Calculators Created by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut
https://www.linkedin.com/in/ishita-goyal-879b2a198
589
Formulas Created
2939
Formulas Verified
558
Across Categories

List of Calculators by Ishita Goyal

Following is a combined list of all the calculators that have been created and verified by Ishita Goyal. Ishita Goyal has created 589 and verified 2939 calculators across 558 different categories till date.
Verified Dynamic Viscosity for Shear Force Resisting Motion of Piston
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Verified Dynamic Viscosity given Rate of Flow
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4 More Dynamic Viscosity Calculators
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Verified Mean Velocity of Flow given Maximum Velocity
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Verified Mean Velocity of Flow given Pressure Gradient
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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 Y-direction given shear stress in 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 given Discharge
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Verified Pressure Gradient given Mean Velocity of Flows
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4 More Pressure Gradient Calculators
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Verified Velocity of Piston given Rate of Flow
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Verified Velocity of Piston given Shear Stress resisting Motion of Piston
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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 given Area in Legs of Vertical Stirrup
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Created Area Required in Legs of Vertical Stirrup
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Created Distance from Extreme Compression to Centroid given Area in Legs of Vertical Stirrup
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Created Distance from Extreme Compression to Centroid given Nominal Unit Shear Stress
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Created Excess Shear given Area in Legs of Vertical Stirrup
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Created Excess Shear given Stirrup Leg Area for Group of Bars Bent up Different Distances
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Created Excess Shear given Vertical Stirrup Leg Area
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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 given Stirrup Leg Area for Group of Bars Bent up Different Distances
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Created Stirrups Spacing using Area in Legs of Vertical Stirrup
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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 given Difference between Modified Drawdowns
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Verified Aquifer Constant given Modified Drawdown
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Verified Aquifer Constant
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Verified Aquifer Constant given Difference in Drawdowns at Two Wells
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Verified Aquifer Constant given Drawdown in Well
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Verified Discharge from Two Wells with Base 10
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Verified Discharge given Length of 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 given Coefficient of Permeability
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Verified Rate of Flow given Flow Velocity
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Verified Confined Aquifer Discharge given Coefficient of Transmissibility
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Verified Confined Aquifer Discharge given Coefficient of Transmissibility and Depth of Water
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Verified Confined Aquifer Discharge given Depth of Water in Two Wells
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Verified Confined Aquifer Discharge given Drawdown at Well
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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 Well
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Verified Discharge in Confined Aquifer
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Verified Discharge in Confined Aquifer given Coefficient of Transmissibility
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Verified Discharge in Confined Aquifer with Base 10
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Verified Discharge in Confined Aquifer with Base 10 given Coefficient of Transmissibility
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Verified Aquifer Loss Coefficient
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Verified Aquifer Loss given Aquifer Loss Coefficient
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Verified Aquifer Loss given Drawdown
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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 Discharge in Unconfined Aquifer
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Verified Thickness of Aquifer given Drawdown Value measured at Well
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Verified Aquifer Thickness from Impermeable Layer given Coefficient of Transmissibility
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Verified Aquifer Thickness from Impermeable Layer given Coefficient of Transmissibility with Base 10
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Verified Aquifer Thickness from Impermeable Layer given Discharge in Confined Aquifer
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Verified Aquifer Thickness from Impermeable Layer given Discharge in Confined Aquifer with Base 10
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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 given Depth of Water in Two Wells
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Verified Thickness of Confined Aquifer given Discharge in Confined Aquifer
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Verified Thickness of Confined Aquifer given Discharge in Confined Aquifer with Base 10
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Verified Thickness of Aquifer from Impermeable Layer given Modified Drawdown in Well 1
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Verified Thickness of Aquifer from Impermeable Layer given Modified Drawdown in Well 2
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Verified Thickness of Aquifer from Impermeable Layer given Drawdown in Well 1
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Verified Thickness of Aquifer from Impermeable Layer given Drawdown in Well 2
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Verified Angle between Crown and Abutments given Thrust at Abutments of Arch Dam
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Verified Constant K5 given Rotation Due to Shear on Arch Dam
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Verified Deflection Due to Moments on Arch Dam
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Verified Normal Radial Pressure at centerline given Moment at Crown of Arch Dam
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Verified Normal Radial Pressure at centerline given Thrust at Abutments of Arch Dam
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Verified Radius to centerline given Thrust at Abutments of Arch Dam
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16 More Arch Dams Calculators
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Verified Area of Basin given Flood Discharge by Dicken's Formula
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Verified Area of Basin given Flood Discharge by Dicken's Formula for Northern India
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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 Cross-section for Full Flow given Discharge Ratio
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Verified Area of Cross-section for Full Flow given Hydraulic Mean Depth and Discharge Ratio
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Verified Area of Cross-Section for Full Flow given Hydraulic Mean Depth Ratio
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Verified Area of Cross-Section for Partial Flow given Discharge Ratio
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Verified Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio
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Verified Area of Cross-Section for Partial Flow given Hydraulic Mean Depth Ratio
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Verified Area of Filter given Hydraulic Loading
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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 we have Volumetric Flowrate
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Created Area of Tank for Discharge Rate with respect to Settling Velocity
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Created Area of Tank given Height at Outlet Zone with respect to Area of Tank
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Created Area of Tank given Ratio of Removal with respect to Discharge
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Created Area of Tank given Vertical Falling Speed in Sedimentation Tank with respect to Area
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Created Cross Sectional Area given Length of Sedimentation Tank with respect to Surface Area
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Created Cross Sectional Area given Surface Area with respect to Darcy Weishbach Friction Factor
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Created Cross Sectional Area given Surface Area with respect to Settling Velocity
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Created Cross Sectional Area of Sedimentation Tank
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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 given Settling Velocity
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Verified Plan Area given Settling Velocity of Particular Sized Particle
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Verified Average Increment for Decade given Future Population
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Verified Average Increment for Decade given Future Population at End of 2 Decades
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Verified Average Increment for Decade given Future Population at End of 3 Decades
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Verified Future Population at End of 2 Decades
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Verified Future Population at End of 3 Decades
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Verified Future Population at End of n Decades
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Verified Number of Decades given Future Population
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Verified Present Population given Future Population at End of 2 Decades
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Verified Present Population given Future Population at End of 3 Decades
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Verified Present Population given Future Population at End of n Decades
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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 RAS Pumping Rate from Aeration Tank
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Created Average Daily Influent Flow Rate given Reactor Volume
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Created Average Daily Influent Flow Rate given Theoretical Oxygen Requirement
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Created Average Daily Influent Flow Rate using Recirculation Ratio
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Verified Area at Section 2 of Bars of uniform Strength
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2 More Bar of Uniform Strength Calculators
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Verified Allowable Bearing Pressure given Flange Thickness for H shaped Column
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Verified Area Required by Base Plate
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Verified Bearing Pressure given Plate Thickness
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Verified Column Depth using Plate Length
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Verified Column Flange Width given Plate Length
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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 Chezy's Constant by Bazin's Formula
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Verified Hydraulic Mean Depth given Chezy's Constant by Bazin's Formula
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Beams (9)
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 given Lr
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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 given Effective Surcharge
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Verified Bearing Capacity Factor Dependent on Cohesion given Safe Bearing Capacity
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Verified Bearing Capacity Factor Dependent on Cohesion given Ultimate Bearing Capacity
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Verified Bearing Capacity Factor Dependent on Surcharge given Effective Surcharge
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Verified Bearing Capacity Factor Dependent on Surcharge given Safe Bearing Capacity
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Verified Bearing Capacity Factor Dependent on Surcharge given Ultimate Bearing Capacity
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Verified Bearing Capacity Factor Dependent on Weight given Effective Surcharge
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Verified Bearing Capacity Factor Dependent on Weight given Safe Bearing Capacity
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Verified Bearing Capacity Factor Dependent on Weight given Ultimate Bearing Capacity
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Verified Depth of Footing given Effective Surcharge
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Verified Depth of Footing given Net Ultimate Bearing Capacity
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Verified Depth of Footing given Safe Bearing Capacity
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Verified Depth of Footing given Ultimate Bearing Capacity
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Verified Effective Surcharge given Depth of Footing
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Verified Effective Surcharge given Factor of Safety
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Verified Effective Surcharge given Ultimate Bearing Capacity
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Verified Factor of Safety given Net Safe Bearing Capacity
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Verified Factor of Safety given Safe Bearing Capacity
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Verified Factor of Safety given Ultimate Bearing Capacity
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Verified Net Safe Bearing Capacity
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Verified Net Safe Bearing Capacity given Safe Bearing Capacity
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Verified Net Safe Bearing Capacity given Ultimate Bearing Capacity
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Verified Net Ultimate Bearing Capacity given Depth of Footing
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Verified Net Ultimate Bearing Capacity given Net Safe Bearing Capacity
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Verified Net Ultimate Bearing Capacity given Safe Bearing Capacity
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Verified Net Ultimate Bearing Capacity given Ultimate Bearing Capacity
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Verified Safe Bearing Capacity
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Verified Safe Bearing Capacity given Net Ultimate Bearing Capacity
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Verified Ultimate Bearing Capacity
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Verified Ultimate Bearing Capacity given Depth of Footing
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Verified Ultimate Bearing Capacity given Factor of Safety
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Verified Ultimate Bearing Capacity of Soil under Long Footing at Surface of Soil
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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 Plate Thickness
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Verified Beam Reaction Given Actual Bearing Pressure
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Verified Beam Reaction given Area Required by Bearing Plate
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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 using Actual Bearing Pressure
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Verified Minimum Width of Plate given Plate Thickness
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Verified Minimum Width of Plate using Actual Bearing Pressure
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Verified Plate Thickness
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Verified Bed Slope for Full Flow given Bed Slope for Partial Flow
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Verified Bed Slope for Full Flow given Velocity Ratio
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Verified Bed Slope for Partial Flow
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Verified Bed Slope for Partial Flow given Velocity Ratio
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Verified Ratio of Bed Slope given Velocity Ratio
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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 given Organic Loading
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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 given Dilution Factor
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Created BOD in Sewage
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Created BOD of Industry given Population Equivalent
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Verified Change in Normal Stress given Overall Pore Pressure Coefficient
