified Effective Surcharge when Bearing Capacity for Square Footing is Given

Go

Verified Length of Footing when Bearing Capacity for Square Footing is Given

Go

Verified Width of Footing when Bearing Capacity for Square Footing is Given

Go

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

Go

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

Go

Verified Depth of Stiffener Lip

Go

Verified Flat Width Ratio for Deflection Determination

Go

Verified Flat Width Ratio for Safe Load Determination

Go

Verified Flat Width Ratio if Depth of Stiffener Lip is Provided

Go

Verified Flat Width Ratio if Plate Slenderness Factor is Given

Go

Verified Plate Slenderness Factor

Go

Verified Reduction Factor for Cold Form Strength Determination

Go

6 More Cold Formed or Light Weighted Steel Structures Calculators

Go

Created Design Shear given Shear Friction Reinforcement Area

Go

Created Eccentricity of Shear

Go

Created Reinforcement Yield Strength given Shear Friction Reinforcement Area

Go

Created Shear Friction Reinforcement Area

Go

Verified Critical Buckling Stress when Slenderness Parameter is Greater than 1.5

Go

Verified Critical Buckling Stress when Slenderness Parameter is Less than 1.5

Go

Verified Maximum Load on Axially Loaded Members

Go

Verified Slenderness Parameter

Go

Verified Height for known Wind Pressure

Go

4 More Columns Calculators

Go

Verified Distance from extreme fiber given Young's Modulus along with Radius and stress induced

Go

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

Go

19 More Combined Axial and Bending Loads Calculators

Go

Verified Compaction Production by Compaction Equipment

Go

Verified Compaction Production by Compaction Equipment when Efficiency Factor is Average

Go

Verified Compaction Production by Compaction Equipment when Efficiency Factor is Excellent

Go

Verified Compaction Production by Compaction Equipment when Efficiency Factor is Poor

Go

Verified Efficiency Factor when Compaction Production by Compaction Equipment is Given

Go

Verified Number of Passes when Compaction Production by Compaction Equipment is Given

Go

Verified Ratio of Pay to Loose when Compaction Production by Compaction Equipment is Given

Go

Verified Speed of Roller when Compaction Production by Compaction Equipment is Given

Go

Verified Thickness of lift when Compaction Production by Compaction Equipment is Given

Go

Verified Width of Roller given Compaction Production by Compaction Equipment

Go

Verified Back Bearing in Whole Circle Bearing System

Go

Verified Fore Bearing in Whole Circle Bearing System

Go

Verified Included Angle from Two Lines

Go

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

Go

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

Go

Verified Magnetic Bearing if True Bearing with East Declination is Given

Go

Verified Magnetic Bearing if True Bearing with West Declination is Given

Go

Verified Magnetic Declination to East

Go

Verified Magnetic Declination to West for Compass Surveying

Go

Verified True Bearing if Declination is in East

Go

Verified True Bearing if Declination is in West

Go

1 More Compass Surveying Calculators

Go

Verified Shear stress due to the effect of complementary shear stresses and shear stress in oblique plane

Go

5 More Complementary Induced Stress Calculators

Go

Verified Allowable stress in the flanges

Go

10 More Composite Construction Calculators

Go

Created 28-Day Concrete Compressive Strength

Go

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

Go

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

Go

18 More Compression Calculators

Go

Verified Allowable Compressive Stress Inclined to Grain

Go

Verified Pressure at AC

Go

Verified Pressure at BC

Go

Verified Mean Temperature in Entire Catchment when Run-off in cm is Given

Go

Verified Mean Temperature in Entire Catchment when Run-off is Given

Go

Verified Rainfall Intensity when Runoff Coefficient is Given

Go

Verified Runoff Coefficient when Rainfall Intensity is Given

Go

Verified Run-off Coefficient when Run-off is Given

Go

Verified Run-off when Run-off Coefficient is Given

Go

Verified Bed Slope when Discharge is Given

Go

Verified Conveyance of Channel Section

Go

Verified Hydraulic Radius of Channel Section when Conveyance of Channel Section is Given

Go

Verified Manning's Formula for Conveyance of Section

Go

15 More Computation of Uniform Flow Calculators

Go

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

Go

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

Go

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

Go

Verified Concentration of Solids in the Effluent when Mass of the Solids Removed is Given

Go

Verified Concentration of Solids in the Effluent when Sludge Age is Given

Go

Verified Concentration of Solids in the Returned Sludge

Go

Verified Concentration of Solids in the Returned Sludge when MLSS is Given

Go

Verified Concentration of Solids in the Returned Sludge when Sludge Age is Given

Go

Verified Confidence interval of variate bounded by X2

Go

Verified Equation for confidence interval of variate bounded by x2

Go

6 More Confidence Limits Calculators

Go

Verified Constant Depending upon Soil at Base of Well

Go

Verified Constant Depending upon Soil at Base of Well when Clay Soil is Given

Go

Verified Constant Depending upon Soil at Base of Well when Discharge from a Well is Given

Go

Verified Constant Depending upon Soil at Base of Well when Fine Sand is Given

Go

Verified Constant Depending upon Soil at Base of Well when Specific Capacity is Given

Go

Verified Constant Depending upon Soil at Base of Well with Base 10

Go

Verified Constant Depression Head when Discharge and Time in Hours is Given

Go

Verified Constant Depression Head when Discharge from a Well is Given

Go

Verified Mean Velocity of Water Percolating into the Well

Go

Verified Percolation Intensity Coefficient when Discharge is Given

Go

Verified Time in Hours when Specific Capacity of an Open Well is Given

Go

Verified Time in Hours when Specific Capacity of an Open Well with Base 10 is Given

Go

Created Area for Siphon Throat

Go

Created Coefficient of Discharge given Area for Siphon Throat

Go

Created Depth of Flow over Weir given Flow Diversion

Go

Created Discharge given Area for Siphon Throat

Go

Created Flow Diversion for Side Weir

Go

Created Head given Area for Siphon Throat

Go

Created Length of Weir given Flow Diversion

Go

Verified Bed Slope of the Sewer when Flow Velocity by Crimp and Burge's Formula is Given

Go

Verified Flow Velocity by Crimp and Burge's Formula

Go

Verified Hydraulic Mean Depth when Flow Velocity by Crimp and Burge's Formula is Given

Go

Verified Critical Depth in the Control Section

Go

Verified Critical Depth when Discharge Through the Control Section is Given

Go

Verified Critical Depth when Total Critical Energy is Given

Go

Verified Critical Depth when Total Energy at Critical Point is Given

Go

3 More Critical Depth Calculators

Go

Verified Critical Depth for Parabolic Channel

Go

Verified Critical Depth for Triangular Channel

Go

Verified Critical Depth of Flow when Critical Energy for Parabolic Channel is Given

Go

Verified Critical Depth when Critical Energy for Rectangular Channel is Given

Go

Verified Critical Energy for Parabolic Channel

Go

Verified Critical Energy for Rectangular Channel

Go

Verified Critical Section Factor

Go

Verified Discharge when Critical Depth for Parabolic Channel is Given

Go

Verified Discharge when Critical Section Factor is Given

Go

Verified Side Slope of Channel when Critical Depth for Parabolic Channel is Given

Go

Verified Side Slope of Channel when Critical Depth for Triangular Channel is Given

Go

5 More Critical Flow And Its Computation Calculators

Go

Created Critical Oxygen Deficit

Go

Created Critical Oxygen Deficit in First Stage Equation

Go

Created Critical Oxygen Deficit when Self Purification Constant is Given

Go

Created Critical Time

Go

Created Critical Time in terms of Self Purification Constant when Critical Oxygen Deficit is Given

Go

Created Critical Time in terms of Self Purification Factor

Go

Created Critical Time when Critical Oxygen Deficit is Given

Go

Created Critical Time when Log value of Critical Oxygen Deficit is Given

Go

Created Critical Time when Self Purification Constant is Given

Go

Verified Critical Velocity when Critical Depth in the Control Section is Given

Go

Verified Critical Velocity when Depth of Section is Given

Go

Verified Critical Velocity when Discharge Through the Control Section is Given

Go

Verified Critical Velocity when Head Loss is Given

Go

Verified Critical Velocity when Total Energy at Critical Point is Given

Go

2 More Critical Velocity Calculators

Go

Verified Cross-sectional Area of Flow into the well when Discharge from an Open Well is Given

Go

Verified Cross-sectional Area of Flow into the well when Discharge is Given

Go

Verified Cross-sectional Area of Well when Specific Capacity for Clay Soil is Given

Go

Verified Cross-sectional Area of Well when Specific Capacity for Coarse Sand is Given

Go

Verified Cross-sectional Area of Well when Specific Capacity for Fine Sand is Provided

Go

Verified Cross-sectional Area of Well when Specific Capacity is Given

Go

Verified Cross-sectional Area of Well when Clay Soil is Given

Go

Verified Cross-sectional Area of Well when Constant Depending upon Soil at Base is Given

Go

Verified Cross-sectional Area of Well when Constant Depending upon Soil at Base with Base 10 is Given

Go

Verified Cross-sectional Area of well when Discharge and Constant Depression Head is Given

Go

Verified Cross-sectional Area of Well when Discharge from a Well is Given

Go

Verified Cross-sectional Area of Well when Fine Sand is Given

Go

Verified Bed Slope using the Mannings equation

Go

Verified Entrance Loss Coefficient when Head on Entrance using Mannings formula is Given

Go

Verified Head on Entrance measured from Bottom of Culvert using Mannings formula

Go

Verified Hydraulic Radius when Head on Entrance using Mannings formula is Given

Go

Verified Mannings Formula for Bed Slope given Velocity of Flow in Culverts

Go

Verified Manning's Formula for Roughness Coefficient given Velocity of Flow in Culverts

Go

Verified Normal Depth of Flow when Head on Entrance measured from Bottom using Mannings formula is Given

Go

Verified Roughness Coefficient when Head on Entrance using Mannings formula is Given

