Calculators Created by Suraj Kumar

Created Bearing Capacity Factor Dependent on Cohesion for Circular Footing

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Created Bearing Capacity Factor Dependent on Cohesion for Square Footing

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Created Bearing Capacity for Circular Footing given Value of Bearing Capacity Factor

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Created Bearing Capacity of Cohesive Soil for Circular Footing

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Created Bearing Capacity of Cohesive Soil for Square Footing

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Created Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor

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Created Cohesion of Soil given Bearing Capacity for Circular Footing

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Created Cohesion of Soil given Bearing Capacity for Square Footing

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Created Effective Surcharge for Circular Footing given Value of Bearing Capacity Factor

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Created Effective Surcharge given Bearing Capacity for Circular Footing

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Created Effective Surcharge given Bearing Capacity for Square Footing

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Created Length of Footing given Bearing Capacity for Square Footing

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Created Width of Footing given Bearing Capacity for Square Footing

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Created Bearing Capacity Factor Dependent on Surcharge for Circular Footing

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Created Bearing Capacity Factor Dependent on Surcharge for Square Footing

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Created Bearing Capacity Factor Dependent on Surcharge for Strip Footing

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Created Bearing Capacity Factor Dependent on Unit Weight for Circular Footing

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Created Bearing Capacity Factor Dependent on Unit Weight for Square Footing

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Created Bearing Capacity Factor Dependent on Unit Weight for Strip Footing

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Created Bearing Capacity of Non Cohesive Soil for Circular Footing

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Created Bearing Capacity of Non Cohesive Soil for Square Footing

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Created Bearing Capacity of Non Cohesive Soil for Strip Footing

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Created Diameter of Circular Footing given Bearing Capacity

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Created Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Circular Footing

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Created Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Square Footing

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Created Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Strip Footing

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Created Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing

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Created Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing

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Created Unit Weight of Non Cohesive Soil given Bearing Capacity of Strip Footing

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Created Width of Square Footing given Bearing Capacity

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Created Width of Strip Footing given Bearing Capacity

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Created Angle of Internal Friction given Bearing Capacity by by Vesic's Analysis

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Created Bearing Capacity Factor Dependent on Unit Weight by Vesic's Analysis

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Created Depth of Footing given Effective Surcharge

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Created Depth of Footing given Net Ultimate Bearing Capacity

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Created Depth of Footing given Safe Bearing Capacity

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Created Depth of Footing given Ultimate Bearing Capacity

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Created Effective Surcharge given Depth of Footing

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Created Effective Surcharge given Factor of Safety

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Created Effective Surcharge given Net Pressure Intensity

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Created Effective Surcharge given Ultimate Bearing Capacity

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Created Factor of Safety given Net Safe Bearing Capacity

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Created Factor of Safety given Safe Bearing Capacity

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Created Factor of Safety given Ultimate Bearing Capacity

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Created Net Pressure Intensity

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Created Net Safe Bearing Capacity

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Created Net Safe Bearing Capacity given Safe Bearing Capacity

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Created Net Safe Bearing Capacity given Ultimate Bearing Capacity

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Created Net Ultimate Bearing Capacity given Depth of Footing

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Created Net Ultimate Bearing Capacity given Net Safe Bearing Capacity

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Created Net Ultimate Bearing Capacity given Safe Bearing Capacity

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Created Net Ultimate Bearing Capacity given Ultimate Bearing Capacity

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Created Safe Bearing Capacity

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Created Safe Bearing Capacity given Net Ultimate Bearing Capacity

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Created Ultimate Bearing Capacity

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Created Ultimate Bearing Capacity given Depth of Footing

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Created Ultimate Bearing Capacity given Factor of Safety

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Created Ultimate Bearing Capacity of Soil under Long Footing at Surface of Soil

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Created Angle of Internal Friction given Bearing Capacity Factors

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Created Bearing Capacity Factor Dependent on Surcharge given Angle of Internal Friction