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Verified Change in Pore Pressure given Overall Pore Pressure Coefficient
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Verified Effective Angle of Internal Friction given Shear Force in Bishop's Analysis
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Verified Effective Angle of Internal Friction given Shear Strength
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Verified Effective Cohesion of Soil given Normal Stress on Slice
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Verified Effective Cohesion of Soil given Shear Force in Bishop's Analysis
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Verified Effective Stress on Slice
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Verified Factor of Safety Given by Bishop
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Verified Factor of Safety given Shear Force in Bishop's Analysis
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Verified Height of Slice given Pore Pressure Ratio
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Verified Horizontal Distance of Slice from Centre of Rotation
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Verified Length of Arc of Slice
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Verified Length of Arc of Slice given Effective Stress
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Verified Length of Arc of Slice given Shear Force in Bishop's Analysis
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Verified Normal Stress on Slice
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Verified Normal Stress on Slice given Shear Strength
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Verified Radius of Arc when Total Shear Force on 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 given Total Shear Force on Slice
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Verified Unit weight of Soil given Pore Pressure Ratio
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Verified Weight of Slice given Total Normal Force Acting on Slice
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Created BOD Loading for First Stage Filter
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Created BOD Loading for First Stage Filter using BOD Loading for Second Filter Stage
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Created BOD Loading for Second Stage Filter
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Created BOD Loading to Second Filter Stage given 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 given Oxygen Demand of Biomass
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Verified Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank
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BOD5 (3)
Verified BOD5 given Oxygen Required in Aeration Tank
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Verified BOD5 given Ratio of BOD to Ultimate BOD
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Verified BOD5 when Ratio of BOD to Ultimate BOD is 0.68
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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 Buttress dam in horizontal plane using stress
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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 given Total Storage Capacity
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Verified Average Domestic Demand given Value of McDonald Coefficient
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Verified Duration of Fire when we have Reserve Storage
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Verified Fire Demand given Total Storage Capacity
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Verified Fire Demand given Value of McDonald Coefficient
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Verified Fire Demand when we have Reserve Storage
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Verified McDonald Coefficient b given Total Storage Capacity
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Verified McDonald Coefficient given Total Storage Capacity
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Verified Reserve Fire Pumping Capacity when we have Reserve Storage
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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 given Value of McDonald Coefficient
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Verified Diameter of Pipe given Dynamic Viscosity with length
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Verified Dynamic Viscosity of fluids in flow
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Verified Length of Pipe given Dynamic Viscosity
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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 Average Value of Constant
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Verified Catchment Area given Flood Discharge
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Verified Catchment Area given Flood Discharge by Fanning's Formula
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Verified Catchment Area given Flood Discharge for Area within 24 KM from Coast
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Verified Catchment Area given Flood Discharge for Area within 24 KM to 161 KM from Coast
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Verified Catchment Area given Flood Discharge for Catchment of Former Bombay Presidency
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Verified Catchment Area given Flood Discharge for limited Area near Hills
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Verified Catchment Area given Flood Discharge for Madras Catchment
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Verified Catchment Area given Flood Discharge in FPS Unit by Fanning's Formula
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Verified Catchment Area given Flood Discharge within 24 km from Coast
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Verified Bowl Radius given Centrifugal Acceleration Force
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Verified Centrifugal Acceleration Force in Centrifuge
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Verified Rotational Speed of Centrifuge using Centrifugal Acceleration Force
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Verified Channel Flow Time or Gutter Flow Time
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Verified Length of Drain given Channel Flow Time
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Verified Peak Rate of Runoff from Nawab Jung Bahadur Formula
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Verified Velocity in Drain given Channel Flow Time
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Verified Coefficient of Permeability given Aquifer Loss Coefficient
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Verified Discharge given Aquifer Loss
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Verified Drawdown given Well Loss
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Verified Radius of Well given Aquifer Loss Coefficient
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Created Temperature in Kelvin given Speed of Sound
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Created Wavelength of Wave
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Verified Chezy's Constant given Velocity of Flow by Chezy's Formula
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Verified Hydraulic Gradient given Velocity of Flow by Chezy's Formula
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Verified Hydraulic Mean Radius of Channel
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Verified Hydraulic Mean Radius of Channel given Velocity of Flow by Chezy's Formula
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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 Constant dependent on Well Function
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Verified Chow's Function given Drawdown
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Verified Chow's Function given Well Function
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Verified Angle of Sector given Top Width
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Verified Diameter of Section given Hydraulic Depth
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Verified Diameter of Section given Hydraulic Radius for channel
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Verified Diameter of Section given Wetted Area
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Verified Hydraulic Depth of circle
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Verified Hydraulic Radius given angle
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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 given Hydraulic Radius in most efficient channel for maximum velocity
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Verified Radius of Section given Depth of flow in Efficient Channel
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Verified Radius of Section given Depth of flow in most efficient channel for maximum velocity
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Verified Radius of Section given Hydraulic Radius
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Verified Wetted Perimeter given Discharge through Channels
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13 More Circular section Calculators
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Verified Area of Cross-Section given Discharge
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Verified Diameter of pipe given Area of Cross-section
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Verified Diameter of Pipe using Hydraulic Mean Depth
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Verified Discharge when Pipe is Running Full
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Verified Hydraulic Mean Depth using Central Angle
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Verified Velocity while Running Full given Discharge
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Verified Area of Cross-Section while Running Partially Full given Discharge
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Verified Area of Cross-section while Running Partially Full given Proportionate Area
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Verified Area of Cross-section while Running Partially Full given Proportionate Discharge
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Verified Discharge when Pipe Running Partially Full
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Verified Discharge when Pipe Running Partially Full using Proportionate Discharge
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Verified Hydraulic Mean Depth while Running Partially Full given Proportionate Hydraulic Mean Depth
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Verified Hydraulic Mean Depth while Running Partially Full given Proportionate Velocity
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Verified Roughness Coefficient while Running Partially Full using Proportionate Velocity
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Verified Velocity while Running Partially Full given Discharge
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Verified Velocity while Running Partially Full given Proportionate Discharge
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Verified Velocity while Running Partially Full given Proportionate Velocity
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Verified Inflow Rate between Inter-Isochrone Area
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Verified Inter-Isochrone Area given Inflow
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5 More Clark's Method for IUH Calculators
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Verified Clearance given Radius of Cylinder
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Verified Dynamic Viscosity given Total Torque
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Verified Dynamic Viscosity of Fluid Flow given torque
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Verified Height of Cylinder given Dynamic Viscosity of Fluid
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Verified Radius of Inner Cylinder given Torque exerted on Outer Cylinder
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Verified Speed of Outer Cylinder given Total Torque
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Verified Speed of Outer Cylinder given Velocity Gradient
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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 given Reynold Number
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Verified Coefficient of Drag given Drag Force Offered by Fluid
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Verified Coefficient of Drag given Reynold Number
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Verified Coefficient of Drag given Settling Velocity
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Verified Coefficient of Drag given Settling Velocity of Spherical Particle
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Verified Coefficient of friction given stopping sight distance
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Verified Coefficient of Longitudinal Friction given velocity in Breaking Distance in in Kmph
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2 More Coefficient of friction Calculators
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Verified Coefficient of Permeability given Discharge and Length of Strainer
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Verified Coefficient of Permeability given Discharge from Two Wells with Base 10
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Verified Coefficient of Permeability given Discharge in Unconfined Aquifer
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Verified Coefficient of Permeability given Discharge in Unconfined Aquifer with Base 10
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Verified Coefficient of Permeability given Discharge of Two Wells under Consideration
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Verified Coefficient of Permeability given Flow Velocity
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Verified Coefficient of Permeability given Radius of Influence
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Verified Coefficient of Permeability given Rate of Flow
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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 given Depth of Water in Two Wells
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Verified Coefficient of Permeability given Discharge in Confined Aquifer
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Verified Coefficient of Permeability given Discharge in Confined Aquifer with Base 10
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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 given Depth of Water in Two Wells
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Verified Coefficient of Transmissibility given Discharge
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Verified Coefficient of Transmissibility given Discharge in Confined Aquifer with Base 10
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Verified Angle of Inclination given Factor of Safety against Sliding
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Verified Angle of Inclination given Shear Strength of Soil
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Verified Angle of Internal Friction given Factor of Safety against Sliding
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Verified Angle of Internal Friction given Normal Stress of Cohesionless Soil
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Verified Angle of Internal Friction given Shear Strength of Cohesionless Soil
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Verified Angle of Internal Friction given Shear Strength of Soil
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Verified Factor of Safety against Sliding given Angle of Internal Friction
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Verified Normal Stress given Shear Strength of Cohesionless Soil
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Verified Normal Stress given Shear Stress of Cohesionless Soil
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Verified Shear Strength of Cohesionless Soil
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Verified Shear Strength of Soil given Angle of Internal Friction
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Verified Shear Stress given Normal Stress of Cohesionless Soil
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Verified Shear Stress of Soil given Angle of Internal Friction
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Verified Cohesion given Critical Depth for Cohesive Soil
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Verified Cohesion given Factor of Safety for Cohesive Soil
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Verified Cohesion given Shear Strength of Cohesive Soil
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Verified Cohesion given Stability Number for Cohesive Soil
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Verified Cohesion of Soil given Factor of Safety for Cohesive Soil
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Verified Cohesion of Soil given Factor of Safety with Respect to Cohesion
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Verified Cohesion of Soil given Mobilised Cohesion
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Verified Critical Depth for Cohesive Soil
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Verified Critical Depth for Cohesive Soil given Factor of Safety with Respect to Cohesion
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Verified Critical Depth given Stability Number for Cohesive Soil
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Verified Depth at Mobilised Cohesion
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Verified Depth at which Mobilised Cohesion is Considered given Critical Depth
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Verified Depth at which Mobilised Cohesion is Considered given Stability Number
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Verified Depth of Prism given Factor of Safety for Cohesive Soil
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Verified Mobilised Cohesion
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Verified Mobilised Cohesion given Stability Number for Cohesive Soil