Go

Verified Velocity of Flow through Mannings Formulas in Culverts

Go

5 More Culverts on Subcritical Slopes Calculators

Go

Verified Deflection Angle given Length of Curve

Go

Verified Length of Curve

Go

Verified Radius of Curve given Length

Go

9 More Curves Calculators

Go

Verified D.O Saturation for Sewage when Correction Factor is 0.8

Go

Verified D.O Saturation for Sewage when Correction Factor is 0.85

Go

Verified Dissolved Oxygen Saturation for Sewage

Go

Verified Area when Discharge under Dams on Soft or Porous Foundations is Given

Go

Verified Depth below Surface when Neutral stress per unit area for Dams on Soft Foundations is Given

Go

Verified Equipotential Lines when Hydraulic gradient per unit head for Dams on Soft Foundations is Provided

Go

Verified Length of Conduit when Neutral stress per unit area for Dams on Soft Foundations is Given

Go

Verified New Material Coefficient C2 for Dams on Soft or Porous Foundations

Go

Verified Number of Beds Given the Hydraulic gradient per unit head for Dams on Soft Foundations

Go

Verified Permeability when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Go

17 More Dams on Soft or Porous Foundations Calculators

Go

Verified Shear Velocity

Go

20 More Darcy – Weisbach Equation Calculators

Go

Verified Apparent Velocity of Seepage

Go

Verified Apparent velocity of seepage when discharge and cross sectional area is given

Go

Verified Coefficient of Permeability when Apparent Velocity of Seepage is Given

Go

Verified Hydraulic Gradient when Apparent Velocity of Seepage is Given

Go

3 More Darcy's Law Calculators

Go

Verified Average Velocity of Flow when Head Loss is established

Go

Verified Average Velocity of Flow when Internal Radius of Pipe is Given

Go

Verified Darcy's Coefficient of Friction when Head Loss is established

Go

Verified Darcy's Coefficient of Friction when Internal Radius of Pipe is Given

Go

Verified Head Loss due to Friction by Darcy Weisbach Equation

Go

Verified Head Loss due to Friction when Internal Radius of Pipe is Given

Go

Verified Internal Diameter of Pipe when Head Loss is established

Go

Verified Internal Radius of Pipe when Head Loss is Given

Go

Verified Length of Pipe When Head Loss due to Friction is established

Go

Verified Length of Pipe When Internal Radius of Pipe is Given

Go

Created Darcy Weishbach Friction Factor when Length of Tank with respect to Darcy Weishbach Factor is Given

Go

Created Darcy Weishbach Friction Factor when Surface Area with respect to Darcy Weishbach Factor is Given

Go

Created Darcy-Weishbach Friction Factor in terms of Displacement Velocity by Camp

Go

Created Darcy-Weishbach Friction Factor when Displacement Velocity for Fine Particles is Given

Go

Verified Diameter of Piston when Pressure reduction over the Length of Piston is Given

Go

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

Go

Verified Length of Piston for Pressure Drop over the Piston

Go

Verified Length of piston for shear force resisting motion of piston

Go

Verified Pressure Drop over the Length of Piston when Vertical Upward Force on Piston is Given

Go

Verified Shear Force resisting motion of piston

Go

Verified Shear Force when Total Force is Given

Go

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

Go

Verified Vertical Upward Force on Piston

Go

15 More Dash - Pot Mechanism Calculators

Go

Created Air content with respect to degree of saturation

Go

Verified Buoyant Unit Weight of Soil with Saturation 100 Percent

Go

Created Degree of saturation given air content with respect to degree of saturation

Go

Created Degree of saturation of soil sample

Go

Created Degree of saturation when percentage air voids in terms of void ratio is given

Go

Created Degree of saturation when void ratio in terms of specific gravity is given

Go

Created Volume of voids when degree of saturation of soil sample is given

Go

Created Volume of water when degree of saturation of soil sample is given

Go

Created Mass Density of Fluid in terms of Impelling Force

Go

Created Mass Density of Fluid using Settling Velocity with respect to Dynamic Viscosity

Go

Created Mass Density of Fluid when Frictional Drag is Given

Go

Created Mass Density of Fluid when Particle Reynold's Number is Given

Go

Created Mass Density of Fluid when Settling Velocity is Given

Go

Created Mass Density of Particle when Impelling Force is Given

Go

Created Mass Density of Particle when Settling Velocity is Given

Go

Created Mass Density of Particle when Settling Velocity with respect to Dynamic Viscosity is Given

Go

Created Bulk density of soil

Go

Created Density of solids

Go

Created Density of water given submerged density with respect to saturated density

Go

Created Dry density of soil

Go

Created Mass of saturated sample when saturated density of soil is given

Go

Created Mass of solids given density of solids

Go

Created Mass of solids when dry density of soil is given

Go

Created Saturated density of soil

Go

Created Saturated density when submerged density with respect to saturated density

Go

Created Submerged density of soil

Go

Created Submerged density with respect to saturated density

Go

Created Submerged mass of soil when submerged density of soil is given

Go

Created Total mass of soil given bulk density of soil

Go

Created Total volume of soil when bulk density of soil is given

Go

Created Total volume of soil when dry density of soil is given

Go

Created Total volume when saturated density of soil is given

Go

Created Total volume when submerged density of soil is given

Go

Verified Density of Water when Coefficient of Drag is Given

Go

Verified Density of Water when Drag Force Offered by the Fluid is Given

Go

Verified Density of Water when Kinematic Viscosity of Water is Given

Go

Created Deoxygenation Coefficient when Self Purification Constant is Given

Go

Created Deoxygenation Constant in terms of Self Purification Constant when Critical Oxygen Deficit is Given

Go

Created Deoxygenation Constant when Critical Time in terms of Self Purification Factor is Given

Go

Created Deoxygenation Constant when Log value of Critical Oxygen Deficit is Given

Go

Created Deoxygenation Constant

Go

Created De-oxygenation Constant

Go

Created Deoxygenation Constant at 20 degree Celsius

Go

Created Deoxygenation Constant at given Temperature

Go

Created De-oxygenation Constant when Organic Matter Present at the Start of BOD is Given

Go

Created De-oxygenation Constant when Total Amount of Organic Matter Oxidised is Given

Go

Verified Constant Depression Head when Specific Capacity for Clay Soil is Given

Go

Verified Constant Depression Head when Specific Capacity for Coarse Sand is Given

Go

Verified Constant Depression Head when Specific Capacity for Fine Sand is Given

Go

Verified Constant Depression Head when Specific Capacity is Given

Go

Verified Depression Head when Discharge is Given

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped and Clay Soil is Present

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped and Coarse Sand is Present

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped and Constant is Given

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped and Constant with Base 10 is Given

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped and Fine Sand is Present

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped with Base 10

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped with Base 10 and Clay soil is Present

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped with Base 10 and Fine Sand is Present

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped with Base 10 in Coarse Sand

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped with known Discharge and Time

Go

Verified Depression Head in the Well given Pumping Stopped and Coarse Sand is Present

Go

Verified Depression Head in the Well given Pumping Stopped and Fine Sand is Present

Go

Verified Depression Head in the Well given Pumping Stopped with Base 10 and Clay soil is Present

Go

Verified Depression Head in the Well given Pumping Stopped with Base 10 and Coarse Sand is Present

Go

Verified Depression Head in the Well given Pumping Stopped with Base 10 and Fine Sand is Present

Go

Verified Depression Head in the Well given Pumping Stopped with Discharge

Go

Verified Depression Head in the Well when Pumping Stopped

Go

Verified Depression Head in the Well when Pumping Stopped and Constant is Given

Go

Verified Depression Head in the Well when Pumping Stopped and Constant with Base 10 is Given

Go

Verified Depression Head in the Well when Pumping Stopped with Base 10

Go

Verified Depression Head in well given pumping stopped and clay soil is present

Go

Verified Depth when Critical Velocity is Given

Go

Verified Depth when Discharge for Rectangular Channel Section is given

Go

2 More Depth of Channel Calculators

Go

Verified Depth of Actual Filter when Treatability Constant is Given

Go

Verified Depth of Filter when Treatability Constant is Given

Go

Verified Depth of Tank when Detention Time is Given

Go

Verified Depth of Tank when Flow Velocity is Given

Go

Verified Depth of tank when Height to Length Ratio is Given

Go

Verified Height of Tank when Detention Time for a Circular Tank is Given

Go

Verified Height of Tank when Flow Velocity is Given

Go

Verified Depth of Water in Well 1 when Drawdown in Well 1 is Given

Go

Verified Depth of Water in Well 2 when Drawdown in Well 2 is Given

Go

Verified Radial Distance from Well 1 when Aquifer Constant is Given

Go

Verified Radial Distance from Well 2 when Aquifer Constant is Given

Go

Verified Depth of Water at Point 1 when Discharge from Two Wells with Base 10 is Given

Go

Verified Depth of Water at Point 1 when Discharge of Two Wells under Consideration is Given

Go

Verified Depth of Water at Point 2 when Discharge from Two Wells with Base 10 is Given

Go

Verified Depth of Water at Point 2 when Discharge of Two Wells under Consideration is Given

Go

Verified Depth of Water in the Well when Discharge in Unconfined Aquifer is Given

Go

Verified Depth of Water in the Well when Discharge in Unconfined Aquifer with Base 10 is Given

Go

Verified Depth of Water in Well given Drawdown Value measured at the Well

Go

Verified Depth of Water in 1st Well when Coefficient of Transmissibility is Given

Go

Verified Depth of Water in 1st Well when Confined Aquifer Discharge is Given

Go

Verified Depth of Water in 2nd Well when Coefficient of Transmissibility is Given

Go

Verified Depth of Water in 2nd Well when Confined Aquifer Discharge is Given

Go

Verified Depth of Water in Well when Coefficient of Transmissibility is Given

Go

Verified Depth of Water in Well when Coefficient of Transmissibility with Base 10 is Given

Go

Verified Depth of Water in Well when Discharge in Confined Aquifer is Given

Go

Verified Depth of Water in Well when Discharge in Confined Aquifer with Base 10 is Given