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Created Bearing Capacity Factor Dependent on Surcharge given Unit Weight Bearing Capacity Factor

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Created Bearing Capacity Factor Dependent on Unit Weight Given Angle of Internal Friction

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Created Length of Footing given Angle of Shearing Resistance by Meyerhof's Analysis

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Created Plane Strain Angle of Shearing Resistance by Meyerhof's Analysis

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Created Triaxial Angle of Shearing Resistance by Meyerhof's Analysis

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Created Width of Footing given Angle of Shearing Resistance by Meyerhof's Analysis

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Verified Breaking Distance

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Verified Velocity of Vehicle given Breaking Distance

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5 More Braking Distance Calculators

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Verified Deflection given Maximum Bending Stress at Proof Load of Leaf Spring

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3 More Deflection Calculators

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Created Discharge in Well given Constant Depression Head and Area of Well

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Created Discharge in Well under Constant Depression Head

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Verified Mean Velocity of Flows

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4 More Mean Velocity of Flow Calculators

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Created Adjusted Design Value for Compression Parallel to Grain

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Created Adjusted Design Value for Compression Perpendicular to Grain

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Created Adjusted Design Value for End Grain in Bearing Parallel to Grain

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Created Adjusted Design Value for Shear

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Created Adjusted Design Value for Tension

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Verified Allowable Shear Stress in Bridges

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2 More Allowable Stress Design for Shear in Bridges Calculators

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Created Aquifer Constant

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Created Aquifer Constant given Difference in Drawdowns at Two Wells

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Created Aquifer Constant given Drawdown in Well

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Created Aquifer Constant given Difference between Modified Drawdowns

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Created Aquifer Constant given Modified Drawdown

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Created Confined Aquifer Discharge given Coefficient of Transmissibility

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Created Confined Aquifer Discharge given Coefficient of Transmissibility and Depth of Water

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Created Confined Aquifer Discharge given Depth of Water in Two Wells

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Created Confined Aquifer Discharge given Drawdown at Well

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Created Confined Aquifer Discharge with Base 10 given Coefficient of Transmissibility

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Created Confined Aquifer Discharge with Base 10 given Drawdown at Well

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Created Discharge in Confined Aquifer

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Created Discharge in Confined Aquifer given Coefficient of Transmissibility

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Created Discharge in Confined Aquifer with Base 10

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Created Discharge in Confined Aquifer with Base 10 given Coefficient of Transmissibility

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Created Discharge from Two Wells with Base 10

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Created Discharge given Length of Strainer

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Created Discharge in Unconfined Aquifer

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Created Discharge in Unconfined Aquifer with Base 10

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Created Discharge when Two Observation Well is Taken

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Created Rate of Flow given Coefficient of Permeability

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Created Rate of Flow given Flow Velocity

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Created Aquifer Loss Coefficient

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Created Aquifer Loss given Aquifer Loss Coefficient

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Created Aquifer Loss given Drawdown

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Created Aquifer Thickness from Impermeable Layer given Coefficient of Transmissibility

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Created Aquifer Thickness from Impermeable Layer given Coefficient of Transmissibility with Base 10

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Created Aquifer Thickness from Impermeable Layer given Discharge in Confined Aquifer

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Created Aquifer Thickness from Impermeable Layer given Discharge in Confined Aquifer with Base 10

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Created Aquifer Thickness given Confined Aquifer Discharge

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Created Aquifer Thickness given Confined Aquifer Discharge with Base 10

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Created Aquifer Thickness given Depth of Water in Two Wells

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Created Thickness of Confined Aquifer given Discharge in Confined Aquifer

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Created Thickness of Confined Aquifer given Discharge in Confined Aquifer with Base 10

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

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Created Thickness of Aquifer given Discharge in Unconfined Aquifer

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Created Thickness of Aquifer given Drawdown Value measured at Well