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Verified Normal Stress given Factor of Safety for Cohesive Soil
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Verified Normal Stress given Shear Strength of Cohesive Soil
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Verified Shear Strength of Cohesive Soil
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Verified Shear Stress given Factor of Safety for Cohesive Soil
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Verified Unit Weight of Soil given Critical Depth for Cohesive Soil
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Verified Unit Weight of Soil given Factor of Safety for Cohesive Soil
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Verified Unit Weight of Soil given Factor of Safety with Respect to Cohesion
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Verified Unit Weight of Soil given Mobilised Cohesion
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Verified Unit Weight of Soil given Stability Number for Cohesive Soil
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 given Value of Bearing Capacity Factor
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 given Value of Bearing Capacity Factor
Go
Verified Cohesion of Soil given Bearing Capacity for Circular Footing
Go
Verified Cohesion of Soil given Bearing Capacity for Square Footing
Go
Verified Effective Surcharge for Circular Footing given Value of Bearing Capacity Factor
Go
Verified Effective Surcharge given Bearing Capacity for Circular Footing
Go
Verified Effective Surcharge given Bearing Capacity for Square Footing
Go
Verified Length of Footing given Bearing Capacity for Square Footing
Go
Verified Width of Footing given Bearing Capacity for Square Footing
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 given Depth of Stiffener Lip
Go
Verified Flat Width Ratio given Plate Slenderness Factor
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 given 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 using Moment of Resistance, Moment of Inertia and Radius
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 using Compaction Production by Compaction Equipment
Go
Verified Number of Passes given Compaction Production by Compaction Equipment
Go
Verified Ratio of Pay to Loose using Compaction Production by Compaction Equipment
Go
Verified Speed of Roller given Compaction Production by Compaction Equipment
Go
Verified Thickness of Lift given Compaction Production by Compaction Equipment
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 given True Bearing with East Declination
Go
Verified Magnetic Bearing given True Bearing with West Declination
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 effect of complementary shear stresses and shear stress in oblique plane
Go
5 More Complementary Induced Stress Calculators
Go
Verified Allowable Stress in Flanges
Go
10 More Composite Construction Calculators
Go
Created 28-Day Concrete Compressive Strength
Go
Created 28-Day Concrete Compressive Strength given Water Cement Ratio
Go
Created Water Cement Ratio given 28-Day Concrete Compressive Strength
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 given Run-off
Go
Verified Mean Temperature in Entire Catchment given Run-off in cm
Go
Verified Rainfall Intensity given Runoff Coefficient
Go
Verified Runoff Coefficient given Rainfall Intensity
Go
Verified Run-off Coefficient given Run-off
Go
Verified Run-off given Run-off Coefficient
Go
Verified Bed Slope given Discharge
Go
Verified Conveyance of Channel Section
Go
Verified Hydraulic Radius of Channel Section given Conveyance of Channel Section
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 given RAS Pumping Rate from Aeration Tank
Go
Created Concentration of Sludge in Return Line given Wasting Rate from Return Line
Go
Created Concentration of Solids in Effluent given Wasting Rate from Return Line
Go
Verified Concentration of Solids in Effluent given Mass of Solids Removed
Go
Verified Concentration of Solids in Effluent given Sludge Age
Go
Verified Concentration of Solids in Returned Sludge
Go
Verified Concentration of Solids in Returned Sludge given MLSS
Go
Verified Concentration of Solids in Returned Sludge given Sludge Age
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 given Clay Soil
Go
Verified Constant Depending upon Soil at Base of Well given Discharge from Well
Go
Verified Constant Depending upon Soil at Base of Well given Fine Sand
Go
Verified Constant Depending upon Soil at Base of Well given Specific Capacity
Go
Verified Constant Depending upon Soil at Base of Well with Base 10
Go
Verified Constant Depression Head given Discharge and Time in Hours
Go
Verified Constant Depression Head given Discharge from Well
Go
Verified Mean Velocity of Water Percolating into Well
Go
Verified Percolation Intensity Coefficient given Discharge
Go
Verified Time in Hours given Specific Capacity of Open Well
Go
Verified Time in Hours given Specific Capacity of Open Well with Base 10
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 Sewer given Flow Velocity by Crimp and Burge's Formula
Go
Verified Flow Velocity by Crimp and Burge's Formula
Go
Verified Hydraulic Mean Depth given Flow Velocity by Crimp and Burge's Formula
Go
Verified Critical Depth given Discharge through Control Section
Go
Verified Critical Depth given Total Critical Energy
Go
Verified Critical Depth given Total Energy at Critical Point
Go
Verified Critical Depth in Control Section
Go
3 More Critical Depth Calculators
Go
Verified Critical Depth for Parabolic Channel
Go
Verified Critical Depth for Triangular Channel
Go
Verified Critical Depth given Critical Energy for Rectangular Channel
Go
Verified Critical Depth of Flow given Critical Energy for Parabolic Channel
Go
Verified Critical Energy for Parabolic Channel
Go
Verified Critical Energy for Rectangular Channel
Go
Verified Critical Section Factor
Go
Verified Discharge given Critical Depth for Parabolic Channel
Go
Verified Discharge given Critical Section Factor
Go
Verified Side Slope of Channel given Critical Depth for Parabolic Channel
Go
Verified Side Slope of Channel given Critical Depth for Triangular Channel
Go
5 More Critical Flow And Its Computation Calculators
Go
Created Critical Oxygen Deficit
Go
Created Critical Oxygen Deficit given Self Purification Constant
Go
Created Critical Oxygen Deficit in First Stage Equation
Go
Created Critical Time
Go
Created Critical Time given Self Purification Constant
Go
Created Critical Time given Self Purification Constant with Critical Oxygen Deficit
Go
Created Critical Time given Self Purification Factor
Go
Created Critical Time when we have Critical Oxygen Deficit
Go
Verified Critical Velocity given Critical Depth in Control Section
Go
Verified Critical Velocity given Depth of Section
Go
Verified Critical Velocity given Discharge through Control Section
Go
Verified Critical Velocity given Head Loss
Go
Verified Critical Velocity given Total Energy at Critical Point
Go
2 More Critical Velocity Calculators
Go
Verified Cross-sectional Area of Well given Clay Soil
Go
Verified Cross-sectional Area of Well given Constant Depending upon Soil at Base
Go
Verified Cross-sectional Area of Well given Constant Depending upon Soil at Base with Base 10
Go
Verified Cross-sectional Area of well given Discharge and Constant Depression Head
Go
Verified Cross-sectional Area of Well given Discharge from Well
Go
Verified Cross-sectional Area of Well given Fine Sand
Go
Verified Cross-sectional Area of Flow into well given Discharge
Go
Verified Cross-sectional Area of Flow into well given Discharge from Open Well
Go
Verified Cross-sectional Area of Well given Specific Capacity
Go
Verified Cross-sectional Area of Well given Specific Capacity for Clay Soil
Go
Verified Cross-sectional Area of Well given Specific Capacity for Coarse Sand
Go
Verified Cross-sectional Area of Well given Specific Capacity for Fine Sand
Go
Verified Bed Slope using Mannings equation
Go
Verified Entrance Loss Coefficient given Head on Entrance using Mannings formula
Go
Verified Head on Entrance measured from Bottom of Culvert using Mannings formula
Go
Verified Hydraulic Radius given Head on Entrance using Mannings formula
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 given Head on Entrance measured from Bottom using Mannings formula
Go
Verified Roughness Coefficient given Head on Entrance using Mannings formula
Go
Verified Velocity of Flow through Mannings Formulas in Culverts
Go
5 More Culverts on Subcritical Slopes Calculators
Go
Curves (3)
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 given Discharge under Dams on Soft or Porous Foundations
Go
Verified Depth below Surface given Neutral stress per unit area for Dams on Soft Foundations
Go
Verified Equipotential Lines given Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Verified Length of Conduit given Neutral stress per unit area for Dams on Soft Foundations
Go
Verified New Material Coefficient C2 for Dams on Soft or Porous Foundations
Go
Verified Number of Beds Given Hydraulic gradient per unit head for Dams on Soft Foundations
Go
Verified Permeability given Hydraulic gradient per unit head for Dams on Soft Foundations
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 are considered
Go
Verified Coefficient of Permeability when Apparent Velocity of Seepage is considered
Go
Verified Hydraulic Gradient when Apparent Velocity of Seepage is considered
Go
3 More Darcy's Law Calculators
Go
Verified Average Velocity of Flow given Head Loss
Go
Verified Average Velocity of Flow given Internal Radius of Pipe
Go
Verified Darcy's Coefficient of Friction given Head Loss
Go
Verified Darcy's Coefficient of Friction given Internal Radius of Pipe
Go
Verified Head Loss due to Friction by Darcy Weisbach Equation
Go
Verified Head Loss due to Friction given Internal Radius of Pipe
Go
Verified Internal Diameter of Pipe given Head Loss
Go
Verified Internal Radius of Pipe given Head Loss
Go
Verified Length of Pipe given Head Loss due to Friction
Go
Verified Length of Pipe given Internal Radius of Pipe
Go
Created Darcy Weishbach Friction Factor given Length of Tank with respect to Darcy Weishbach Factor
Go
Created Darcy Weishbach Friction Factor given Surface Area with respect to Darcy Weishbach Factor
Go
Created Darcy-Weishbach Friction Factor given Displacement Velocity by Camp
Go
Created Darcy-Weishbach Friction Factor given Displacement Velocity for Fine Particles
Go
Verified Diameter of Piston given Pressure reduction over Length of Piston
Go
Verified Diameter of Piston given Vertical Upward Force on Piston
Go
Verified Length of Piston for Pressure Drop over Piston
Go
Verified Length of piston for shear force resisting motion of piston
Go
Verified Pressure Drop over Length of Piston given Vertical Upward Force on Piston
Go
Verified Shear Force given Total Force
Go
Verified Shear Force resisting motion of piston
Go
Verified Shear Stress given Shear Force Resisting Motion of Piston
Go
Verified Vertical Upward Force on Piston
Go
14 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 given percentage air voids in void ratio
Go
Created Degree of saturation given void ratio in specific gravity
Go
Created Degree of saturation of soil sample
Go
Created Volume of voids given degree of saturation of soil sample
Go
Created Volume of water given degree of saturation of soil sample
Go
Created Mass Density of Fluid given Frictional Drag
Go
Created Mass Density of Fluid given Impelling Force
Go
Created Mass Density of Fluid given Particle Reynold's Number
Go
Created Mass Density of Fluid given Settling Velocity
Go
Created Mass Density of Fluid using Settling Velocity with respect to Dynamic Viscosity
Go
Created Mass Density of Particle given Impelling Force
Go
Created Mass Density of Particle given Settling Velocity
Go
Created Mass Density of Particle given Settling Velocity with respect to Dynamic Viscosity
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 given saturated density of soil
Go
Created Mass of solids given density of solids
Go
Created Mass of solids given dry density of soil
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 given submerged density of soil
Go
Created Total mass of soil given bulk density of soil
Go
Created Total volume given saturated density of soil
Go
Created Total volume given submerged density of soil
Go
Created Total volume of soil given bulk density of soil
Go
Created Total volume of soil given dry density of soil
Go
Verified Density of Water given Coefficient of Drag
Go
Verified Density of Water given Drag Force Offered by Fluid
Go
Verified Density of Water given Kinematic Viscosity of Water
Go
Created Deoxygenation Coefficient given Self Purification Constant
Go
Created Deoxygenation Constant given Self Purification Constant with Critical Oxygen Deficit
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 Deoxygenation Constant given Organic Matter Present at Start of BOD
Go
Created Deoxygenation Constant given Total Amount of Organic Matter Oxidised
Go
Verified Constant Depression Head given Specific Capacity
Go
Verified Constant Depression Head given Specific Capacity for Clay Soil
Go
Verified Constant Depression Head given Specific Capacity for Coarse Sand
Go
Verified Constant Depression Head given Specific Capacity for Fine Sand
Go
Verified Depression Head given Discharge
Go
Verified Depression Head in Well at Time T after Pumping Stopped
Go
Verified Depression Head in Well at Time T after Pumping Stopped and Clay Soil is Present
Go
Verified Depression Head in Well at Time T after Pumping Stopped and Coarse Sand is Present
Go
Verified Depression Head in Well at Time T after Pumping Stopped and Fine Sand is Present
Go
Verified Depression Head in Well at Time T after Pumping Stopped with Base 10
Go
Verified Depression Head in Well at Time T after Pumping Stopped with Base 10 and Clay soil is Present
Go
Verified Depression Head in Well at Time T after Pumping Stopped with Base 10 and Fine Sand is Present
Go
Verified Depression Head in Well at Time T after Pumping Stopped with Base 10 in Coarse Sand
Go
Verified Depression Head in Well at Time T after Pumping Stopped with known Discharge and Time
Go
Verified Depression Head in Well at Time T given Pumping Stopped and Constant
Go
Verified Depression Head in Well at Time T given Pumping Stopped and Constant with Base 10
Go
Verified Depression Head in well given pumping stopped and clay soil is present
Go
Verified Depression Head in Well given Pumping Stopped and Coarse Sand is Present
Go
Verified Depression Head in Well given Pumping Stopped and Constant
Go
Verified Depression Head in Well given Pumping Stopped and Constant with Base 10
Go
Verified Depression Head in Well given Pumping Stopped and Fine Sand is Present
Go
Verified Depression Head in Well given Pumping Stopped with Base 10 and Clay soil is Present
Go
Verified Depression Head in Well given Pumping Stopped with Base 10 and Coarse Sand is Present
Go
Verified Depression Head in Well given Pumping Stopped with Base 10 and Fine Sand is Present
Go
Verified Depression Head in Well given Pumping Stopped with Discharge
Go
Verified Depression Head in Well when Pumping Stopped
Go
Verified Depression Head in Well when Pumping Stopped with Base 10
Go
Verified Depth given Critical Velocity
Go
Verified Depth given Discharge for Rectangular Channel Section
Go
2 More Depth of Channel Calculators
Go
Verified Depth of Actual Filter using Treatability Constant
Go
Verified Depth of Tank given Detention Time
Go
Verified Depth of Tank given Flow Velocity
Go
Verified Depth of tank given Height to Length Ratio
Go
Verified Height of Tank given Detention Time for Circular Tank
Go
Verified Height of Tank given Flow Velocity
Go
Verified Depth of Water in Well 1 given Drawdown in Well 1
Go
Verified Depth of Water in Well 2 given Drawdown in Well 2
Go
Verified Radial Distance from Well 1 given Aquifer Constant
Go
Verified Radial Distance from Well 2 given Aquifer Constant
Go
Verified Depth of Water at Point 1 given Discharge from Two Wells with Base 10
Go
Verified Depth of Water at Point 1 given Discharge of Two Wells under Consideration
Go
Verified Depth of Water at Point 2 given Discharge from Two Wells with Base 10
Go
Verified Depth of Water at Point 2 given Discharge of Two Wells under Consideration
Go
Verified Depth of Water in Well given Discharge in Unconfined Aquifer
Go
Verified Depth of Water in Well given Discharge in Unconfined Aquifer with Base 10
Go
Verified Depth of Water in Well given Drawdown Value measured at Well
Go
Verified Depth of Water in 1st Well given Coefficient of Transmissibility
Go
Verified Depth of Water in 1st Well given Confined Aquifer Discharge
Go
Verified Depth of Water in 2nd Well given Coefficient of Transmissibility
Go
Verified Depth of Water in 2nd Well given Confined Aquifer Discharge
Go
Verified Depth of Water in Well given Coefficient of Transmissibility
Go
Verified Depth of Water in Well given Coefficient of Transmissibility with Base 10
Go
Verified Depth of Water in Well given Discharge in Confined Aquifer
Go
Verified Depth of Water in Well given Discharge in Confined Aquifer with Base 10
Go
Verified Average Daily Consumption of Chlorine
Go
Verified Average Flow given Average Daily Consumption of Chlorine
Go
Verified Average Flow given Capacity of Chlorinator at Peak Flow
Go
Verified Capacity of Chlorinator at Peak Flow
Go
Verified Dosage Used given Average Daily Consumption of Chlorine
Go
Verified Dosage Used given Capacity of Chlorinator at Peak Flow
Go
Verified Number of Coliform Organisms at Any Initial Time
Go
Verified Number of Coliform Organisms at Any Particular Time
Go
Verified Peaking Factor given Capacity of Chlorinator at Peak Flow
Go
Verified Residence Time given Number of Coliform Organisms at Any Particular Time
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 using Peak Discharge in Circular Settling Tanks
Go
Verified Design Surface Loading Rate given Surface Area of Circular Settling Tank
Go
Verified Influent Flow Rate given Return Activated Sludge Flow Rate
Go
Verified Maximum Solids given Solid Loading Rate
Go
Verified Mixed Liquor Suspended Solids in Aeration Tank using Maximum Solids
Go
Verified Peak Discharge given Surface Area of Circular Settling Tank
Go
Verified Peak Discharge in Circular Settling Tanks
Go
Verified Peaking Factor using Peak Discharge in Circular Settling Tanks
Go
Verified Return Activated Sludge Flow Rate
Go
Verified Solids Processed given Actual Solid Loading Rate
Go
Verified Surface Area given Solid Loading Rate
Go
Verified Surface Area of Circular Settling Tank
Go
Verified Total Settling Tank Surface Area given Actual Solid Loading Rate