Go

Verified Average Daily Consumption of Chlorine

Go

Verified Average Flow when Average Daily Consumption of Chlorine is Given

Go

Verified Average Flow when Capacity of the Chlorinator at Peak Flow is Given

Go

Verified Capacity of the Chlorinator at Peak Flow

Go

Verified Dosage Used when Average Daily Consumption of Chlorine is Given

Go

Verified Dosage Used when Capacity of the Chlorinator at Peak Flow is Given

Go

Verified Number of Coliform Organisms at Any Initial Time

Go

Verified Number of Coliform Organisms at Any Particular Time

Go

Verified Peaking Factor when Capacity of the Chlorinator at Peak Flow is Given

Go

Verified Residence Time when Number of Coliform Organisms at Any Particular Time is Provided

Go

Verified Total Chlorine Residual at Any Particular Time

Go

Verified Actual Solid Loading Rate of Circular Settling Tanks

Go

Verified Assumed Solid Loading Rate of Circular Settling Tanks

Go

Verified Average Daily Load when Peak Discharge in Circular Settling Tanks is Given

Go

Verified Design Surface Loading Rate when Surface Area of Circular Settling Tank is Given

Go

Verified Influent Flow Rate when Return Activated Sludge Flow Rate is Given

Go

Verified Maximum Solids Entering the Clarifier

Go

Verified Maximum Solids when Solid Loading Rate is Given

Go

Verified Mixed Liquor Suspended Solids in Aeration Tank when Maximum Solids is Given

Go

Verified Peak Discharge in Circular Settling Tanks

Go

Verified Peak Discharge when Surface Area of Circular Settling Tank is Given

Go

Verified Peaking Factor when Peak Discharge in Circular Settling Tanks is Given

Go

Verified Return Activated Sludge Flow Rate

Go

Verified Return Activated Sludge Flow Rate when Maximum Solids Entering the Clarifier is Given

Go

Verified Solids Processed when Actual Solid Loading Rate is Given

Go

Verified Surface Area in terms of Solid Loading Rate

Go

Verified Surface Area of Circular Settling Tank

Go

Verified Total Settling Tank Surface Area when Actual Solid Loading Rate is Given

Go

Created Recirculation Ratio

Go

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

Go

Verified Dewatered Sludge or Cake Discharge Rate

Go

Verified Percent Reduction in Sludge Volume

Go

Verified Solids Recovery when Dewatered Sludge Discharge Rate is Given

Go

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

Go

Verified Air supply required in Grit Chamber

Go

Verified Assumed Grit Quantity when Volume of Aerated Grit Chamber is Given

Go

Verified Chamber Length when Air supply required is Given

Go

Verified Chosen Air Supply when Air supply required is Given

Go

Verified Chosen Depth when Width of Grit Chamber is Given

Go

Verified Depth when Length of Grit Chamber is Given

Go

Verified Detention Time when Volume of Each Grit Chamber is Given

Go

Verified Length of Grit Chamber

Go

Verified Peak Flow Rate when Volume of Each Grit Chamber is Given

Go

Verified Selected Width-Ratio when Width of Grit Chamber is Given

Go

Verified Volume Flow Rate Handled when Volume of Aerated Grit Chamber is Given

Go

Verified Volume of Aerated Grit Chamber

Go

Verified Volume of Each Grit Chamber

Go

Verified Volume when Length of Grit Chamber is Given

Go

Verified Width of Grit Chamber

Go

Verified Width when Length of Grit Chamber is Given

Go

Verified Density of air when Volume of Air Required is Given

Go

Verified Density of Water when Volume of Digested Sludge is Given

Go

Verified Digester Total Suspended Solids when Volume of Aerobic Digester is Given

Go

Verified Influent Average Flow Rate when Volume of Aerobic Digester is Given

Go

Verified Influent Suspended Solids when Volume of Aerobic Digester is Given

Go

Verified Initial Weight of Oxygen when Weight of Oxygen Required is Given

Go

Verified Percent Solids when Volume of Digested Sludge is Given

Go

Verified Reaction Rate Constant when Volume of Aerobic Digester is Given

Go

Verified Solids Retention Time when Volume of Aerobic Digester is Given

Go

Verified Specific Gravity of Digested Sludge when Volume of Digested Sludge is Given

Go

Verified Volatile Fraction of Digester Suspended Solids when Volume of Aerobic Digester is Given

Go

Verified Volume of Aerobic Digester

Go

Verified Volume of Air Required at Standard Conditions

Go

Verified Volume of Digested Sludge

Go

Verified VSS as Mass Flow Rate when Weight of Oxygen Required is Given

Go

Verified Weight of Oxygen Required to Destroy the VSS

Go

Verified Weight of Oxygen Required when Volume of Air Required is Given

Go

Verified Weight of Sludge when Volume of Digested Sludge is Given

Go

Verified Weight of VSS when Weight of Oxygen Required is Given

Go

Verified BOD In when Percent Stabilization is Given

Go

Verified BOD In when Quantity of Volatile Solids is Given

Go

Verified BOD In when Volume of Methane Gas Produced is Given

Go

Verified BOD Out when Percent Stabilization is Given

Go

Verified BOD Out when Quantity of Volatile Solids is Given

Go

Verified BOD Out when Volume of Methane Gas Produced is Given

Go

Verified BOD Per Day when Volumetric Loading in an Anaerobic Digester is Given

Go

Verified Endogenous Coefficient when Quantity of Volatile Solids is Given

Go

Verified Hydraulic Retention Time when Volume Required for an Anaerobic Digester is Given

Go

Verified Influent Sludge Flow Rate when Volume Required for an Anaerobic Digester is Given

Go

Verified Mean Cell Residence Time when Quantity of Volatile Solids is Given

Go

Verified Percent Stabilization

Go

Verified Quantity of Volatile Solids Produced Each Day

Go

Verified Volatile Solids Produced when Percent Stabilization is Given

Go

Verified Volatile Solids Produced when Volume of Methane Gas Produced is Given

Go

Verified Volume of Methane Gas Produced at Standard Conditions

Go

Verified Volume Required for an Anaerobic Digester

Go

Verified Volumetric Flow Rate when Volumetric Loading in an Anaerobic Digester is Given

Go

Verified Volumetric Loading in an Anaerobic Digester

Go

Verified Yield Coefficient when Quantity of Volatile Solids is Given

Go

Verified Depth of Tank when Volume of Conical Humus Tank is Given

Go

Verified Depth of the Tank when Top Area is Given

Go

Verified Diameter of Tank when Volume of Conical Humus Tank is Given

Go

Verified Top Area of Tank when Volume of Conical Humus Tank is Given

Go

Verified Volume of Conical Humus Tank

Go

Verified Volume of Conical Humus Tank when Top Area is Given

Go

Verified Height to Length Ratio when Settling Velocity is Given

Go

Verified Length to Depth Ratio when Settling Velocity is Given

Go

Verified Overflow Rate when Discharge is Given

Go

Verified Rate of Flow when Detention Time is Given

Go

Verified Volume of Tank when Detention Time is Given

Go

Verified Coefficient of Discharge when Distance in X Direction from Center of Weir is Given

Go

Verified Distance in X Direction from Center of Weir

Go

Verified Distance in Y Direction from Crest of Weir

Go

Verified Half Width of Bottom Portion of the Weir

Go

Verified Horizontal Flow Velocity given Distance in X Direction from Center of Weir

Go

Verified Horizontal Flow Velocity when Half Width of Bottom Portion of the Weir is Given

Go

Verified Width of Channel given Distance in X Direction from Center of Weir

Go

Verified Width of Channel when Half Width of Bottom Portion of the Weir is Given

Go

Verified Number of Threads in Engagement with Nut given Unit Bearing Pressure

Go

21 More Design of Screw and Nut Calculators

Go

Verified Depth of Drains for Drains upto 15 Cumecs

Go

Verified Width of Drain when Depth of Drains for Drains upto 15 Cumecs is Given

Go

Created Area when Hydraulic Loading is Given

Go

Created Hydraulic Loading to each Filter

Go

Created Axial Load at Balanced Condition

Go

Created Axial Moment at Balanced Condition

Go

Created Bending Moment for Spiral Columns

Go

Created Bending Moment for Tied Columns

Go

Created Reinforcement Yield Strength when Axial Load for Tied Columns is Given

Go

Created Tension Reinforcement Area when Axial Load for Tied Columns is Given

Go

7 More Design Under Axial Compression with Biaxial Bending Calculators

Go

Verified Detention Time for a Circular Tank

Go

Verified Detention Time for a Rectangular Tank

Go

Verified Detention Time when Discharge is Given

Go

Created Detention Period when Falling Speed of Smaller Particle is Given

Go

Created Detention Time in Sedimentation Tank

Go

Created Detention Time when Displacement Efficiency of Sedimentation Tank is Given

Go

Created Detention Time with respect to Discharge Rate

Go

Verified Constant Factor when Population at Last Census is Given

Go

Verified Earlier Census Date when Constant Factor is Given

Go

Verified Earlier Census Date when Proportionality Factor is Given

Go

Verified Last Census Date when Constant Factor is Given

Go

Verified Last Census Date when Proportionality Factor is Given

Go

Verified Population at Earlier Census

Go

Verified Population at Last Census

Go

Verified Population at Last Census when Proportionality Factor is Given

Go

Verified Proportionality Factor when Population at Last Census is Given

Go

Created Average Rainfall Rate given Stormwater

Go

Created Coefficient of Runoff given Stormwater

Go

Created Drainage Area given Stormwater

Go

Created Stormwater Flow

Go

Verified Diameter of the Grain for given Friction Factor

Go

Verified Diameter of the Grain for known Rugosity Coefficient

Go

Verified Diameter of the Grain for known Self Cleaning Invert Slope

Go

Verified Diameter of the Grain given Self Cleansing velocity

Go

Verified Diameter of Particle Settling Velocity for Inorganic Solids is Given

Go

Verified Diameter of Particle when Settling Velocity and Coefficient of Drag is Given

Go

Verified Diameter of Particle when Settling Velocity for Modified Hazen's Equation is Given

Go

Verified Diameter of Particle when Settling Velocity for Organic Matter is Given

Go

Verified Diameter of Particle when Settling Velocity for Turbulent Settling is Given

Go

Verified Diameter of Particle when Settling Velocity within Transition Zone is Given

Go

Verified Diameter of the Particle when Coefficient of Drag is Given

Go

Verified Diameter of the Particle when Reynold Number is Given

Go

Verified Diameter of the Particle when Settling Velocity of Spherical Particle is Given