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Created Thickness of Aquifer from Impermeable Layer given Drawdown in Well 1

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Created Thickness of Aquifer from Impermeable Layer given Drawdown in Well 2

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Created Thickness of Aquifer from Impermeable Layer given Modified Drawdown in Well 1

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Created Thickness of Aquifer from Impermeable Layer given Modified Drawdown in Well 2

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Created Area of Basin given Flood Discharge by Dicken's Formula

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Created Area of Basin given Flood Discharge by Dicken's Formula for Northern India

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

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Created Area of Cross-section for Full Flow given Discharge Ratio

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Created Area of Cross-section for Full Flow given Hydraulic Mean Depth and Discharge Ratio

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Created Area of Cross-Section for Full Flow given Hydraulic Mean Depth Ratio

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Created Area of Cross-Section for Partial Flow given Discharge Ratio

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Created Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio

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Created Area of Cross-Section for Partial Flow given Hydraulic Mean Depth Ratio

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Created Area of Filter given Hydraulic Loading

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

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Created Area of Trickling Filter when we have Volumetric Flowrate

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Verified Area of Tank for Discharge Rate with respect to Settling Velocity

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Verified Area of Tank given Height at Outlet Zone with respect to Area of Tank

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Verified Area of Tank given Vertical Falling Speed in Sedimentation Tank with respect to Area

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Verified Cross Sectional Area given Surface Area with respect to Darcy Weishbach Friction Factor

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Verified Cross Sectional Area of Sedimentation Tank

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

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

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Created Plan Area given Settling Velocity

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Created Plan Area given Settling Velocity of Particular Sized Particle

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Created Average Increment for 2 Decade given Future Population by Arithmetic Increase Method

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Created Average Increment for 3 Decade given Future Population by Arithmetic Increase Method

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Created Average Increment for n Decade given Future Population by Arithmetic Increase Method

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Created Future Population at End of 2 Decades by Arithmetic Increase Method

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Created Future Population at End of 3 Decades by Arithmetic Increase Method

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Created Future Population at End of n Decades by Arithmetic Increase Method

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Created Number of Decades given Future Population by Arithmetic Increase Method

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Created Present Population given Future Population at End of 2 Decades by Arithmetic Increase Method

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Created Present Population given Future Population at End of 3 Decades by Arithmetic Increase Method

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Created Present Population given Future Population at End of n Decades by Arithmetic Increase Method

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Verified Boundary Shear Stress

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Verified Hydraulic Radius given Boundary Shear Stress

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Verified Slope of Channel Bottom given Boundary Shear Stress

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Verified Specific Weight of Liquid given Boundary Shear Stress

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5 More Average velocity in uniform flow in channels Calculators

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Created Chezy's Constant by Bazin's Formula

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Created Hydraulic Mean Depth given Chezy's Constant by Bazin's Formula

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Created Bearing Area Factor

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Created Bearing Length given Bearing Area Factor

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1 More Bearing Area Factor Calculators

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Created Bearing Capacity Factor Dependent on Cohesion given Effective Surcharge

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Created Bearing Capacity Factor Dependent on Cohesion given Safe Bearing Capacity

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Created Bearing Capacity Factor Dependent on Cohesion given Ultimate Bearing Capacity

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Created Bearing Capacity Factor Dependent on Surcharge given Effective Surcharge

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Created Bearing Capacity Factor Dependent on Surcharge given Safe Bearing Capacity

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Created Bearing Capacity Factor Dependent on Surcharge given Ultimate Bearing Capacity

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Created Bearing Capacity Factor Dependent on Weight given Effective Surcharge

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Created Bearing Capacity Factor Dependent on Weight given Safe Bearing Capacity

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Created Bearing Capacity Factor Dependent on Weight given Ultimate Bearing Capacity

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Created Angle of shearing resistance given weight of wedge

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Created Bearing Capacity Factor Dependent on Cohesion given Loading Intensity