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 given Dewatered Sludge Discharge Rate
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 given Volume of Aerated Grit Chamber
Go
Verified Chamber Length using Air supply required
Go
Verified Chosen Air Supply given Air supply required
Go
Verified Chosen Depth given Width of Grit Chamber
Go
Verified Depth given Length of Grit Chamber
Go
Verified Detention Time given Volume of each Grit Chamber
Go
Verified Length of Grit Chamber
Go
Verified Peak Flow Rate given Volume of Each Grit Chamber
Go
Verified Selected Width-Ratio given Width of Grit Chamber
Go
Verified Volume Flow Rate given Volume of Aerated Grit Chamber
Go
Verified Volume of Aerated Grit Chamber
Go
Verified Volume of Each Grit Chamber
Go
Verified Volume using Length of Grit Chamber
Go
Verified Width of Grit Chamber
Go
Verified Width using Length of Grit Chamber
Go
Verified Density of Air given Volume of Air Required
Go
Verified Density of Water given Volume of Digested Sludge
Go
Verified Digester Total Suspended Solids given Volume of Aerobic Digester
Go
Verified Initial Weight of Oxygen given Weight of Oxygen Required
Go
Verified Percent Solids given Volume of Digested Sludge
Go
Verified Solids Retention Time given Volume of Aerobic Digester
Go
Verified Specific Gravity of Digested Sludge given Volume of Digested Sludge
Go
Verified Volatile Fraction of Digester Suspended Solids when Volume of Aerobic Digester is considered
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 given Weight of Oxygen Required
Go
Verified Weight of Oxygen given Volume of Air
Go
Verified Weight of Oxygen Required to Destroy VSS
Go
Verified Weight of Sludge given Volume of Digested Sludge
Go
Verified Weight of VSS given Weight of Oxygen Required
Go
Verified BOD in given Percent Stabilization
Go
Verified BOD in given Quantity of Volatile Solids
Go
Verified BOD in given Volume of Methane Gas Produced
Go
Verified BOD Out given Percent Stabilization
Go
Verified BOD Out given Quantity of Volatile Solids
Go
Verified BOD Out given Volume of Methane Gas Produced
Go
Verified BOD Per Day given Volumetric Loading in Anaerobic Digester
Go
Verified Endogenous Coefficient given Quantity of Volatile Solids
Go
Verified Hydraulic Retention Time given Volume Required for Anaerobic Digester
Go
Verified Influent Sludge Flow Rate given Volume Required for Anaerobic Digester
Go
Verified Mean Cell Residence Time given Quantity of Volatile Solids
Go
Verified Percent Stabilization
Go
Verified Quantity of Volatile Solids Produced Each Day
Go
Verified Volatile Solids produced given Percent Stabilization
Go
Verified Volatile Solids produced given Volume of Methane Gas produced
Go
Verified Volume of Methane Gas Produced at Standard Conditions
Go
Verified Volume Required for Anaerobic Digester
Go
Verified Volumetric Flow Rate given Volumetric Loading in Anaerobic Digester
Go
Verified Volumetric Loading in Anaerobic Digester
Go
Verified Yield Coefficient given Quantity of Volatile Solids
Go
Verified Depth of Tank given Top Area
Go
Verified Depth of Tank given Volume of Conical Humus Tank
Go
Verified Diameter of Tank given Volume of Conical Humus Tank
Go
Verified Top Area of Tank given Volume of Conical Humus Tank
Go
Verified Volume of Conical Humus Tank
Go
Verified Volume of Conical Humus Tank given Top Area
Go
Verified Height to Length Ratio given Settling Velocity
Go
Verified Length to Depth Ratio given Settling Velocity
Go
Verified Overflow Rate given Discharge
Go
Verified Rate of Flow given Detention Time
Go
Verified Volume of Tank given Detention Time
Go
Verified Coefficient of Discharge given Distance in X Direction from Center of Weir
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 Weir
Go
Verified Horizontal Flow Velocity given Distance in X Direction from Center of Weir
Go
Verified Horizontal Flow Velocity given Half Width of Bottom Portion of Weir
Go
Verified Width of Channel given Distance in X Direction from Center of Weir
Go
Verified Width of Channel given Half Width of Bottom Portion of Weir
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 given Depth of Drains for Drains upto 15 Cumecs
Go
Created Area given Hydraulic Loading
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 given Axial Load for Tied Columns
Go
Created Tension Reinforcement Area given Axial Load for Tied Columns
Go
7 More Design Under Axial Compression with Biaxial Bending Calculators
Go
Created Detention Period given Falling Speed of Smaller Particle
Go
Created Detention Time given Displacement Efficiency of Sedimentation Tank
Go
Created Detention Time in Sedimentation Tank
Go
Created Detention Time with respect to Discharge Rate
Go
Verified Detention Time for Circular Tank
Go
Verified Detention Time for Rectangular Tank
Go
Verified Detention Time given Discharge
Go
Verified Second moment of instantaneous unit hydrograph or IUH
Go
4 More Determination of n and S of Nash's Model Calculators
Go
Verified Constant Factor given Population at Last Census
Go
Verified Earlier Census Date given Constant Factor
Go
Verified Earlier Census Date given Proportionality Factor
Go
Verified Last Census Date given Constant Factor
Go
Verified Last Census Date given Proportionality Factor
Go
Verified Population at Earlier Census
Go
Verified Population at Last Census
Go
Verified Population at Last Census given Proportionality Factor
Go
Verified Proportionality Factor given Population at Last Census
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 Grain for given Friction Factor
Go
Verified Diameter of Grain given Rugosity Coefficient
Go
Verified Diameter of Grain given Self Cleaning Invert Slope
Go
Verified Diameter of Grain given Self Cleansing velocity
Go
Verified Diameter of Particle given Coefficient of Drag
Go
Verified Diameter of Particle given Reynold Number
Go
Verified Diameter of Particle given Settling Velocity and Coefficient of Drag
Go
Verified Diameter of Particle given Settling Velocity for Inorganic Solids
Go
Verified Diameter of Particle given Settling Velocity for Modified Hazen's Equation
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Verified Diameter of Particle given Settling Velocity for Organic Matter
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Verified Diameter of Particle given Settling Velocity for Turbulent Settling
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Verified Diameter of Particle given Settling Velocity of Spherical Particle
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Verified Diameter of Particle given Settling Velocity within Transition Zone
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Created Diameter for Settling Velocity with respect to Kinematic Viscosity
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Created Diameter given Displacement Velocity by Camp
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Created Diameter given Settling Velocity at 10 degree Celsius
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Created Diameter given Settling Velocity given Celsius
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Created Diameter given Settling Velocity in Fahrenheit
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Created Diameter given Settling Velocity with respect to Dynamic Viscosity
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Created Diameter given Specific Gravity of Particle and Viscosity
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Created Diameter given temperature given Celsius for diameter greater than 0.1mm
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Created Diameter given temperature given Fahrenheit
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Created Diameter of Particle given Particle Reynold's Number
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Created Diameter of Particle given Settling Velocity
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Created Diameter of Particle given Settling Velocity with respect to Specific Gravity
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Created Diameter of Particle given Volume of Particle
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Verified Catchment Area given Peak Rate of Runoff
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Verified Factors Dependent Constant given Peak Rate of Runoff
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Verified Peak Rate of Runoff from Dicken's Formula
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Verified Confined Aquifer Discharge given Aquifer Constant
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Verified Discharge given Aquifer Constant
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Verified Discharge given Difference in Drawdowns at Two Wells
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Verified Discharge of Full Flow given Hydraulic Mean Depth for Partial flow
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Verified Discharge of Full Flow given Hydraulic Mean Depth Ratio
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Verified Discharge Ratio given Hydraulic Mean Depth for Full Flow
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Verified Discharge Ratio given Hydraulic Mean Depth Ratio
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Verified Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow
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Verified Self Cleansing Discharge given Hydraulic Mean Depth Ratio
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Verified Discharge from Open Well given Depression Head
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Verified Discharge from Open Well given Mean Velocity of Water Percolating
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Verified Discharge from Well given Specific Capacity
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Verified Discharge from Well given Specific Capacity for Clay Soil
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Verified Discharge from Well given Specific Capacity for Coarse Sand
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Verified Discharge from Well given Specific Capacity for Fine Sand
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Verified Discharge Coefficient with known discharge
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Verified Discharge for Rectangular Channel Section using manning's equation
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Verified Discharge Passing through Parshall Flume given Discharge Coefficient
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Verified Discharge through Control Section
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3 More Discharge in Channel Calculators
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Verified Discharge Entering Basin given Cross-section Area of Tank
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Verified Discharge Entering Basin given Flow Velocity
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Verified Discharge Entering Basin given Settling Velocity
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Verified Discharge given Detention Time for Circular Tank
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Verified Discharge given Detention Time for Rectangular Tank
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Verified Discharge given Height to Length Ratio
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Verified Discharge given Overflow Rate
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Verified Discharge given Plan Area
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Verified Discharge given Plan Area for Particular Sized Particle
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Verified Discharge given Settling Velocity of Particular Sized Particle
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Verified Discharge in Well given Constant Depression Head and Area of Well
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Verified Discharge in Well under Constant Depression Head
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Verified Discharge given Drawdown
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Verified Discharge given Formation Constant T
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Verified Discharge given Time at 1st and 2nd Instance
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Verified Discharge given Difference between Modified Drawdowns
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Verified Unconfined Aquifer Discharge given Aquifer Constant
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Created Discharge Rate given Detention Time
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Created Discharge Rate given Detention Time in Sedimentation Tank
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Created Discharge Rate given Height at Outlet Zone with respect to Area of Tank
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Created Discharge Rate given Height at Outlet Zone with respect to Discharge
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Created Discharge Rate given Ratio of Removal with respect to Discharge
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Created Discharge Rate given Vertical Falling Speed in Sedimentation Tank
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Created Discharge Rate given Vertical Falling Speed in Sedimentation Tank with respect to Area
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Created Discharge Rate with respect to Settling Velocity
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Created Displacement Efficiency of Sedimentation Tank
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Created Flow through Period given Displacement Efficiency of Sedimentation Tank
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Created Beta Constant given Displacement Velocity by Camp
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Created Displacement Velocity by Camp
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Created Displacement Velocity for Fine Particles
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Created Displacement Velocity given Settling Velocity
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Created Displacement Velocity when friction factor is 0.025
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Verified Maximum Rate of Effluent Application of Leaching Surface
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Verified Maximum Rate of Effluent Application of Leaching Surface by BIS
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Verified Standard Percolation Rate given Maximum Rate of Effluent Application
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Verified Standard Percolation Rate given Maximum Rate of Effluent Application by BIS
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Created Area of Opening given Inlet Capacity for Flow Depth more than 1ft 5in
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Verified Depression in Curb Inlet given Runoff Quantity with Full Gutter flow
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Created Depth of Flow given Inlet Capacity for Flow Depth more than 1ft 5in
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Created Inlet Capacity for Flow Depth more than 1ft 5in
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6 More Disposing of storm water Calculators
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Created Actual DO
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Created Mixing Concentration
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Created River Stream Concentration
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Created River Stream Flow Rate
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Created Saturation DO
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Created Sewage Concentration
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Created Sewage Flow Rate
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Created DO Consumed by Diluted Sample given BOD in Sewage
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Created DO Consumed by Diluted Sample given Dilution Factor
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Verified Dosing Rate
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Verified Dosing Rate given Rotational Speed
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Created Drag Coefficient given Frictional Drag
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Created Drag Coefficient given Settling Velocity
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Created Drag Coefficient given Settling Velocity with respect to Specific Gravity
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Created Drag Coefficient with respect to Reynold's Number
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Created General form of Drag Coefficient
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Verified Angle of Inclination given drag force
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Verified Bed Slope of Channel given Drag Force
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Verified Drag Force Exerted by Flowing Water
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Verified Drag Force or Intensity of Tractive force
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Verified Rugosity Coefficient given Drag Force
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Verified Thickness of Sediment given Drag Force
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Verified Unit Weight of Water given Drag Force
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Verified Area of Particle given Drag Force Offered by Fluid
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Verified Drag Force Offered by Fluid
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Verified Velocity of Fall given Drag Force Offered by Fluid
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Created Diameter given Drag Force as per Stokes Law
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Created Drag Force as per Stokes Law
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Created Frictional Drag
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Created Projected Area given Frictional Drag
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Verified Change in Drawdown given Chow's Function
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Verified Change in Drawdown given Formation Constant T
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Verified Change in Drawdown given Time at 1st and 2nd Instance
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Verified Drawdown given Chow's Function