Go

Created Diameter for Settling Velocity with respect to Kinematic Viscosity

Go

Created Diameter given Settling Velocity at 10 degree Celsius

Go

Created Diameter given Settling Velocity in terms of Celsius

Go

Created Diameter given temperature in terms of Celsius for diameter greater than 0.1mm

Go

Created Diameter given temperature in terms of Fahrenheit

Go

Created Diameter in terms of Displacement Velocity by Camp

Go

Created Diameter of Particle given Settling Velocity with respect to Specific Gravity

Go

Created Diameter of Particle when Particle Reynold's Number is Given

Go

Created Diameter of Particle when Settling Velocity is Given

Go

Created Diameter of Particle when Volume of Particle is Given

Go

Created Diameter when Settling Velocity in terms of Fahrenheit

Go

Created Diameter when Settling Velocity with respect to Dynamic Viscosity is Given

Go

Created Diameter when Specific Gravity of Particle and Viscosity is Given

Go

Verified Catchment Area when Peak Rate of Runoff is Given

Go

Verified Factors Dependent Constant when Peak Rate of Runoff is Given

Go

Verified Peak Rate of Runoff from Dicken's Formula

Go

Verified Confined Aquifer Discharge when Aquifer Constant is Given

Go

Verified Discharge when Aquifer Constant is Given

Go

Verified Discharge when Difference in Drawdowns at Two Wells is Given

Go

Verified Discharge of Full Flow when Hydraulic Mean Depth for Partial flow is Given

Go

Verified Discharge of Full Flow when Hydraulic Mean Depth Ratio is Given

Go

Verified Discharge Ratio when Hydraulic Mean Depth for Full Flow is Given

Go

Verified Discharge Ratio when Hydraulic Mean Depth Ratio is Given

Go

Verified Self Cleansing Discharge when Hydraulic Mean Depth for Full Flow is Given

Go

Verified Self Cleansing Discharge when Hydraulic Mean Depth Ratio is Given

Go

Verified Discharge from a Well when Specific Capacity for Clay Soil is Given

Go

Verified Discharge from a Well when Specific Capacity for Coarse Sand is Given

Go

Verified Discharge from a Well when Specific Capacity for Fine Sand is Given

Go

Verified Discharge from a Well when Specific Capacity is Given

Go

Verified Discharge from an Open Well when Depression Head is Given

Go

Verified Discharge from an Open Well when Mean Velocity of Water Percolating is Given

Go

Verified Discharge Coefficient with known discharge

Go

Verified Discharge for Rectangular Channel Section using manning's equation

Go

Verified Discharge Passing Through the Parshall Flume when Discharge Coefficient is Given

Go

Verified Discharge Through the Control Section

Go

3 More Discharge in Channel Calculators

Go

Verified Discharge Entering the Basin when Cross-section Area of Tank is Given

Go

Verified Discharge Entering the Basin when Flow Velocity is Given

Go

Verified Discharge Entering the Basin when Settling Velocity is Given

Go

Verified Discharge when Detention Time for a Circular Tank is Given

Go

Verified Discharge when Detention Time for a Rectangular Tank is Given

Go

Verified Discharge when Height to Length Ratio is Given

Go

Verified Discharge when Overflow Rate is Given

Go

Verified Discharge when Plan Area is Given

Go

Verified Discharge when Plan Area is Given for Particular Sized Particle

Go

Verified Discharge when Settling Velocity of Particular Sized Particle is Given

Go

Verified Discharge given Difference Between Modified Drawdowns

Go

Verified Unconfined Aquifer Discharge when Aquifer Constant is Given

Go

Verified Discharge in Well under Constant Depression Head

Go

Verified Discharge in Well when Constant Depression Head and Area of Well is Given

Go

Verified Discharge when Drawdown is established

Go

Verified Discharge when Formation Constant T is Given

Go

Verified Discharge when Time at 1st and 2nd Instance is Given

Go

Created Discharge Rate when Detention Time in Sedimentation Tank is Given

Go

Created Discharge Rate when Detention Time is Given

Go

Created Discharge Rate when Height at Outlet Zone with respect to Area of Tank is Given

Go

Created Discharge Rate when Height at Outlet Zone with respect to Discharge is Given

Go

Created Discharge Rate when Ratio of Removal with respect to Discharge is Given

Go

Created Discharge Rate when Vertical Falling Speed in Sedimentation Tank is Given

Go

Created Discharge Rate when Vertical Falling Speed in Sedimentation Tank with respect to Area is Given

Go

Created Discharge Rate with respect to Settling Velocity

Go

Created Displacement Efficiency of Sedimentation Tank

Go

Created Flow through Period when Displacement Efficiency of Sedimentation Tank is Given

Go

Created Beta Constant in terms of Displacement Velocity by Camp

Go

Created Displacement Velocity by Camp

Go

Created Displacement Velocity for Fine Particles

Go

Created Displacement Velocity in terms of Settling Velocity

Go

Created Displacement Velocity when friction factor is 0.025

Go

Verified Maximum Rate of Effluent Application of Leaching Surface

Go

Verified Maximum Rate of Effluent Application of Leaching Surface by BIS

Go

Verified Standard Percolation Rate when Maximum Rate of Effluent Application by BIS is Given

Go

Verified Standard Percolation Rate when Maximum Rate of Effluent Application is Given

Go

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

Go

Verified Depression in Curb Inlet when Runoff Quantity with Full Gutter flow is given

Go

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

Go

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

Go

6 More Disposing of storm water Calculators

Go

Created Actual DO

Go

Created Mixing Concentration

Go

Created River Stream Concentration

Go

Created River Stream Flow Rate

Go

Created Saturation DO

Go

Created Sewage Concentration

Go

Created Sewage Flow Rate

Go

Created DO Consumed by Diluted Sample when BOD in Sewage is Given

Go

Created DO Consumed by Diluted Sample when Dilution Factor is Given

Go

Verified Dosing Rate

Go

Verified Dosing Rate when Rotational Speed is Given

Go

Created Drag Coefficient when Frictional Drag is Given

Go

Created Drag Coefficient when Settling Velocity is Given

Go

Created Drag Coefficient when Settling Velocity with respect to Specific Gravity is Given

Go

Created Drag Coefficient with respect to Reynold's Number

Go

Created General form of Drag Coefficient

Go

Verified Angle of Inclination given drag force

Go

Verified Bed Slope of the Channel when Drag Force is Given

Go

Verified Drag Force Exerted by Flowing Water

Go

Verified Drag Force or Intensity of Tractive force

Go

Verified Rugosity Coefficient when Drag Force is Given

Go

Verified Thickness of Sediment when Drag Force is Given

Go

Verified Unit weight of Water when Drag Force is Given

Go

Verified Area of Particle when Drag Force Offered by the Fluid is Given

Go

Verified Drag Force Offered by the Fluid

Go

Verified Velocity of Fall when Drag Force Offered by the Fluid is Given

Go

Created Drag Force as per Stokes Law

Go

Created Frictional Drag

Go

Created Projected Area when Frictional Drag is Given

Go

Created The Diameter when Drag Force as per Stokes Law is Given

Go

Verified Change in Drawdown given Chow's Function

Go

Verified Change in Drawdown when Formation Constant T is Given

Go

Verified Change in Drawdown when Time at 1st and 2nd Instance is Given

Go

Verified Drawdown given Chow's Function

Go

Verified Drawdown given Well Function

Go

Verified Drawdown at the Well given Radius of Influence

Go

Verified Drawdown Value measured at the Well

Go

Verified Drawdown at the Well given Coefficient of Transmissibility

Go

Verified Drawdown at the Well given Coefficient of Transmissibility with Base 10

Go

Verified Drawdown at the Well given Confined Aquifer Discharge

Go

Verified Drawdown at the Well given Confined Aquifer Discharge with Base 10

Go

Verified Difference in Drawdowns at Two Wells when Aquifer Constant is Given

Go

Verified Drawdown in Well 1 when Aquifer Constant and Discharge is Given

Go

Verified Drawdown in Well 1 when Aquifer Constant is Given

Go

Verified Drawdown in Well 1 when Thickness of Aquifer from Impermeable Layer is Given

Go

Verified Drawdown in Well 2 when Aquifer Constant and Discharge is Given

Go

Verified Drawdown in Well 2 when Aquifer Constant is Given

Go

Verified Drawdown in Well 2 when Thickness of Aquifer from Impermeable Layer is Provided

Go

Verified Catchment Area when Peak Rate of Runoff from Dredge Formula is Given

Go

Verified Length of the Drain when Peak Rate of Runoff from Dredge Formula is Given

Go

Verified Peak Rate of Runoff from Dredge Formula

Go

Created Dry unit weight in terms of percentage of air voids

Go

Created Dry unit weight in terms of unit weight of solids

Go

Created Dry unit weight in terms of water content

Go

Created Dry unit weight in terms of water content at full saturation

Go

Verified Dry Unit Weight of Soil when Saturation is 0 Percent

Go

Created Dry unit weight when bulk unit weight in terms of degree of saturation is given

Go

Created Dry unit weight when submerged unit weight of soil in terms of porosity is given

Go

Verified Dynamic Viscosity when Mean Velocity of Flow with Pressure Gradient is Given

Go

Verified Dynamic Viscosity when Pressure Head Drop is Given

Go

4 More Dynamic Viscosity Calculators

Go

Created Dynamic Viscosity for Settling Velocity with respect to Dynamic Viscosity

Go

Created Dynamic Viscosity when Drag Force as per Stokes Law is Given

Go

Created Dynamic Viscosity when Particle Reynold's Number is Given

Go

Verified Coefficient of Permeability when Maximum and Minimum permeability is Given for a Earth Dam

Go

Verified Coefficient of Permeability when Quantity of seepage in length of dam is given

Go

Verified Maximum Permeability when Coefficient of Permeability is Given for a Earth Dam

Go

Verified Minimum Permeability when Coefficient of Permeability is Given for a Earth Dam

Go

Verified Setup above Pool Level using Zuider Zee Formula

Go

Verified Superficial area of flow Given the Seepage Discharge in an Earth Dam

Go

Verified Zuider Zee formula for Average depth of Water given Setup above Pool level