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Created Bearing Capacity Factor Dependent on Surcharge given Loading Intensity

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Created Bearing Capacity Factor Dependent on Unit Weight given Loading Intensity

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Created Cohesion of Soil given Bearing Capacity Factors

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Created Cohesion of Soil given Loading Intensity by Terzaghi's Analysis

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Created Downward Force on Wedge of Soil given Load Intensity

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Created Effective over burden pressure above base of footing

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Created Load Intensity given Downward Force on Wedge of Soil

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Created Loading Intensity by Terzaghi's Analysis

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Created Loading Intensity using Bearing Capacity Factors

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Created Unit weight of soil below foundation

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Created Unit Weight of Soil given Loading Intensity by Terzaghi's Analysis

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Created Unit Weight of Soil given Weight of Wedge and Width of Footing

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Created Weight of Wedge given Width of Footing

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Created Width of Footing given Load Intensity

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Created Width of Footing given Weight of Wedge

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Created Width of Footing using Bearing Capacity Factors

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Created Bed Slope for Full Flow given Bed Slope for Partial Flow

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Created Bed Slope for Full Flow given Velocity Ratio

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Created Bed Slope for Partial Flow

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Created Bed Slope for Partial Flow given Velocity Ratio

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Created Ratio of Bed Slope given Velocity Ratio

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Verified Live Load Moment given Stress in Steel for Unshored Members

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9 More Bending Stresses Calculators

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Created BOD5 Load given Organic Loading

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Created BOD5 of Influent Wastewater to Trickling Filter

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Created BOD5 of Settled Effluent from Trickling Filter

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Verified BOD given Dilution Factor

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Verified BOD in Sewage

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Verified BOD of Industry given Population Equivalent

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Created Change in Normal Stress given Overall Pore Pressure Coefficient

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Created Change in Pore Pressure given Overall Pore Pressure Coefficient

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Created Effective Angle of Internal Friction given Shear Force in Bishop's Analysis

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Created Effective Angle of Internal Friction given Shear Strength

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Created Effective Cohesion of Soil given Normal Stress on Slice

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Created Effective Cohesion of Soil given Shear Force in Bishop's Analysis

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Created Effective Stress on Slice

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Created Factor of Safety Given by Bishop

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Created Factor of Safety given Shear Force in Bishop's Analysis

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Created Height of Slice given Pore Pressure Ratio

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Created Horizontal Distance of Slice from Centre of Rotation

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Created Length of Arc of Slice

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Created Length of Arc of Slice given Effective Stress

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Created Length of Arc of Slice given Shear Force in Bishop's Analysis

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Created Normal Stress on Slice

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Created Normal Stress on Slice given Shear Strength

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Created Radius of Arc when Total Shear Force on Slice is available

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Created Resultant Vertical Shear Force on Section N

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Created Resultant Vertical Shear Force on Section N+1

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Created Total Weight of Slice given Total Shear Force on Slice

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Created Unit weight of Soil given Pore Pressure Ratio

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Created Weight of Slice given Total Normal Force Acting on Slice

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Created Ratio of BOD to Ultimate BOD

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Created Ratio of BOD to Ultimate given Oxygen Demand of Biomass

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Created Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank

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Created BOD5 given Oxygen Required in Aeration Tank

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Created BOD5 given Ratio of BOD to Ultimate BOD

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Created BOD5 when Ratio of BOD to Ultimate BOD is 0.68

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Verified Buoyant Force on Entire Submerged Body

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Verified Total Buoyant Force given Volumes of Elementary Prism Submerged in Fluids

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Verified Volume of Submerged Body given Buoyant Force on Entire Submerged Body

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9 More Buoyancy Force and Center of Buoyancy Calculators

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Created Drainage Area for Peak Rate of Runoff

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Created Maximum Rainfall Intensity given Peak Rate of Runoff

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Created Peak Rate of Runoff from Burkli-Ziegler Formula