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Verified Drawdown given Well Function
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Verified Drawdown at Well given Radius of Influence
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Verified Drawdown Value measured at Well
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Verified Drawdown at Well given Coefficient of Transmissibility
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Verified Drawdown at Well given Coefficient of Transmissibility with Base 10
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Verified Drawdown at Well given Confined Aquifer Discharge
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Verified Drawdown at Well given Confined Aquifer Discharge with Base 10
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Verified Difference in Drawdowns at Two Wells given Aquifer Constant
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Verified Drawdown in Well 1 given Aquifer Constant
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Verified Drawdown in Well 1 given Aquifer Constant and Discharge
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Verified Drawdown in Well 1 given Thickness of Aquifer from Impermeable Layer
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Verified Drawdown in Well 2 given Aquifer Constant
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Verified Drawdown in Well 2 given Aquifer Constant and Discharge
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Verified Drawdown in Well 2 given Thickness of Aquifer from Impermeable Layer
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Verified Catchment Area given Peak Rate of Runoff from Dredge Formula
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Verified Length of Drain given Peak Rate of Runoff from Dredge Formula
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Verified Peak Rate of Runoff from Dredge Formula
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Created Dry unit weight given Bulk unit weight and Degree of saturation
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Created Dry unit weight given Percentage of air voids
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Created Dry unit weight given Submerged unit weight of soil and Porosity
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Created Dry unit weight given unit weight of solids
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Created Dry unit weight given Water content
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Created Dry unit weight given Water content at full saturation
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Verified Dry Unit Weight of Soil when Saturation is 0 Percent
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Verified Dynamic Viscosity given Mean Velocity of Flow with Pressure Gradient
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Verified Dynamic Viscosity given Pressure Head Drop
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4 More Dynamic Viscosity Calculators
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Created Dynamic Viscosity for Settling Velocity with respect to Dynamic Viscosity
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Created Dynamic Viscosity given Drag Force as per Stokes Law
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Created Dynamic Viscosity given Particle Reynold's Number
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Verified Coefficient of Permeability given Maximum and Minimum Permeability for Earth Dam
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Verified Coefficient of Permeability given Quantity of seepage in length of dam
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Verified Maximum Permeability given Coefficient of Permeability for Earth Dam
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Verified Minimum Permeability given Coefficient of Permeability for Earth Dam
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Verified Setup above Pool Level using Zuider Zee Formula
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Verified Superficial area of flow Given Seepage Discharge in Earth Dam
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Verified Zuider Zee formula for Average depth of Water given Setup above Pool level
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18 More Earth Dam Calculators
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Verified Height of Water above Bottom of Wall given Total Thrust from Water Retained behind Wall
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Verified Total Thrust from Water Retained by Wall
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Verified Unit Weight of Water given Total Thrust from Water Retained behind Wall
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Verified Compacted Volume of Soil after Excavation of Soil
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Verified Load Factor given Original Volume of Soil
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Verified Loaded Volume of Soil given Original Volume of Soil
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Verified Loaded Volume of Soil given Percent Swell
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Verified Original Volume of Soil before Excavation
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Verified Original Volume of Soil before Excavation given Percent Swell
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Verified Swell in Soil given Original Volume of Soil
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2 More Earth quantities hauled Calculators
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Verified Coefficient of Traction given Usable Pull
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Verified Total Road Resistance given Rolling Resistance and Grade Resistance
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Verified Usable Pull to Overcome Loss of Power with Altitude
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Verified Weight on Wheels given Total Road Resistance
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11 More Earthmoving Calculators
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Verified Area given Hydraulic Loading Rate per Unit Area
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Verified BOD of Effluent Getting Out of Filter
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Verified BOD of Influent Entering Filter
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Verified Discharge given Hydraulic Loading Rate per Unit Area
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Verified Hydraulic Loading Rate given BOD of Influent Entering Filter
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Verified Hydraulic Loading Rate given Discharge
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Verified Barometric Pressure given Group Refractive Index
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Verified Corrected Slope Distance for Refractive Index
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Verified Essen and Froome Formula for Group Refractive Index
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Verified Group Refractive Index at Standard Conditions
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Verified Group Refractive Index if Temperature and Humidity are different from Standard Values
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Verified IUCG Formula for Refractive Index
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Verified Overall Standard Error
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Verified Partial Pressure of Water Vapour given Refractive Index
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Verified Partial Pressure of Water Vapour in I. U. C. G Formula for Refractive Index
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Verified Partial Pressure of Water Vapour when Temperature Effects are Considered
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Verified Temperature Difference given Partial Pressure
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Verified Wave Velocity in Medium
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Verified Wave Velocity in Vacuum
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Verified Reduced Distance
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Verified Spheroidal Distance
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Verified Spheroidal Distance for Geodimeters
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Verified Spheroidal Distance for Tellurometers
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Verified Buoyancy given Effective Weight of Particle
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Verified Effective Weight of Particle
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Verified Effective Weight of Particle given Buoyancy
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Verified Radius of Particle given Effective Weight of Particle
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Verified Total Weight given Effective Weight of Particle
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Verified Unit weight of Particle given Effective Weight of Particle
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Verified Unit Weight of Water given Effective Weight of Particle
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Created Efficiency of First Filter given BOD Loading for Second Filter
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Created Efficiency of First Filter Stage
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Created Efficiency of First Filter Stage given Overall Efficiency
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Created Efficiency of First Filter Stage using Efficiency of Second Filter Stage
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Created Efficiency of Second Filter Stage
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Created Efficiency of Second Filter Stage given Overall Efficiency
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Created Overall Efficiency given Efficiency of First and Second Filter Stage
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Created Overall Efficiency of Two Stage Trickling Filter
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Verified Efficiency of Single Stage High Rate Trickling Filter
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Verified Efficiency of Single Stage High Rate Trickling Filter given Unit Organic Loading
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Verified Filter Volume given Volume of Raw Sewage
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Verified Final Efficiency after Two Stage Filtration
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Verified Initial Efficiency given Final Efficiency after Two Stage Filtration
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Verified Recirculation Factor given Recirculation ratio
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Verified Recirculation Factor given Volume of Raw Sewage
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Verified Recirculation Ratio given Volume of Raw Sewage
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Verified Unit Organic Loading on Filter
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Verified Unit Organic Loading using Efficiency of Filter
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Verified Volume of Raw Sewage given Recirculation ratio
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Verified Volume of Recirculated Sewage given Recirculation ratio
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Verified Effluent BOD given Oxygen Demand and Ultimate BOD Both
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Verified Effluent BOD given Oxygen Demand of Biomass
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Verified Effluent BOD given Oxygen Required in Aeration Tank
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Verified Effluent BOD given Ultimate BOD
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Created Effluent Flow Rate given Wasting Rate from Return Line
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Created Effluent Substrate Concentration given Net Waste Activated Sludge
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Created Effluent Substrate Concentration given Theoretical Oxygen Requirement
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Created Effluent Substrate Concentration given Volume of Reactor
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Verified Diameter of Circular Section
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Verified Width of Egg Shaped Section given Diameter of Circular Section
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Verified Elastic Modulus of Rock given Deflection Due to Moments on Arch Dam
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Verified Elastic Modulus of Rock given Deflection Due to Shear on Arch Dam
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4 More Elastic Modulus of Rock Calculators
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Verified Completion time for given distance of path
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Verified Distance Measured
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Verified Velocity in Medium given Distance
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Verified Angle of Internal Friction given Factor of Safety for Cohesive Soil
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Verified Angle of Internal Friction given Shear Strength of Cohesive Soil
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Verified Angle of Internal Friction given Stability Number
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Verified Factor of Safety for Cohesive Soil
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Verified Factor of Safety for Cohesive Soil given Cohesion
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Verified Factor of Safety with Respect to Cohesion given Critical Depth
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Verified Factor of Safety with Respect to Cohesion given Mobilised Cohesion
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Verified Factor of Safety with Respect to Cohesion given Stability Number
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Verified Stability Number for Cohesive Soil
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Verified Stability Number for Cohesive Soil given Mobilised Cohesion
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Verified Stability Number given Angle of Internal Friction
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Verified Stability Number given Factor of Safety with Respect to Cohesion
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Verified Angle of Internal Friction given Angle of Inclination and Slope angle
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Verified Angle of Internal Friction given Angle of Mobilised Friction
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Verified Angle of Internal Friction given Effective Normal Stress
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Verified Angle of Internal Friction given Shear Strength along Slip Plane
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Verified Angle of Internal Friction given Shear Strength and Submerged Unit Weight
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Verified Angle of Internal Friction given Submerged Unit Weight
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Verified Angle of Internal Friction given Weight of Wedge
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Verified Factor of Safety given Angle of Inclination and Slope angle
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Verified Factor of Safety given Angle of Mobilised Friction
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Verified Factor of Safety given Length of Slip Plane
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Verified Length of Slip Plane given Cohesive force along Slip Plane
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Verified Length of Slip Plane given Factor of Safety
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Verified Length of Slip Plane given Height from Toe of Wedge to Top of Wedge
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Verified Length of Slip Plane given Shear Strength along Slip Plane
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Verified Length of Slip Plane given Weight of Wedge of Soil
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Verified Unit Weight of Soil given Angle of Inclination and Slope angle
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Verified Unit Weight of Soil given Angle of Mobilised Friction
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Verified Unit Weight of Soil given Height from Toe of Wedge to Top of Wedge
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Verified Unit Weight of Soil given Safe Height from Toe to Top of Wedge
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Verified Unit Weight of Soil given Weight of Wedge
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Verified Weight of Wedge given Factor of Safety
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Verified Weight of Wedge given Height from Toe of Wedge to Top of Wedge
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Verified Weight of Wedge given Shear Strength along Slip Plane
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Verified Weight of Wedge given Shear Stress along Slip Plane
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Verified Weight of Wedge of Soil
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Verified Cross Sectional Area with known Elongation of Tapering Bar due to self weight
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Verified Length of rod of truncated conical section
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Verified Modulus of Elasticity of Bar with known elongation of Truncated Conical Rod due to Self Weight
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Verified Specific weight of Truncated Conical Rod using its elongation due to Self Weight
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Verified Uniform stress on bar due to self weight
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6 More Elongation due to Self weight Calculators
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Verified Elongation of Conical bar due to Self Weight