Go

18 More Earth Dam Calculators

Go

Verified Height of Water Above Bottom of Wall when Total Thrust from Water Retained Behind a Wall is Given

Go

Verified Total Thrust from Water Retained by Wall

Go

Verified Unit Weight of Water when Total Thrust from Water Retained Behind a Wall is Given

Go

Verified Compacted volume of Soil After Excavation of Soil

Go

Verified Load Factor when Original Volume of Soil is Given

Go

Verified Loaded Volume of Soil when Original Volume of Soil is Given

Go

Verified Loaded Volume of Soil when Percent Swell is Given

Go

Verified Original Volume of Soil Before Excavation

Go

Verified Original Volume of Soil Before Excavation when Percent Swell is Given

Go

Verified Swell in Soil when Original Volume of Soil is Given

Go

2 More Earth quantities hauled Calculators

Go

Verified Coefficient of Traction when Usable Pull is Given

Go

Verified Total Road Resistance when Rolling Resistance and Grade Resistance is Given

Go

Verified Usable Pull to Overcome Loss of Power with Altitude

Go

Verified Weight on Wheels when Total Road Resistance is Given

Go

11 More Earthmoving Calculators

Go

Verified Area when Hydraulic Loading Rate per Unit Area is Given

Go

Verified BOD of the Effluent Getting Out of the Filter

Go

Verified BOD of the Influent Entering the Filter

Go

Verified Depth of Filter when BOD of the Influent Entering the Filter is Given

Go

Verified Discharge when Hydraulic Loading Rate per Unit Area is Given

Go

Verified Hydraulic Loading Rate when BOD of the Influent Entering the Filter is Given

Go

Verified Hydraulic Loading Rate when Discharge is Given

Go

Verified Rate Constant given BOD of Influent Entering the Filter

Go

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

Go

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

Go

Verified Barometric Pressure when Group Refractive Index is Given

Go

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

Go

Verified Corrected Slope Distance for Refractive Index

Go

Verified Essen and Froome Formula for Group Refractive Index

Go

Verified Group Refractive Index at Standard Conditions

Go

Verified Group Refractive Index if Temperature and Humidity are different from Standard Values

Go

Verified IUCG Formula for Refractive Index

Go

Verified Overall Standard Error

Go

Verified Partial Pressure of Water Vapour given Refractive Index

Go

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

Go

Verified Partial Pressure of Water Vapour when Temperature Effects are Considered

Go

Verified Temperature Difference when Partial Pressure is Given

Go

Verified Wave Velocity in a Medium

Go

Verified Wave Velocity in Vacuum

Go

Verified Reduced Distance

Go

Verified Spheroidal Distance

Go

Verified Spheroidal Distance for Geodimeters

Go

Verified Spheroidal Distance for Tellurometers

Go

Verified Buoyancy when Effective Weight of the Particle is Given

Go

Verified Effective Weight of the Particle

Go

Verified Effective Weight of the Particle when Buoyancy is Given

Go

Verified Radius of Particle when Effective Weight of the Particle is Given

Go

Verified Total Weight when Effective Weight of the Particle is Given

Go

Verified Unit weight of Particle when Effective Weight of the Particle is Given

Go

Verified Unit Weight of Water when Effective Weight of the Particle is Given

Go

Created Efficiency of First Filter Stage

Go

Created Efficiency of First Filter Stage using Efficiency of Second Filter Stage

Go

Created Efficiency of First Filter Stage when Overall Efficiency is given

Go

Created Efficiency of First Filter when BOD Loading for Second Filter is Provided

Go

Created Efficiency of Second Filter Stage

Go

Created Efficiency of Second Filter Stage when Overall Efficiency is given

Go

Created Overall Efficiency of Two Stage Trickling Filter

Go

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

Go

Verified Efficiency of Single Stage High Rate Trickling Filter

Go

Verified Efficiency of Single Stage High Rate Trickling Filter when Unit Organic Loading is Given

Go

Verified Filter Volume when Efficiency of Filter is Given

Go

Verified Filter Volume when Volume of Raw Sewage is Given

Go

Verified Final Efficiency After Two Stage Filtration

Go

Verified Initial Efficiency when Final Efficiency After Two Stage Filtration is Given

Go

Verified Recirculation Factor for the Second Stage Filter

Go

Verified Recirculation Factor when Efficiency of Filter is Given

Go

Verified Recirculation Factor when Recirculation ratio is Given

Go

Verified Recirculation Factor when Unit Organic Loading on Filter is Given

Go

Verified Recirculation Factor when Volume of Raw Sewage is Given

Go

Verified Recirculation Ratio when Volume of Raw Sewage is Given

Go

Verified Total BOD in Effluent for Final Efficiency After Two Stage Filtration

Go

Verified Total Organic Load given Volume of Raw Sewage

Go

Verified Total Organic Load when Efficiency of Filter is Given

Go

Verified Total Organic Loading on Filter when Unit Organic Loading on Filter is Given

Go

Verified Unit Organic Loading on Filter

Go

Verified Unit Organic Loading on Filter when volume of Raw Sewage is Given

Go

Verified Unit Organic Loading using Efficiency of Filter

Go

Verified Volume of Raw Sewage when Recirculation ratio is Given

Go

Verified Volume of Raw Sewage when Unit Organic Loading on Filter is Given

Go

Verified Volume of Recirculated Sewage when Recirculation ratio is Given

Go

Verified Volume of Recirculated Sewage when Unit Organic Loading on Filter is Given

Go

Verified Volume of Second Stage Filter

Go

Verified Effluent BOD when Oxygen Demand and Ultimate BOD Both is Given

Go

Verified Effluent BOD when Oxygen Demand of Biomass is Given

Go

Verified Effluent BOD when Oxygen Required in Aeration Tank is Given

Go

Verified Effluent BOD when Ultimate BOD is Given

Go

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

Go

Created Effluent Substrate Concentration given Net Waste Activated Sludge

Go

Created Effluent Substrate Concentration given Volume of Reactor

Go

Created Effluent Substrate Concentration when Theoretical Oxygen Requirement is given

Go

Verified Diameter of Circular Section

Go

Verified Width of Egg Shaped Section when Diameter of Circular Section is Given

Go

Verified Elastic Modulus of Rock when Deflection Due to Moments on a Arch Dam is Given

Go

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

Go

4 More Elastic Modulus of Rock Calculators

Go

Verified Completion time for given distance of path

Go

Verified Distance Measured

Go

Verified Velocity in Medium when Distance is Given

Go

Verified Angle of Internal Friction when Factor of Safety for Cohesive Soil is Given

Go

Verified Angle of Internal Friction when Shear Strength of Cohesive Soil is Given

Go

Verified Angle of Internal Friction when Stability Number is Given

Go

Verified Factor of Safety for Cohesive Soil

Go

Verified Factor of Safety for Cohesive Soil when Cohesion is Given

Go

Verified Factor of Safety with Respect to Cohesion when Critical Depth is Given

Go

Verified Factor of Safety with Respect to Cohesion when Mobilised Cohesion is Given

Go

Verified Factor of Safety with Respect to Cohesion when Stability Number is Given

Go

Verified Stability Number for Cohesive Soil

Go

Verified Stability Number for Cohesive Soil when Mobilised Cohesion is Given

Go

Verified Stability Number when Angle of Internal Friction is Given

Go

Verified Stability Number when Factor of Safety with Respect to Cohesion is Given

Go

Verified Angle of Internal Friction given the Shear Strength along the Slip Plane

Go

Verified Angle of Internal Friction when Angle of Inclination and Slope angle is Given

Go

Verified Angle of Internal Friction when Angle of Mobilised Friction is Given

Go

Verified Angle of Internal Friction when Effective Normal Stress is Given

Go

Verified Angle of Internal Friction when Shear Strength and Submerged Unit Weight is Given

Go

Verified Angle of Internal Friction when Submerged Unit Weight is Given

Go

Verified Angle of Internal Friction when Weight of Wedge is Given

Go

Verified Factor of Safety when Angle of Inclination and Slope angle is Given

Go

Verified Factor of Safety when Angle of Mobilised Friction is Given

Go

Verified Factor of Safety when Length of Slip Plane is Given

Go

Verified Length of Slip Plane when Cohesive force along the Slip Plane is Given

Go

Verified Length of Slip Plane when Factor of Safety is Given

Go

Verified Length of Slip Plane when Height from Toe of Wedge to Top of Wedge is Given

Go

Verified Length of Slip Plane when Shear Strength along the Slip Plane is Given

Go

Verified Length of Slip Plane when Weight of Wedge of Soil is Given

Go

Verified Unit Weight of Soil given Angle of Inclination and Slope angle

Go

Verified Unit Weight of Soil when Angle of Mobilised Friction is Given

Go

Verified Unit Weight of Soil when Height from Toe of Wedge to Top of Wedge is Given

Go

Verified Unit Weight of Soil when Safe Height from Toe to Top of Wedge is Given

Go

Verified Unit Weight of Soil when Weight of Wedge is Given

Go

Verified Weight of Wedge given Factor of Safety

Go

Verified Weight of Wedge given Shear Strength along the Slip Plane

Go

Verified Weight of Wedge of Soil

Go

Verified Weight of Wedge when Height from Toe of Wedge to Top of Wedge is Given

Go

Verified Weight of Wedge when Shear Stress along the Slip Plane is Given

Go

Verified Elongation of Tapering Bar due to Self Weight

Go

Verified Length of Bar when Elongation of Tapering Bar with Cross-sectional area is Given

Go

Verified Length of Rod given Elongation due to Self Weight in Uniform Bar

Go

Verified Modulus of Elasticity of Bar given Elongation of Tapering Bar due to Self Weight

Go

Verified Self Weight of tapering section when elongation is established

Go

8 More Elongation of Tapering Bar due to Self Weight Calculators

Go

Created Endogenous Decay Coefficient given Observed Cell Yield

Go

Created Endogenous Decay Constant given Volume of Reactor

Go

Verified Endogenous Respiration Rate Constant when Mass of Wasted Activated Sludge is Given

Go

Verified Endogenous Respiration Rate Constant when Maximum Yield Coefficient is Given