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Created Runoff Coefficient for Peak Rate of Runoff

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Created Slope of Ground Surface given Peak Rate of Runoff

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Created Population by Buston's Formula given Quantity of Water

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Created Quantity of Water by Buston's Formula

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

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Verified Total Vertical Load for Minimum Intensity in horizontal plane on Buttress Dam

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10 More Buttress Dams using law of the trapezoid: Calculators

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Created Average Domestic Demand given Total Storage Capacity

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Created Average Domestic Demand given Value of McDonald Coefficient

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Created Duration of Fire when we have Reserve Storage

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Created Fire Demand given Total Storage Capacity

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Created Fire Demand given Value of McDonald Coefficient

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Created Fire Demand when we have Reserve Storage

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Created McDonald Coefficient b given Total Storage Capacity

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Created McDonald Coefficient given Total Storage Capacity

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Created Reserve Fire Pumping Capacity when we have Reserve Storage

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Created Reserve Storage

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Created Total Storage Capacity of Reservoirs

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Created Total Storage Capacity of Reservoirs given Value of McDonald Coefficient

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Created Catchment Area for Flood Discharge of Madras Catchment

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Created Catchment Area given Average Value of Constant

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Created Catchment Area given Flood Discharge

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Created Catchment Area given Flood Discharge by Fanning's Formula

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Created Catchment Area given Flood Discharge for Area within 24 KM from Coast

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Created Catchment Area given Flood Discharge for Area within 24 KM to 161 KM from Coast

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Created Catchment Area given Flood Discharge for Catchment of Former Bombay Presidency

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Created Catchment Area given Flood Discharge for limited Area near Hills

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Created Catchment Area given Flood Discharge for Madras Catchment

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Created Catchment Area given Flood Discharge in FPS Unit by Fanning's Formula

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Created Catchment Area given Flood Discharge within 24 km from Coast

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Created Bowl Radius given Centrifugal Acceleration Force

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Created Centrifugal Acceleration Force in Centrifuge

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Created Rotational Speed of Centrifuge using Centrifugal Acceleration Force

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Created Channel Flow Time or Gutter Flow Time

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Created Length of Drain given Channel Flow Time

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Created Peak Rate of Runoff from Nawab Jung Bahadur Formula

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Created Velocity in Drain given Channel Flow Time

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Created Coefficient of Permeability given Aquifer Loss Coefficient

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Created Discharge given Aquifer Loss

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Created Drawdown given Well Loss

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Created Radius of Well given Aquifer Loss Coefficient

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Verified Temperature in Kelvin given Speed of Sound

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Verified Wavelength of Wave

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Created Chezy's Constant given Velocity of Flow by Chezy's Formula

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Created Hydraulic Gradient given Velocity of Flow by Chezy's Formula

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Created Hydraulic Mean Radius of Channel

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Created Hydraulic Mean Radius of Channel given Velocity of Flow by Chezy's Formula

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Created Velocity of Flow by Chezy's Formula

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Created Wetted Perimeter with known Hydraulic Mean Radius of Channel

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Created Chow's Function given Constant dependent on Well Function

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Created Chow's Function given Well Function

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Verified Diameter of Section given flow depth in most efficient channel

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18 More Circular section Calculators

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Created Area of Cross-Section given Discharge

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Created Diameter of pipe given Area of Cross-section

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Created Diameter of Pipe using Hydraulic Mean Depth

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Created Discharge when Pipe is Running Full

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Created Hydraulic Mean Depth using Central Angle

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Created Velocity while Running Full given Discharge

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Created Area of Cross-Section while Running Partially Full given Discharge

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Created Area of Cross-section while Running Partially Full given Proportionate Area

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Created Area of Cross-section while Running Partially Full given Proportionate Discharge

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Created Discharge when Pipe Running Partially Full

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Created Discharge when Pipe Running Partially Full using Proportionate Discharge