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Verified Length of Bar using Elongation of Conical Bar with Cross-sectional area
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Verified Length of Prismatic Rod given Elongation due to Self Weight in Uniform Bar
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Verified Modulus of Elasticity of Bar given Elongation of Conical Bar due to Self Weight
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Verified Self Weight of Conical section with known Elongation
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8 More Elongation of Tapering Bar due to Self Weight Calculators
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Created Endogenous Decay Coefficient given Observed Cell Yield
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Created Endogenous Decay Constant given Volume of Reactor
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Verified Endogenous Respiration Rate Constant given Mass of Wasted Activated Sludge
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Verified Endogenous Respiration Rate Constant given Maximum Yield Coefficient
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Verified Endogenous Respiration Rate Constant given Reciprocal of Sludge Age
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Verified Chezy Formula for Energy Slope of Rectangular Channel
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Verified Energy Slope given Slope of Dynamic Equation of Gradually Varied Flow
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Verified Energy Slope of channel given Energy Gradient
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Verified Energy Slope of Rectangular channel
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Verified Length of Culvert given Velocity of Flow Fields
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5 More Entrance and Exit Submerged Calculators
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Verified Average Daily Flow given Maximum Daily Flow for Areas of Moderate Sizes
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Verified Average Daily Flow given Maximum Hourly Flow
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Verified Average Daily Flow given Minimum Daily Flow for Areas of Moderate Sizes
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Verified Average Daily Sewage Flow given Minimum Hourly Flow
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Verified Average Daily Sewage Flow given Peak Sewage Flow
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Verified Maximum Daily Flow for Areas of Moderate Sizes
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Verified Maximum Daily Flow given Maximum Hourly Flow
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Verified Maximum Hourly Flow given Average Daily Flow
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Verified Maximum Hourly Flow given Maximum Daily Flow for Areas of Moderate Sizes
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Verified Minimum Daily Flow for Areas of Moderate Sizes
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Verified Minimum Daily Sewage Flow given Minimum Hourly Flow
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Verified Minimum Hourly Flow given Minimum Daily Flow for Areas of Moderate Sizes
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Verified Minimum Hourly Sewage Flow given Average Daily Flow
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Verified Peak Sewage Flow given Population in Thousands
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Verified Population in Thousands given Peak Sewage Flow
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Verified Flood Frequency given Recurrence Interval
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Verified Flood Index given Flood Discharge
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Verified Number of Years after which Such Flood Recorded for Fuller's Formula
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Verified Number of Years given Recurrence Interval by California Method
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Verified Number of Years given Recurrence Interval by Hazen's Method
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Verified Actual Vapour Pressure given Evaporation Loss Per Day
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Verified Actual Vapour Pressure given Evaporation Loss Per Month
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Verified Atmospheric Pressure given Change in Vapour Pressure
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Verified Atmospheric Pressure given Evaporation Loss Per Day
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Verified Change in Vapour Pressure given Evaporation Loss Per Day
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Verified Change in Vapour Pressure given Evaporation Loss Per Month
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Verified Constant Dependent on Depth of Water Bodies given Change in Vapour Pressure
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Verified Constant Dependent on Depth of Water Bodies given Evaporation Loss Per Month
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Verified Constant Used in Meyer's Formula given Evaporation Loss Per Month
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Verified Constant used in Rohwer's Formula given Change in Vapour Pressure
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Verified Constant used in Rohwer's Formula given Evaporation Loss Per Day
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Verified Evaporation Loss Per Day
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Verified Evaporation Loss Per Day given Change in Vapour Pressure
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Verified Evaporation Loss Per Month
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Verified Evaporation Loss Per Month given Change in Vapour Pressure
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Verified Evaporation Loss Per Month given Deep Water Body
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Verified Evaporation Loss Per Month given Shallow Water Body
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Verified Evaporation Loss Per Month when Constant Used in Meyer's Formula is 16
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Verified Maximum Vapour Pressure given Evaporation Loss Per Day
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Verified Maximum Vapour Pressure given Evaporation Loss Per Month
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Verified Mean Wind Velocity at Ground Level given Evaporation Loss Per Day
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Verified Monthly Mean Wind Velocity given Evaporation Loss Per Month
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Verified Angle of Inclination given Saturated Unit Weight
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Verified Angle of Inclination given Shear Strength and Submerged Unit Weight
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Verified Angle of Inclination given Submerged Unit Weight
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Verified Angle of Inclination given Vertical Stress and Saturated Unit Weight
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Verified Depth of Prism given Effective Normal Stress
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Verified Depth of Prism given Normal Stress and Saturated Unit Weight
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Verified Depth of Prism given Saturated Unit Weight
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Verified Depth of Prism given Shear Stress and Saturated Unit Weight
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Verified Depth of Prism given Submerged Unit Weight and Effective Normal Stress
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Verified Depth of Prism given Upward Force
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Verified Depth of Prism given Upward Force due to Seepage Water
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Verified Depth of Prism given Vertical Stress and Saturated Unit Weight
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Verified Saturated Unit Weight given Effective Normal Stress
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Verified Saturated Unit Weight given Factor of Safety
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Verified Saturated Unit Weight given Normal Stress Component
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Verified Saturated Unit Weight given Shear Strength
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Verified Saturated Unit Weight given Shear Stress Component
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Verified Saturated Unit Weight given Vertical Stress on Prism
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Verified Saturated Unit Weight given Weight of Soil Prism
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Created Falling Speed given Height at Outlet Zone with respect to Area of Tank
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Created Falling Speed given Ratio of Removal with respect to Discharge
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Created Falling Speed given Ratio of Removal with respect to Settling Velocity
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Created Falling Speed given Surface Area with respect to Settling Velocity
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Created Falling Speed of Smaller Particle
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Created Concrete Column Elasticity Modulus using Flexural Stiffness
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Created Moment of Inertia of Centroidal Axis given Flexural Stiffness
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4 More Flat Plate Construction Calculators
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Verified External Diameter of Pipe given Load Per Unit Length for Flexible Pipes
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Verified Fill Coefficient given Load Per Unit Length for Flexible Pipes
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Verified Load Per Unit Length for Flexible Pipes
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Verified Specific Weight of Fill Material given Load Per Unit Length for Flexible Pipes
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Verified Width of Trench given Load Per Unit Length for Flexible Pipes
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Verified Flood Coefficient given Flood Discharge
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Verified Flood Discharge
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Verified Flood Discharge by Dicken's Formula
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Verified Flood Discharge by Dicken's Formula for Northern India
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Verified Flood Discharge by Dicken's Formula in FPS unit
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Verified Flood Discharge by Fanning's Formula
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Verified Flood Discharge by Fanning's Formula given Average Value of Constant
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Verified Flood Discharge by Fuller's Formula
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Verified Flood Discharge by Inglis Formula
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Verified Flood Discharge by Nawab Jang Bahadur Formula
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Verified Flood Discharge for Area within 24 KM from Coast
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Verified Flood Discharge for Area within 24 KM to 161 KM from Coast
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Verified Flood Discharge for Catchment of Former Bombay Presidency
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Verified Flood Discharge for Limited Area near Hills
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Verified Flood Discharge for Madras Catchment
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Verified Flood Discharge for Madras Catchment in FPS Unit
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Verified Flood Discharge by Creager
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Verified Flood Discharge in FPS Unit by Fanning's Formula
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Verified Flood Discharge in FPS Unit by Fanning's Formula given Average Value of Constant
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Verified Flood Discharge in FPS Unit by Fuller's Formula
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Verified Flood Discharge in FPS Unit by Inglis Formula
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Verified Flood Discharge in FPS Unit by Nawab Jang Bahadur Formula
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Verified Flood Discharge in FPS Unit for Area within 24 KM from Coast
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Verified Flood Discharge in FPS Unit for Area within 24 KM to 161 KM from Coast
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Verified Flood Discharge in FPS Unit for Catchment of Former Bombay Presidency
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Verified Flood Discharge in FPS Unit for Limited Area near Hills
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Verified Change in Storage denoting beginning and end of Time Interval with respect to Inflow and Outflow
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Verified Rate of Change of Storage
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14 More Flood Routing Calculators
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Verified Flood Serial Number given Recurrence Interval by California Method
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Verified Flood Serial Number given Recurrence Interval by Gumbel's Method
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Verified Flood Serial Number given Recurrence Interval by Hazen's Method
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Verified Hydraulic Depth given Section Factor
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Verified Section Factor in open channel
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Verified Top Width given Section Factors
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Verified Wetted Area given Section Factor
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Verified Coefficient of Permeability given Discharge
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Verified Depth of Water in Gallery given Discharge
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Verified Discharge Passing through Vertical Section of Infiltration Gallery
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Verified Distance between Infiltration Gallery and Source given Discharge
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Verified Height of Saturated Zone given Discharge
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Verified Average Power for Most economical pipe diameter for distribution system
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Verified Cost given Most economical pipe diameter of distribution system
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Verified Most economical pipe diameter for distribution system of water
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5 More Flow Over Notches and Weirs Calculators
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Verified Flow Velocity given Coefficient of Permeability
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Verified Flow Velocity given Rate of Flow
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Verified Flow Velocity when Reynold's Number is Unity
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Verified Flow Velocity given Length of Tank
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Verified Flow Velocity given Length to Depth Ratio
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Verified Flow Velocity of Water Entering Tank
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Verified Flow Velocity of Water Entering Tank given Cross-section Area of Tank
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Verified Conversion Factor given Flow Velocity
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Verified Energy Loss given Flow Velocity
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Verified Flow Velocity using Manning's formula
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Verified Hydraulic Radius given Flow Velocity
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Verified Water Flow Equation
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3 More Flow velocity in straight sewers Calculators
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Verified Self Cleansing Velocity given Bed Slope for Partial Flow
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Verified Self Cleansing Velocity given Hydraulic Mean Depth for Full Flow
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Verified Self Cleansing Velocity given Hydraulic Mean Depth Ratio
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Verified Self Cleansing Velocity using Ratio of Bed Slope
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Verified Velocity of Full Flow given Hydraulic Mean Depth for Full Flow
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Verified Velocity of Full Flow given Hydraulic Mean Depth Ratio
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Verified Velocity Ratio given Hydraulic Mean Depth Ratio
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Verified Velocity Ratio given Ratio of Bed Slope
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Verified Velocity when Running Full using Bed Slope for Partial Flow
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Verified Velocity when Running Full using Ratio of Bed Slope
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Verified Biological Oxygen Demand influent
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Verified BOD Influent given MLSS
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Verified BOD Load Applied given MLSS
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Verified BOD Load applied to Aeration System
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Verified BOD of Influent Sewage given BOD Load applied
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Verified Daily BOD Load given Food to Microorganism Ratio