Go

Verified Endogenous Respiration Rate Constant when Reciprocal of Sludge Age is Given

Go

Verified Chezy Formula for Energy Slope of Rectangular Channel

Go

Verified Energy Slope of channel when Energy Gradient is Given

Go

Verified Energy Slope of Rectangular channel

Go

Verified Energy Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given

Go

Verified Length of Culvert when Velocity of Flow Fields is Given

Go

5 More Entrance and Exit Submerged Calculators

Go

Verified Average Daily Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given

Go

Verified Average Daily Flow when Maximum Hourly Flow is Given

Go

Verified Average Daily Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given

Go

Verified Average Daily Flow when Minimum Hourly Flow is Given

Go

Verified Average Daily Sewage Flow when Peak Sewage Flow is Given

Go

Verified Maximum Daily Flow for Areas of Moderate Sizes

Go

Verified Maximum Daily Flow when Maximum Hourly Flow is Given

Go

Verified Maximum Hourly Flow when Average Daily Flow is Given

Go

Verified Maximum Hourly Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given

Go

Verified Minimum Daily Flow for Areas of Moderate Sizes

Go

Verified Minimum Daily Flow when Minimum Hourly Flow is Given

Go

Verified Minimum Hourly Flow when Average Daily Flow is Given

Go

Verified Minimum Hourly Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given

Go

Verified Peak Sewage Flow when Population in Thousands is Given

Go

Verified Population in Thousands when Peak Sewage Flow is Given

Go

Verified Flood Frequency when Recurrence Interval is Given

Go

Verified Flood Index when Flood Discharge is Given

Go

Verified Number of Years After which Such a Flood Recorded for Fuller's Formula

Go

Verified Number of Years After which Such a Flood Recorded when Flood Discharge by Fuller's Formula is Given

Go

Verified Number of Years when Recurrence Interval by California Method is Given

Go

Verified Number of Years when Recurrence Interval by Hazen's Method is Given

Go

Verified Actual Vapour Pressure when Evaporation Loss Per Day is Given

Go

Verified Actual Vapour Pressure when Evaporation Loss Per Month is Given

Go

Verified Atmospheric Pressure when Change in Vapour Pressure is Given

Go

Verified Atmospheric Pressure when Evaporation Loss Per Day is Given

Go

Verified Change in Vapour Pressure given Evaporation Loss Per Day

Go

Verified Change in Vapour Pressure when Evaporation Loss Per Month is Given

Go

Verified Constant Dependent on Depth of Water Bodies when Change in Vapour Pressure is Given

Go

Verified Constant Dependent on Depth of Water Bodies when Evaporation Loss Per Month is Given

Go

Verified Constant Used in Meyer's Formula when Evaporation Loss Per Month is Given

Go

Verified Constant used in Rohwer's Formula given Change in Vapour Pressure

Go

Verified Constant used in Rohwer's Formula given Evaporation Loss Per Day

Go

Verified Evaporation Loss Per Day

Go

Verified Evaporation Loss Per Day given Change in Vapour Pressure

Go

Verified Evaporation Loss Per Month

Go

Verified Evaporation Loss Per Month when Change in Vapour Pressure is Given

Go

Verified Evaporation Loss Per Month when Constant Used in Meyer's Formula is 16

Go

Verified Evaporation Loss Per Month when Deep Water Body is Given

Go

Verified Evaporation Loss Per Month when Shallow Water Body is Given

Go

Verified Maximum Vapour Pressure when Evaporation Loss Per Day is Given

Go

Verified Maximum Vapour Pressure when Evaporation Loss Per Month is Given

Go

Verified Mean Wind Velocity at Ground Level when Evaporation Loss Per Day is Given

Go

Verified Monthly Mean Wind Velocity when Evaporation Loss Per Month is Given

Go

Verified Angle of Inclination given Saturated Unit Weight

Go

Verified Angle of Inclination given Vertical Stress and Saturated Unit Weight

Go

Verified Angle of Inclination when Shear Strength and Submerged Unit Weight is Provided

Go

Verified Angle of Inclination when Submerged Unit Weight is Given

Go

Verified Depth of Prism given Normal Stress and Saturated Unit Weight

Go

Verified Depth of Prism given Upward Force

Go

Verified Depth of Prism given Vertical Stress and Saturated Unit Weight

Go

Verified Depth of Prism when Effective Normal Stress is Given

Go

Verified Depth of Prism when Saturated Unit Weight is Given

Go

Verified Depth of Prism when Shear Stress and Saturated Unit Weight is Given

Go

Verified Depth of Prism when Submerged Unit Weight and Effective Normal Stress is Given

Go

Verified Depth of Prism when Upward Force due to Seepage Water is Given

Go

Verified Saturated Unit Weight given Normal Stress Component

Go

Verified Saturated Unit Weight given Shear Stress Component

Go

Verified Saturated Unit Weight given Vertical Stress on the Prism

Go

Verified Saturated Unit Weight when Effective Normal Stress is Given

Go

Verified Saturated Unit Weight when Factor of Safety is Given

Go

Verified Saturated Unit Weight when Shear Strength is Given

Go

Verified Saturated Unit Weight when Weight of Soil Prism is Given

Go

Created Falling Speed of Smaller Particle

Go

Created Falling Speed when Height at Outlet Zone with respect to Area of Tank is Given

Go

Created Falling Speed when Ratio of Removal with respect to Discharge is Given

Go

Created Falling Speed when Ratio of Removal with respect to Settling Velocity is Given

Go

Created Falling Speed when Surface Area with respect to Settling Velocity is Given

Go

Created Concrete Column Elasticity Modulus using Flexural Stiffness

Go

Created Moment of Inertia of Centroidal Axis given Flexural Stiffness

Go

4 More Flat Plate Construction Calculators

Go

Verified External Diameter of Pipe when Load Per Unit Length for Flexible Pipes is Given

Go

Verified Fill Coefficient when Load Per Unit Length for Flexible Pipes is Given

Go

Verified Load Per Unit Length for Flexible Pipes

Go

Verified Specific Weight of Fill Material when Load Per Unit Length for Flexible Pipes is Given

Go

Verified Width of Trench when Load Per Unit Length for Flexible Pipes is Given

Go

Verified Flood Coefficient when Flood Discharge is Given

Go

Verified Flood Discharge

Go

Verified Flood Discharge by Dicken's Formula

Go

Verified Flood Discharge by Dicken's Formula for Northern India

Go

Verified Flood Discharge by Dicken's Formula in FPS unit

Go

Verified Flood Discharge by Dicken's Formula in FPS Unit for Northern India

Go

Verified Flood Discharge by Fanning's Formula

Go

Verified Flood Discharge by Fanning's Formula when Average Value of Constant is Given

Go

Verified Flood Discharge by Fuller's Formula

Go

Verified Flood Discharge by Inglis Formula

Go

Verified Flood Discharge by Nawab Jang Bahadur Formula

Go

Verified Flood Discharge for Area within 24 KM from the Coast

Go

Verified Flood Discharge for Area within 24 KM to 161 KM from the Coast

Go

Verified Flood Discharge for Catchment of Former Bombay Presidency

Go

Verified Flood Discharge for Limited Area Near Hills

Go

Verified Flood Discharge for Madras Catchment

Go

Verified Flood Discharge for Madras Catchment in FPS Unit

Go

Verified Flood Discharge by Creager

Go

Verified Flood Discharge in FPS Unit by Fanning's Formula

Go

Verified Flood Discharge in FPS Unit by Fanning's Formula when Average Value of Constant is Given

Go

Verified Flood Discharge in FPS Unit by Fuller's Formula

Go

Verified Flood Discharge in FPS Unit by Inglis Formula

Go

Verified Flood Discharge in FPS Unit by Nawab Jang Bahadur Formula

Go

Verified Flood Discharge in FPS Unit for Area within 24 KM from the Coast

Go

Verified Flood Discharge in FPS Unit for Area within 24 KM to 161 KM from the Coast

Go

Verified Flood Discharge in FPS Unit for Catchment of Former Bombay Presidency

Go

Verified Flood Discharge in FPS Unit for Limited Area Near Hills

Go

Verified Change in Storage denoting the beginning and end of Time Interval with respect to Inflow and Outflow

Go

Verified Rate of Change of Storage

Go

16 More Flood Routing Calculators

Go

Verified Flood Serial Number when Recurrence Interval by California Method is Given

Go

Verified Flood Serial Number when Recurrence Interval by Gumbel's Method is Given

Go

Verified Flood Serial Number when Recurrence Interval by Hazen's Method is Given

Go

Verified Hydraulic Depth given Section Factor

Go

Verified Section Factor in open channel

Go

Verified Top Width given Section Factors

Go

Verified Wetted Area given Section Factor

Go

Verified Coefficient of Permeability when Discharge is Given

Go

Verified Depth of Water in Gallery when Discharge is Given

Go

Verified Discharge Passing Through the Vertical Section of Infiltration Gallery

Go

Verified Distance between Infiltration Gallery and Source when Discharge is Given

Go

Verified Height of Saturated Zone when Discharge is Given

Go

Verified Average Power for Most economical pipe diameter for a distribution system

Go

Verified Cost given Most economical pipe diameter of distribution system

Go

Verified Most economical pipe diameter for distribution system of water

Go

5 More Flow Over Notches and Weirs Calculators

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Verified Flow Velocity when Coefficient of Permeability is Given

Go

Verified Flow Velocity when Rate of Flow is Given

Go

Verified Flow Velocity when Reynold's Number is Unity

Go

Verified Flow Velocity of Water Entering the Tank

Go

Verified Flow Velocity of Water Entering the Tank when Cross-section Area of Tank is Given

Go

Verified Flow Velocity when Length of Tank is Given

Go

Verified Flow Velocity when Length to Depth Ratio is Given

Go

Verified Conversion Factor given Flow Velocity

Go

Verified Energy Loss given Flow Velocity

Go

Verified Flow Velocity using Manning's formula

Go

Verified Hydraulic Radius given Flow Velocity

Go

Verified Water Flow Equation

Go

3 More Flow velocity in straight sewers Calculators

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Verified Self Cleansing Velocity when Bed Slope for Partial Flow is Given