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Created Hydraulic Mean Depth while Running Partially Full given Proportionate Hydraulic Mean Depth

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Created Hydraulic Mean Depth while Running Partially Full given Proportionate Velocity

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Created Roughness Coefficient while Running Partially Full using Proportionate Velocity

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Created Velocity while Running Partially Full given Discharge

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Created Velocity while Running Partially Full given Proportionate Discharge

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Created Velocity while Running Partially Full given Proportionate Velocity

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Verified Load given Total Maximum Shear Stress for close coiled helical spring having axial pull

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7 More Close-Coiled Helical Spring Calculators

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Created Coefficient of Drag for Transition Settling

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Created Coefficient of Drag for Transition Settling given Reynold Number

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Created Coefficient of Drag given Drag Force Offered by Fluid

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Created Coefficient of Drag given Reynold Number

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Created Coefficient of Drag given Settling Velocity of Spherical Particle

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Created Coefficient of Permeability given Confined Aquifer Discharge

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Created Coefficient of Permeability given Confined Aquifer Discharge with Base 10

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Created Coefficient of Permeability given Depth of Water in Two Wells

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Created Coefficient of Permeability given Discharge in Confined Aquifer

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Created Coefficient of Permeability given Discharge in Confined Aquifer with Base 10

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Created Coefficient of Permeability given Discharge and Length of Strainer

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Created Coefficient of Permeability given Discharge from Two Wells with Base 10

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Created Coefficient of Permeability given Discharge in Unconfined Aquifer

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Created Coefficient of Permeability given Discharge in Unconfined Aquifer with Base 10

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Created Coefficient of Permeability given Discharge of Two Wells under Consideration

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Created Coefficient of Permeability given Flow Velocity

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Created Coefficient of Permeability given Radius of Influence

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Created Coefficient of Permeability given Rate of Flow

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Verified Coefficient of Permeability Given Seepage Discharge in Earth Dam

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4 More Coefficient of permiability of earth dam Calculators

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Created Coefficient of Transmissibility given Confined Aquifer Discharge

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Created Coefficient of Transmissibility given Confined Aquifer Discharge with Base 10

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Created Coefficient of Transmissibility given Depth of Water in Two Wells

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Created Coefficient of Transmissibility given Discharge

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Created Coefficient of Transmissibility given Discharge in Confined Aquifer with Base 10

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Created Angle of Internal Friction given Shear Strength of Cohesionless Soil

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Created Angle of Internal Friction given Shear Strength of Soil

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Created Factor of Safety against Sliding given Angle of Internal Friction

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Created Normal Stress given Shear Strength of Cohesionless Soil

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Created Normal Stress given Shear Stress of Cohesionless Soil

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Created Shear Strength of Cohesionless Soil

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Created Shear Strength of Soil given Angle of Internal Friction

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Created Shear Stress of Soil given Angle of Internal Friction

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Created Cohesion given Critical Depth for Cohesive Soil

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Created Cohesion given Factor of Safety for Cohesive Soil

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Created Cohesion given Shear Strength of Cohesive Soil

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Created Cohesion given Stability Number for Cohesive Soil

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Created Cohesion of Soil given Factor of Safety for Cohesive Soil

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Created Cohesion of Soil given Factor of Safety with Respect to Cohesion

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Created Cohesion of Soil given Mobilised Cohesion

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Created Critical Depth for Cohesive Soil

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Created Critical Depth for Cohesive Soil given Factor of Safety with Respect to Cohesion

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Created Critical Depth given Stability Number for Cohesive Soil

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Created Depth at Mobilised Cohesion

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Created Depth at which Mobilised Cohesion is Considered given Critical Depth

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Created Depth at which Mobilised Cohesion is Considered given Stability Number

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Created Depth of Prism given Factor of Safety for Cohesive Soil

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Created Mobilised Cohesion

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Created Mobilised Cohesion given Stability Number for Cohesive Soil

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Created Normal Stress given Factor of Safety for Cohesive Soil