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Verified Food to Microorganism Ratio
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Verified Food to Microorganism Ratio given MLSS
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Verified Microbial Mass in Aeration System
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Verified Microbial Mass in Aeration System given MLSS
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Verified Mixed Liquor Suspended Solid
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Verified MLSS given BOD Load Applied to Aeration System
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Verified MLSS given Microbial Mass in Aeration System
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Verified Sewage Flow given Food to Microorganism Ratio
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Verified Sewage Flow given MLSS
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Verified Sewage Flow into Aeration System given BOD Load applied
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Verified Total Microbial Mass given Food to Microorganism Ratio
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Verified Volume of Tank given Food to Microorganism Ratio
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Verified Volume of Tank given Microbial Mass in Aeration System
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Verified Volume of Tank given MLSS
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Verified Maximum Moment for Symmetrical Concrete Wall Footing
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Verified Uniform Pressure on Soil given Maximum Moment
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1 More Footing Calculators
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Verified Elasticity Modulus for Allowable Compressive Stress in Rectangular Section
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3 More Forest Products Laboratory Recommendations Calculators
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Verified Form Drag of Vessel given Total Longitudinal Current Load on Vessel
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6 More Form Drag Calculators
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Verified Constant dependent on Well Function given Formation Constant S
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Verified Formation Constant given Drawdown
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Verified Formation Constant S
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Verified Formation Constant S given Radial Distance
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Verified Formation Constant T given Change in Drawdown
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Verified Formation Constant T given Formation Constant S
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Verified Formation Constant T given Radial Distance
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Verified Net Bearing Capacity of Long Footing in Foundation Stability Analysis
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10 More Foundation Stability Analysis Calculators
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Verified Constant used in FPS Unit for Flood Discharge by Dicken's Formula
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Verified Constant used in FPS Unit for Flood Discharge for Madras Catchment
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Verified Constant used in FPS Unit given Flood Discharge by Fanning's Formula
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Verified Constant used in FPS Unit given Flood Discharge by Fuller's Formula
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Verified Constant used in FPS Unit given Flood Discharge by Nawab Jang Bahadur Formula
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Verified Constant used in FPS Unit when Flood Discharge by Creager's Formula
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Verified Number of Simultaneous Fire Stream
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Verified Population by Freeman's Formula given Quantity of Water
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Verified Population given Number of Simultaneous Fire Stream
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Verified Quantity of Water by Freeman's Formula
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Verified Friction Factor when Head Loss is due to Frictional Resistance
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5 More Friction Factor Calculators
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Verified Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing
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Verified Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing given Shape Factor
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Verified Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing
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Verified Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing given Shape Factor
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Verified Bearing Capacity Factor Dependent on Unit Weight for Rectangular Footing
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Verified Bearing Capacity Factor Dependent on Weight for Rectangular Footing given Shape Factor
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Verified Cohesion of Soil for Rectangular Footing given Shape Factor
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Verified Cohesion of Soil given Ultimate Bearing Capacity for Rectangular Footing
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Verified Effective Surcharge for Rectangular Footing
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Verified Effective Surcharge for Rectangular Footing given Shape Factor
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Verified Length of Rectangular Footing given Ultimate Bearing Capacity
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Verified Ultimate Bearing Capacity for Rectangular Footing
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Verified Ultimate Bearing Capacity for Rectangular Footing given Shape Factor
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Verified Unit Weight of Soil for Rectangular Footing given Shape Factor
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Verified Unit Weight of Soil given Ultimate Bearing Capacity for Rectangular Footing
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Verified Coefficient of Permeability given Discharge for Fully Penetrating Well
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Verified Depth of Water in Well given Discharge for Fully Penetrating Well
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Verified Discharge for Fully Penetrating Well
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Verified Radius of Influence of unconfined aquifer with known discharge
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Verified Radius of Well of unconfined aquifer with known discharge
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Verified Thickness of Aquifer given Discharge for Fully Penetrating Well
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Verified Bearing Capacity Factor Dependent on Cohesion for General Shear Failure
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Verified Bearing Capacity Factor Dependent on Surcharge for General Shear Failure
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Verified Bearing Capacity Factor Dependent on Unit Weight for General Shear Failure
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Verified Cohesion of Soil given Net Ultimate Bearing Capacity for General Shear Failure
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Verified Effective Surcharge given Net Ultimate Bearing Capacity for General Shear Failure
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Verified Net Ultimate Bearing Capacity for General Shear Failure
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Verified Unit Weight of Soil under Strip Footing for General Shear Failure
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Verified Width of Strip Footing given Net Ultimate Bearing Capacity
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Verified Average Percentage Increase given Future Population from Geometrical Increase Method
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Verified Average Percentage Increase given Future Population of 2 Decades by Geometrical Method
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Verified Average Percentage Increase given Future Population of 3 Decades by Geometrical Method
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Verified Future Population at End of 2 Decades in Geometrical Increase Method
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Verified Future Population at End of 3 Decades in Geometrical Increase Method
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Verified Future Population at End of n Decades in Geometrical Increase Method
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Verified Number of Decades given Future Population from Geometrical Increase Method
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Verified Present Population given Future Population from Geometrical Increase Method
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Verified Present Population given Future Population of 2 Decades by Geometrical Increase Method
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Verified Present Population given Future Population of 3 Decades by Geometrical Increase Method
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Verified Wetted Perimeter given Hydraulic Mean Depth
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5 More Geometrical Properties of Channel Section Calculators
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Verified Allowable Bending Stress in Compression Flange
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Verified Allowable Shear Stress with Tension Field Action
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Verified Allowable Shear Stress without Tension Field Action
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Verified Area of Flange given Plate Girder Stress Reduction Factor
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Verified Area of Web given Plate Girder Stress Reduction Factor
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Verified Depth to Thickness Ratio of Girder with Transverse Stiffeners
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Verified Hybrid Girder Factor
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Verified Maximum depth to thickness Ratio for Unstiffened Web
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Verified Plate Girder Stress Reduction Factor
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Verified Camber given Gradient
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Verified Grade Compensation formula 1
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Verified Grade Compensation formula 2
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Verified Radius of Road given Grade Compensation formula 2
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8 More Gradients Calculators
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Verified Area of Section given Energy Gradient
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Verified Area of Section given Total Energy
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Verified Bed Slope given Energy Slope of Rectangular channel
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Verified Bed Slope given Slope of Dynamic Equation of Gradually Varied Flow
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Verified Bottom Slope of channel given Energy Gradient
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Verified Chezy Formula for Bed Slope given Energy Slope of Rectangular Channel
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Verified Chezy Formula for Depth of Flow given Energy Slope of Rectangular Channel
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Verified Depth of Flow given Energy Slope of Rectangular channel
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Verified Depth of Flow given Total Energy
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Verified Discharge given Energy Gradient
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Verified Discharge given Froude Number
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Verified Discharge given Total Energy
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Verified Energy Gradient given bed slope
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Verified Energy Gradient given slope
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Verified Froude Number given Slope of Dynamic Equation of Gradually Varied Flow
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Verified Froude Number given top width
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Verified Normal Depth given Energy Slope of Rectangular channel
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Verified Slope of Dynamic Equation of Gradually Varied Flow given Energy Gradient
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Verified Slope of Dynamic Equation of Gradually Varied Flows
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Verified Top Width given Energy Gradient
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Verified Top Width given Froude Number
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3 More Gradually Varied Flow Calculators
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Verified Pressure P1 given Resultant is within Middle Third and Width of Base
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Verified Pressure P2 given Resultant is within Middle Third and Width of Base
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5 More Gravity Retaining Wall Calculators
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Verified Reynolds Number of Value Unity
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6 More Groundwater Hydrology Calculators
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Verified Average Birth Rate Per Year given Natural Increase
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Verified Average Death Rate Per Year given Natural Increase
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Verified Design Period given Natural Increase
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Verified Future Population at End of n Decades given Migration
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Verified Migration given Future Population at End of n Decades
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Verified Natural Increase given Design Period
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Verified Natural Increase given Future Population at End of n Decades
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Verified Present Population given Future Population
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Verified Present Population given Natural Increase
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Verified Average Flood Discharge given Flood Discharge Having Highest Frequency
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Verified Flood Discharge given Gumbel's Reduced Variate
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Verified Flood Discharge Having Highest Frequency
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Verified Flood Discharge Having Highest Frequency given Gumbel's Reduced Variate
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Verified Gumbel's Constant given Gumbel's Reduced Variate
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Verified Gumbel's Constant given Standard Deviation
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Verified Gumbel's Correction given Recurrence Interval by Gumbel's Method
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Verified Gumbel's Reduced Variate
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Verified Number of Years given Recurrence Interval by Gumbel's Method
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Verified Probability of Occurrence given Recurrence Interval
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Verified Recurrence Interval by Gumbel's Method
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Verified Recurrence Interval given Probability
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Verified Standard Deviation given Flood Discharge Having Highest Frequency
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Verified Standard Deviation given Gumbel's Constant
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Verified Dynamic Viscosity given Pressure Drop over Length of Pipe with Discharge
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20 More Hagen–Poiseuille Equation Calculators
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Verified Coefficient Dependent on Pipe given Head Loss
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Verified Coefficient Dependent on Pipe given Radius of Pipe
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Verified Coefficient of Roughness of Pipe given Diameter of Pipe
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Verified Coefficient of Roughness of Pipe given Mean Velocity of Flow
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Verified Diameter of Pipe given Head Loss by Hazen Williams Formula
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Verified Diameter of Pipe given Hydraulic Gradient
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Verified Head Loss by Hazen Williams Formula
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Verified Head Loss by Hazen Williams Formula given Radius of Pipe
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Verified Hydraulic Gradient given Diameter of Pipe
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Verified Hydraulic Gradient given Mean Velocity of Flow
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Verified Hydraulic Radius given Mean Velocity of Flow
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Verified Length of Pipe by Hazen Williams Formula given Radius of Pipe
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Verified Length of Pipe given Head Loss by Hazen Williams Formula
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Verified Mean Velocity of Flow in Pipe by Hazen Williams Formula