Go

Verified Self Cleansing Velocity when Hydraulic Mean Depth for Full Flow is Given

Go

Verified Self Cleansing Velocity when Hydraulic Mean Depth Ratio is Given

Go

Verified Self Cleansing Velocity when Ratio of Bed Slope is Given

Go

Verified Velocity of Full Flow when Hydraulic Mean Depth for Full Flow is Given

Go

Verified Velocity of Full Flow when Hydraulic Mean Depth Ratio is Given

Go

Verified Velocity Ratio when Hydraulic Mean Depth Ratio is Given

Go

Verified Velocity Ratio when Ratio of Bed Slope is Given

Go

Verified Velocity when Running Full when Bed Slope for Partial Flow is Given

Go

Verified Velocity when Running Full when Ratio of Bed Slope is Given

Go

Verified Biological Oxygen Demand influent

Go

Verified BOD Influent when MLSS is Given

Go

Verified BOD Load applied to the Aeration System

Go

Verified BOD Load Applied when MLSS is Given

Go

Verified BOD of the Influent Sewage when BOD Load applied is Given

Go

Verified Daily BOD Load when Food to Microorganism Ratio is Given

Go

Verified Food to Microorganism Ratio

Go

Verified Food to Microorganism Ratio given MLSS

Go

Verified Microbial Mass in the Aeration System

Go

Verified Microbial Mass in the Aeration System when MLSS is Given

Go

Verified Mixed Liquor Suspended Solid

Go

Verified MLSS when BOD Load Applied to the Aeration System is Given

Go

Verified MLSS when Microbial Mass in the Aeration System is Given

Go

Verified Sewage Flow given Food to Microorganism Ratio

Go

Verified Sewage Flow into the Aeration System when BOD Load applied is Given

Go

Verified Sewage Flow when MLSS is Given

Go

Verified Total Microbial Mass when Food to Microorganism Ratio is Given

Go

Verified Volume of Tank given Food to Microorganism Ratio

Go

Verified Volume of Tank when Microbial Mass in the Aeration System is Given

Go

Verified Volume of Tank when MLSS is Given

Go

Verified Maximum Moment for Symmetrical Concrete Wall Footing

Go

Verified Uniform Pressure on Soil given Maximum Moment

Go

1 More Footing Calculators

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Verified Elasticity Modulus for Allowable Compressive Stress in Rectangular Section

Go

3 More Forest Products Laboratory Recommendations Calculators

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Verified Form Drag of a Vessel when Total Longitudinal Current Load on a Vessel is known

Go

6 More Form Drag Calculators

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Verified Constant dependent on Well Function when Formation Constant S is Given

Go

Verified Formation Constant given Drawdown

Go

Verified Formation Constant S

Go

Verified Formation Constant S when Radial Distance is Given

Go

Verified Formation Constant T when Change in Drawdown is Given

Go

Verified Formation Constant T when Formation Constant S is Given

Go

Verified Formation Constant T when Radial Distance is Given

Go

Verified Net Bearing Capacity of Long Footing in Foundation Stability Analysis

Go

10 More Foundation Stability Analysis Calculators

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Verified Constant used in FPS Unit for Flood Discharge by Dicken's Formula

Go

Verified Constant used in FPS Unit for Flood Discharge for Madras Catchment

Go

Verified Constant used in FPS Unit when Flood Discharge by Creager's Formula

Go

Verified Constant used in FPS Unit when Flood Discharge by Fanning's Formula is Given

Go

Verified Constant used in FPS Unit when Flood Discharge by Fuller's Formula is Given

Go

Verified Constant used in FPS Unit when Flood Discharge by Nawab Jang Bahadur Formula is Given

Go

Verified Number of Simultaneous Fire Stream

Go

Verified Population by Freeman's Formula given Quantity of Water

Go

Verified Population when Number of Simultaneous Fire Stream is Given

Go

Verified Quantity of Water by Freeman's Formula

Go

Verified Friction Factor when Head Loss is due to Frictional Resistance

Go

5 More Friction Factor Calculators

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Verified Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing

Go

Verified Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing when Shape Factor is Given

Go

Verified Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing

Go

Verified Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing when Shape Factor is Given

Go

Verified Bearing Capacity Factor Dependent on Unit Weight for Rectangular Footing

Go

Verified Bearing Capacity Factor Dependent on Weight for Rectangular Footing when Shape Factor is Given

Go

Verified Cohesion of Soil for Rectangular Footing when Shape Factor is Given

Go

Verified Cohesion of Soil when Ultimate Bearing Capacity for Rectangular Footing is Given

Go

Verified Effective Surcharge for Rectangular Footing

Go

Verified Effective Surcharge for Rectangular Footing when Shape Factor is Given

Go

Verified Length of Rectangular Footing when Ultimate Bearing Capacity is Given

Go

Verified Ultimate Bearing Capacity for Rectangular Footing

Go

Verified Ultimate Bearing Capacity for Rectangular Footing when Shape Factor is Given

Go

Verified Unit Weight of Soil for Rectangular Footing when Shape Factor is Given

Go

Verified Unit Weight of Soil when Ultimate Bearing Capacity for Rectangular Footing is Given

Go

Verified Width of Rectangular Footing when Ultimate Bearing Capacity is Given

Go

Verified Coefficient of Permeability when Discharge for Fully Penetrating Well is Given

Go

Verified Depth of Water in Well when Discharge for Fully Penetrating Well is Given

Go

Verified Discharge for Fully Penetrating Well

Go

Verified Radius of Influence of unconfined aquifer with known discharge

Go

Verified Radius of Well of unconfined aquifer with known discharge

Go

Verified Thickness of Aquifer when Discharge for Fully Penetrating Well is Given

Go

Verified Bearing Capacity Factor Dependent on Cohesion for General Shear Failure

Go

Verified Bearing Capacity Factor Dependent on Surcharge for General Shear Failure

Go

Verified Bearing Capacity Factor Dependent on Unit Weight for General Shear Failure

Go

Verified Cohesion of Soil when Net Ultimate Bearing Capacity for General Shear Failure is Given

Go

Verified Effective Surcharge when Net Ultimate Bearing Capacity for General Shear Failure is Given

Go

Verified Net Ultimate Bearing Capacity for General Shear Failure

Go

Verified Unit Weight of Soil under Strip Footing for General Shear Failure

Go

Verified Width of Strip Footing when Net Ultimate Bearing Capacity is Given

Go

Verified Average Percentage Increase when Future Population from Geometrical Increase Method is Given

Go

Verified Average Percentage Increase when Future Population of 2 Decades by Geometrical Method is Given

Go

Verified Average Percentage Increase when Future Population of 3 Decades by Geometrical Method is Given

Go

Verified Future Population at the End of 2 Decades in Geometrical Increase Method

Go

Verified Future Population at the End of 3 Decades in Geometrical Increase Method

Go

Verified Future Population at the End of n Decades in Geometrical Increase Method

Go

Verified Number of Decades when Future Population from Geometrical Increase Method is Given

Go

Verified Present Population when Future Population from Geometrical Increase Method is Given

Go

Verified Present Population when Future Population of 2 Decades by Geometrical Increase Method is Given

Go

Verified Present Population when Future Population of 3 Decades by Geometrical Increase Method is Given

Go

Verified Wetted Perimeter given Hydraulic Mean Depth

Go

5 More Geometrical Properties of Channel Section Calculators

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Verified Allowable Bending Stress in Compression Flange

Go

Verified Allowable Shear Stress with Tension Field Action

Go

Verified Allowable Shear Stress without Tension Field Action

Go

Verified Area of Flange given the Plate Girder Stress Reduction Factor

Go

Verified Area of Web given the Plate Girder Stress Reduction Factor

Go

Verified Depth to Thickness Ratio of Girder With Transverse Stiffeners

Go

Verified Hybrid Girder Factor

Go

Verified Maximum depth to thickness Ratio for Unstiffened Web

Go

Verified Plate Girder Stress Reduction Factor

Go

Verified Camber when Gradient is given

Go

Verified Grade Compensation formula 1

Go

Verified Grade Compensation formula 2

Go

Verified Radius of Road when Grade Compensation formula 2 is Given

Go

8 More Gradients Calculators

Go

Verified Area of Section given Energy Gradient

Go

Verified Area of Section given Total Energy

Go

Verified Bed Slope when Energy Slope of Rectangular channel is Given

Go

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

Go

Verified Bottom Slope of channel when Energy Gradient is Given

Go

Verified Chezy Formula for Bed Slope given Energy Slope of Rectangular Channel

Go

Verified Chezy Formula for Depth of Flow given Energy Slope of Rectangular Channel

Go

Verified Depth of Flow given Total Energy

Go

Verified Depth of Flow when Energy Slope of Rectangular channel is Given

Go

Verified Discharge given Energy Gradient

Go

Verified Discharge given Froude Number

Go

Verified Discharge given Total Energy

Go

Verified Energy Gradient given slope

Go

Verified Energy Gradient when bed slope is given

Go

Verified Froude Number given top width

Go

Verified Froude Number when Slope of Dynamic Equation of Gradually Varied Flow is Given

Go

Verified Normal Depth when Energy Slope of Rectangular channel is Given

Go

Verified Slope of Dynamic Equation of Gradually Varied Flow given Energy Gradient

Go

Verified Slope of Dynamic Equation of Gradually Varied Flows

Go

Verified Top Width given Energy Gradient

Go

Verified Top Width given Froude Number

Go

3 More Gradually Varied Flow Calculators

Go

Verified Pressure P1 when the Resultant is within the Middle Third and Width of Base is Given

Go

Verified Pressure P2 when the Resultant is within the Middle Third and Width of Base is Given

Go

5 More Gravity Retaining Wall Calculators

Go

Verified Reynolds Number of Value Unity

Go

6 More Groundwater Hydrology Calculators

Go

Verified Average Birth Rate Per Year when Natural Increase is Given

Go

Verified Average Death Rate Per Year when Natural Increase is Given

Go

Verified Design Period when Natural Increase is Given

Go

Verified Future Population at the End of n Decades when Migration is Given

Go

Verified Migration when Future Population at the End of n Decades is Given

Go

Verified Natural Increase when Design Period is Provided

Go

Verified Natural Increase when Future Population at the End of n Decades is Given

Go

Verified Present Population when Future Population is Given

Go

Verified Present Population when Natural Increase is Given

Go

Verified Average Flood Discharge when Flood Discharge Having Highest Frequency is Given

Go

Verified Flood Discharge Having Highest Frequency

Go

Verified Flood Discharge Having Highest Frequency when Gumbel's Reduced Variate is Given

Go

Verified Flood Discharge when Gumbel's Reduced Variate is Given

Go

Verified Gumbel's Constant when Gumbel's Reduced Variate is Given

Go

Verified Gumbel's Constant when Standard Deviation is Given

Go

Verified Gumbel's Correction when Recurrence Interval by Gumbel's Method is Given

Go

Verified Gumbel's Reduced Variate

Go

Verified Number of Years when Recurrence Interval by Gumbel's Method is Given

Go

Verified Probability of Occurrence when Recurrence Interval is Given

Go

Verified Recurrence Interval by Gumbel's Method

Go

Verified Recurrence Interval when Probability is Given

Go

Verified Standard Deviation when Flood Discharge Having Highest Frequency is Given

Go

Verified Standard Deviation when Gumbel's Constant is Given

Go

Verified Dynamic Viscosity when Pressure Drop over the Length of Pipe with Discharge is established

Go

20 More Hagen–Poiseuille Equation Calculators

Go

Verified Coefficient Dependent on Pipe when Head Loss is established

Go

Verified Coefficient Dependent on Pipe when Radius of Pipe is Given

Go

Verified Coefficient of Roughness of Pipe when Diameter of Pipe is established

Go

Verified Coefficient of Roughness of Pipe when Mean Velocity of Flow is Given

Go

Verified Diameter of Pipe when Head Loss by Hazen Williams Formula is established

Go

Verified Diameter of Pipe when Hydraulic Gradient is established

Go

Verified Head Loss by Hazen Williams Formula

Go

Verified Head Loss by Hazen Williams Formula when Radius of Pipe is Given

Go

Verified Hydraulic Gradient when Diameter of Pipe is established

Go

Verified Hydraulic Gradient when Mean Velocity of Flow is Given

Go

Verified Hydraulic Radius when Mean Velocity of Flow is Given

Go

Verified Length of Pipe by Hazen Williams Formula when Radius of Pipe is Given

Go

Verified Length of Pipe when Head Loss by Hazen Williams Formula is established

Go

Verified Mean Velocity of Flow in Pipe by Hazen Williams Formula

Go

Verified Mean Velocity of Flow in Pipe when Diameter of Pipe is established

Go

Verified Radius of Pipe by Hazen Williams Formula when Length of Pipe is Given

Go

Verified Velocity of Flow by Hazen Williams Formula when Radius of Pipe is Given

Go

Verified Velocity of Flow when Head Loss by Hazen Williams Formula is established

Go

Created Height at Outlet Zone when Falling Speed of Smaller Particle is Given

Go

Created Height at Outlet Zone when Ratio of Removal with respect to Tank Height is Given

Go

Created Height at Outlet Zone with respect to Area of Tank

Go

Created Height at Outlet Zone with respect to Discharge

Go

Created Height at Outlet Zone with respect to Settling Velocity

Go

Created Height of Settling Zone when Cross-section Area of Sedimentation Tank is Given

Go

Created Height of Settling Zone when Detention Time is Given

Go

Created Height of Settling Zone when Height at Outlet Zone with respect to Area of Tank is Given

Go

Created Height of Settling Zone when Height at Outlet Zone with respect to Discharge is Given

Go

Created Height of Settling Zone when Height at Outlet Zone with respect to Settling Velocity is Given

Go

Created Height of Settling Zone when Length of Sedimentation Tank with respect to Surface Area is Given

Go

Created Height of Settling Zone when Length of Tank with respect to Darcy Weishbach Factor is Given

Go

Created Height of Settling Zone when Length of Tank with respect to Height for Practical Purpose is Given

Go

Created Height of Settling Zone when Ratio of Removal with respect to Tank Height is Given

Go

Verified Modulus of Elasticity when Hoop Stress due to temperature fall with strain is Given

Go

Verified Strain for Hoop Stress due to temperature fall

Go

4 More Hoop Stress due to Temperature Fall Calculators

Go

Verified Allowable Speed of Vehicle on curve without super-elevation

Go

Verified Centrifugal Force when Centrifugal Ratio on road without super elevation is Given

Go

Verified Coefficient of Friction when General Equation of Super-elevation on Road is Given

Go

Verified Distance between wheels when Centrifugal Factor on road for equilibrium is Given

Go

Verified Friction when Allowable Speed of Vehicle on curve without super-elevation is Given

Go

Verified Impact Factor on road without super elevation for equilibrium

Go

Verified Super-elevation when lateral friction is not considered for V in kmph

Go

Verified Weight of Vehicle when Centrifugal Force on vehicle on road without super elevation is Given

Go

13 More Horizontal Curves Calculators

Go

Verified Hydraulic gradient when Flow Velocity is Given

Go

Verified Hydraulic gradient when Rate of Flow is Given

Go

Verified Head given the Discharge under Dams on Soft or Porous Foundations

Go

Verified Head when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Go

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

Go

Verified Head when Minimum Safe Length of Travel path under Dams is Given

Go

Verified Head when Neutral stress per unit area for Dams on Soft Foundations is Given

Go

Verified Conjugate Depth y1 when Critical Depth is Given

Go

Verified Conjugate Depth y1 when Froude Number Fr2 is Given

Go

Verified Conjugate Depth y2 when Critical Depth is Given

Go

Verified Discharge per unit width of channel when conjugate depths are given

Go

Verified Energy loss in Hydraulic Jump when Mean Velocities are Given

Go

6 More Hydraulic Jump in Rectangular Channel Calculators

Go

Verified Flowrate Applied to Filter Without Recirculation when Hydraulic Loading is Given

Go

Verified Hydraulic Loading of the Filter

Go

Verified Influent Wastewater Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given

Go

Verified Recycle Flow Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given

Go

Verified Total Applied Hydraulic Loading Rate

Go

Verified Hydraulic Mean Depth of the Channel when Drag Force is Given

Go

Verified Hydraulic Mean Depth when Self Cleaning Invert Slope is Given

Go

Verified Hydraulic Mean Depth when Self Cleansing velocity is Given

Go

Verified Hydraulic Mean Depth for Full Flow when Bed Slope for Partial Flow is Given

Go

Verified Hydraulic Mean Depth for Full Flow when Only Velocity Ratio is Given

Go

Verified Hydraulic Mean Depth for Full Flow when Self Cleansing Velocity is Given

Go

Verified Hydraulic Mean Depth for Full Flow when Velocity of Full Flow is Given

Go

Verified Hydraulic Mean Depth for Full Flow when Velocity Ratio is Given

Go

Verified Hydraulic Mean Depth for Partial Flow when Bed Slope for Partial Flow is Given

Go

Verified Hydraulic Mean Depth for Partial Flow when Only Velocity Ratio is Given

Go

Verified Hydraulic Mean Depth for Partial Flow when Self Cleansing Velocity is Given

Go

Verified Hydraulic Mean Depth for Partial Flow when Velocity of Full Flow is Given

Go

Verified Hydraulic Mean Depth for Partial Flow when Velocity Ratio is Given

Go

Verified Hydraulic Mean Depth Ratio when Discharge Ratio is Given

Go

Verified Hydraulic Mean Depth Ratio when Self Cleansing Discharge is Given

Go

Verified Hydraulic Mean Depth Ratio when Velocity Ratio is Given

Go

Created Hydraulic retention time for known food to microorganism ratio

Go

2 More Hydraulic Retention Time Calculators

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Verified Effective head for Power in Kilowatt

Go

Verified Effective head for Power obtained from water flow in horsepower

Go

Verified Effective head given Power obtained from water flow in horsepower

Go

Verified Flow rate given Power obtained from water flow in Kilowatt

Go

Verified Unit weight of water for Power obtained from water flow in Kilowatt

Go

15 More Hydroelectric Power Generation Calculators

Go

Verified Catchment Area in sq km when Number of Days After the Peak is Given

Go

Verified Catchment Area in sq miles when Number of Days After the Peak is Given

Go

Verified Catchment Area when Direct Runoff depth is Given

Go

Verified Direct Runoff depth when Sum of Ordinates is Given

Go

Verified Number of Days After the Peak when Area in sq km is Given

Go

Verified Number of Days After the Peak when Area in sq miles is Given

Go

Verified Sum of Ordinates of Direct Runoff when Direct Runoff depth is Given

Go

Verified Time Interval Between Successive Ordinates when Direct Runoff depth is Given

Go

Verified Maximum Longitudinal Shear Stress in Web for I beam

Go

11 More I-Beam Calculators

Go

Created Impelling Force

Go

Created Volume of Particle when Impelling Force is Given

Go

Verified Average Increase Per Decade when Future Population from Incremental Increase Method is Given

Go

Verified Average Increase Per Decade when Future Population of 2 Decades by Incremental Method is Given

Go

Verified Average Increase Per Decade when Future Population of 3 Decades by Incremental Method is Given

Go

Verified Average Incremental Increase when Future Population from Incremental Increase Method is Given

Go

Verified Average Incremental Increase when Future Population of 2 Decades by Incremental Method is Given

Go

Verified Average Incremental Increase when Future Population of 3 Decades by Incremental Method is Given

Go

Verified Future Population at the End of 2 Decades in Incremental Increase Method

Go

Verified Future Population at the End of 3 Decades in Incremental Increase Method

Go

Verified Future Population at the End of n Decades in Incremental Increase Method

Go

Verified Present Population when Future Population from Incremental Increase Method is Given

Go

Verified Present Population when Future Population of 2 Decades by Incremental Increase Method is Given

Go

Verified Present Population when Future Population of 3 Decades by Incremental Increase Method is Given

Go

Verified Dry Unit Weight of Soil given Relative Density

Go

Created Maximum porosity when relative density in terms of porosity is given

Go

Verified Maximum Unit Weight of Soil given Relative Density

Go

List of Calculators by Ishita Goyal