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Verified Mean Velocity of Flow in Pipe given Diameter of Pipe
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Verified Radius of Pipe by Hazen Williams Formula given Length of Pipe
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Verified Velocity of Flow by Hazen Williams Formula given Radius of Pipe
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Verified Velocity of Flow given Head Loss by Hazen Williams Formula
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Created Height at Outlet Zone given Falling Speed of Smaller Particle
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Created Height at Outlet Zone given Ratio of Removal with respect to Tank Height
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Created Height at Outlet Zone with respect to Area of Tank
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Created Height at Outlet Zone with respect to Discharge
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Created Height at Outlet Zone with respect to Settling Velocity
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Created Height of Settling Zone given Cross-section Area of Sedimentation Tank
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Created Height of Settling Zone given Detention Time
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Created Height of Settling Zone given Height at Outlet Zone with respect to Area of Tank
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Created Height of Settling Zone given Height at Outlet Zone with respect to Discharge
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Created Height of Settling Zone given Height at Outlet Zone with respect to Settling Velocity
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Created Height of Settling Zone given Length of Sedimentation Tank with respect to Surface Area
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Created Height of Settling Zone given Length of Tank with respect to Darcy Weishbach Factor
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Created Height of Settling Zone given Length of Tank with respect to Height for Practical Purpose
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Created Height of Settling Zone given Ratio of Removal with respect to Tank Height
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Verified Modulus of Elasticity given Hoop Stress due to temperature fall with strain
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Verified Strain for Hoop Stress due to temperature fall
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4 More Hoop Stress due to Temperature Fall Calculators
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Verified Allowable Speed of Vehicle on curve without super-elevation
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Verified Centrifugal Force given Centrifugal Ratio on road without super elevation
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Verified Coefficient of Friction given General Equation of Super-elevation on Road
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Verified Distance between wheels given Centrifugal Factor on road for equilibrium
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Verified Friction given Allowable Speed of Vehicle on curve without super-elevation
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Verified Impact Factor on road without super elevation for equilibrium
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Verified Super-elevation when lateral friction is not considered for V in kmph
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Verified Weight of Vehicle given Centrifugal Force on vehicle on road without super elevation
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20 More Horizontal Curves Calculators
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Verified Hydraulic gradient given Flow Velocity
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Verified Hydraulic gradient given Rate of Flow
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Verified Head given Discharge under Dams on Soft or Porous Foundations
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Verified Head given Hydraulic gradient per unit head for Dams on Soft Foundations
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Verified Head given Length of Conduit after using Area of Pipe in Discharge
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Verified Head given Minimum Safe Length of Travel path under Dams
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Verified Head given Neutral stress per unit area for Dams on Soft Foundations
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Verified Conjugate Depth y1 given Critical Depth
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Verified Conjugate Depth y1 given Froude Number Fr2
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Verified Conjugate Depth y2 given Critical Depth
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Verified Discharge Per Unit Width of Channel given Conjugate Depths
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Verified Energy Loss in Hydraulic Jump given Mean Velocities
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6 More Hydraulic Jump in Rectangular Channel Calculators
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Verified Flowrate applied to Filter without Recirculation given Hydraulic Loading
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Verified Hydraulic Loading of Filter
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Verified Influent Wastewater Hydraulic Loading Rate given Total Hydraulic Loading Rate
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Verified Recycle Flow Hydraulic Loading Rate given Total Hydraulic Loading Rate
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Verified Total Applied Hydraulic Loading Rate
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Verified Hydraulic Mean Depth given Self Cleaning Invert Slope
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Verified Hydraulic Mean Depth given Self Cleansing Velocity
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Verified Hydraulic Mean Depth of Channel given Drag Force
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Verified Hydraulic Mean Depth for Full Flow given Bed Slope for Partial Flow
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Verified Hydraulic Mean Depth for Full Flow given Self Cleansing Velocity
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Verified Hydraulic Mean Depth for Full Flow given Velocity Ratio
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Verified Hydraulic Mean Depth for Partial Flow given Bed Slope for Partial Flow
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Verified Hydraulic Mean Depth for Partial Flow given Self Cleansing Velocity
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Verified Hydraulic Mean Depth for Partial Flow given Velocity Ratio
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Verified Hydraulic Mean Depth Ratio given Discharge Ratio
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Verified Hydraulic Mean Depth Ratio given Self Cleansing Discharge
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Verified Hydraulic Mean Depth Ratio given Velocity Ratio
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Created Hydraulic Retention Time given Food to Microorganism Ratio
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2 More Hydraulic Retention Time Calculators
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Verified Effective head for Power in Kilowatt
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Verified Effective head for Power obtained from water flow in horsepower
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Verified Effective head given Power obtained from water flow in horsepower
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Verified Flow rate given Power obtained from water flow in Kilowatt
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Verified Unit weight of water for Power obtained from water flow in Kilowatt
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14 More Hydroelectric Power Generation Calculators
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Verified Catchment Area given Direct Runoff depth
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Verified Catchment Area in sq km given Number of Days after Peak
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Verified Catchment Area in sq miles given Number of Days after Peak
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Verified Direct Runoff depth given Sum of Ordinates
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Verified Number of Days after Peak given Area in sq km
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Verified Number of Days after Peak given Area in sq miles
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Verified Sum of Ordinates of Direct Runoff given Direct Runoff depth
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Verified Time Interval between Successive Ordinates given Direct Runoff depth
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I-Beam (1)
Verified Maximum Longitudinal Shear Stress in Web for I beam
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11 More I-Beam Calculators
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Created Impelling Force
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Created Volume of Particle given Impelling Force
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Verified Average Increase Per Decade given Future Population from Incremental Increase Method
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Verified Average Increase Per Decade given Future Population of 2 Decades by Incremental Method
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Verified Average Increase Per Decade given Future Population of 3 Decades by Incremental Method
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Verified Average Incremental Increase given Future Population from Incremental Increase Method
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Verified Average Incremental Increase given Future Population of 2 Decades by Incremental Method
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Verified Average Incremental Increase given Future Population of 3 Decades by Incremental Method
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Verified Future Population at End of 2 Decades in Incremental Increase Method
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Verified Future Population at End of 3 Decades in Incremental Increase Method
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Verified Future Population at End of n Decades in Incremental Increase Method
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Verified Present Population given Future Population from Incremental Increase Method
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Verified Present Population given Future Population of 2 Decades by Incremental Increase Method
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Verified Present Population given Future Population of 3 Decades by Incremental Increase Method
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Verified Dry Unit Weight of Soil given Relative Density
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Created Maximum porosity given relative density in porosity
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Verified Maximum Unit Weight of Soil given Relative Density
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Verified Maximum Void Ratio of Soil given Relative Density
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Created Minimum porosity given relative density in porosity
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Verified Minimum Unit Weight of Soil given Relative Density
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Verified Minimum Void Ratio of Soil given Relative Density
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Verified Natural Void Ratio of Soil given Relative Density
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Created Porosity given relative density in porosity
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Created Relative density given porosity
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Verified Relative Density of Cohesionless Soil given Unit Weight of Soil
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Verified Relative Density of Cohesionless Soil given Void Ratio
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Created Effluent BOD given Overall Efficiency of Two-Stage Trickling Filter
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Created Influent BOD given BOD Loading for First Stage Filter
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Created Influent BOD given Overall Efficiency of Two-stage Trickling Filter
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Verified Effluent BOD given Mass of Wasted Activated Sludge
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Verified Effluent BOD given Specific Substrate Utilisation Rate Per Day
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Verified Influent BOD given Mass of Wasted Activated Sludge
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Verified Influent BOD given Specific Substrate Utilisation Rate Per Day
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Verified Influent BOD given Oxygen Demand and Ultimate BOD Both
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Verified Influent BOD given Oxygen Demand of Biomass
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Verified Influent BOD given Oxygen Required in Aeration Tank
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Verified Influent BOD given Ultimate BOD
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Created Influent Substrate Concentration for Organic Loading using Hydraulic Retention Time
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Created Influent Substrate Concentration given Net Waste Activated Sludge
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Created Influent Substrate Concentration given Organic Loading
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Created Influent Substrate Concentration given Theoretical Oxygen Requirement
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Created Influent Substrate Concentration given Volume of Reactor
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Verified Catchment Area given Peak Rate of Runoff from Inglis Formula
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Verified Peak Rate of Runoff from Inglis Formula
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Verified Peak Rate of Runoff from Inglis Formula Approximate
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Verified Chezy Constant using Chezy Formula given Normal Depth of Wide Rectangular Channel
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Verified Chezy Formula for Bed Slope given Normal Depth of Wide Rectangular Channel
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Verified Chezy Formula for Critical Depth given Normal Depth of Wide Rectangular Channel
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Verified Chezy Formula for Energy Slope
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Verified Chezy Formula for Hydraulic Radius given Energy Slope
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Verified Chezy Formula for Mean Velocity given Energy Slope
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Verified Chezy Formula for Normal Depth of Wide Rectangular Channel
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Verified Chezy's Constant using Chezy Formula given Energy Slope
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Verified Manning's Formula for Hydraulic Radius given Energy Slope
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Verified Manning's Formula for Mean Velocity given Energy Slope
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Verified Manning's Formula for Roughness Coefficient given Energy Slope
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1 More Integration of the Varied Flow Equation Calculators
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Verified Constant Factor for Inter Censal Period
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Verified Earlier Census Date for Inter Censal Period
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Verified Mid Year Census Date for Inter Censal Period
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Verified Population at Earlier Census for Inter Censal Period
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Verified Population at Mid Year
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Verified Earlier Census Date for Geometric Increase Method
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Verified Mid Year Census Date for Geometric Increase Method
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Verified Population at Earlier Census for Geometric Increase Method
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Verified Population at Mid Year for Geometric Increase Method
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Verified Proportionality Factor for Geometric Increase Method
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Verified Aquifer Thickness when Interference among Three Well is Present
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Verified Aquifer Thickness when Interference among Well is Present
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Verified Coefficient of Permeability when Interference among Three Well is Present
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Verified Coefficient of Permeability when Interference among Well is Present
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Verified Depth of Water in Well when Interference among Three Well is Present
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Verified Depth of Water in Well when Interference among Well is Present
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Verified Discharge through Each Well when Interference among Three Well is Present
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Verified Discharge through Each Well when Interference among Well is Present
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Verified Distance between well when Interference among three well is present
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