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Created Normal Stress given Shear Strength of Cohesive Soil

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Created Shear Strength of Cohesive Soil

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Created Shear Stress given Factor of Safety for Cohesive Soil

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Created Unit Weight of Soil given Critical Depth for Cohesive Soil

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Created Unit Weight of Soil given Factor of Safety for Cohesive Soil

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Created Unit Weight of Soil given Factor of Safety with Respect to Cohesion

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Created Unit Weight of Soil given Mobilised Cohesion

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Created Unit Weight of Soil given Stability Number for Cohesive Soil

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Verified Moment of resistance in bending equation

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Verified Radius of curvature using Distance from extreme fiber, Young's Modulus and stress induced

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19 More Combined Axial and Bending Loads Calculators

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Created Compaction Production by Compaction Equipment

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Created Compaction Production by Compaction Equipment when Efficiency Factor is Average

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Created Compaction Production by Compaction Equipment when Efficiency Factor is Excellent

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Created Compaction Production by Compaction Equipment when Efficiency Factor is Poor

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Created Efficiency Factor using Compaction Production by Compaction Equipment

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Created Number of Passes given Compaction Production by Compaction Equipment

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Created Ratio of Pay to Loose using Compaction Production by Compaction Equipment

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Created Speed of Roller given Compaction Production by Compaction Equipment

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Created Thickness of Lift given Compaction Production by Compaction Equipment

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Created Width of Roller given Compaction Production by Compaction Equipment

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Created Youngs modulus of concrete

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20 More Compression Calculators

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Created Pressure at AC

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Created Pressure at BC

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1 More Compression on Oblique Plane Calculators

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Created Mean Temperature in Entire Catchment given Run-off

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Created Mean Temperature in Entire Catchment given Run-off in cm

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Created Rainfall Intensity given Runoff Coefficient

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Created Runoff Coefficient given Rainfall Intensity

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Created Run-off Coefficient given Run-off

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Created Run-off given Run-off Coefficient

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Verified Area of Channel Section by Manning's Formula

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Verified Chezy Constant given Discharge

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Verified Discharge through channel

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Verified Manning's Formula for Hydraulic Radius of Channel Section given Conveyance of Section

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15 More Computation of Uniform Flow Calculators

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Created Concentration of Solids in Effluent given Mass of Solids Removed

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Created Concentration of Solids in Effluent given Sludge Age

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Created Concentration of Solids in Returned Sludge

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Created Concentration of Solids in Returned Sludge given MLSS

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Created Concentration of Solids in Returned Sludge given Sludge Age

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Created Constant Depending upon Soil at Base of Well

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Created Constant Depending upon Soil at Base of Well given Clay Soil

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Created Constant Depending upon Soil at Base of Well given Discharge from Well

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Created Constant Depending upon Soil at Base of Well given Fine Sand

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Created Constant Depending upon Soil at Base of Well given Specific Capacity

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

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Created Constant Depression Head given Discharge and Time in Hours

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Created Constant Depression Head given Discharge from Well

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Created Mean Velocity of Water Percolating into Well

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Created Percolation Intensity Coefficient given Discharge

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Created Time in Hours given Specific Capacity of Open Well

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Created Time in Hours given Specific Capacity of Open Well with Base 10

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Created Correction to be Subtracted from Slope Distance

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Created Correction to be Subtracted from Slope Distance given difference in Elevation

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Created Measured Length given Correction to be Subtracted from Slope Distance

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Created Measured Length given Temperature Correction

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Created Temperature Correction to Measured Length

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Created Tape Cross-Sectional Area for Tension Correction to Measured Length

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Created Tape Elasticity Modulus given Tension Correction to Measured Length

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Created Tension Correction to Measured Length

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2 More Correction for Tension and Sag to measured Length Calculators

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Created Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula

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Created Flow Velocity by Crimp and Burge's Formula

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Created Hydraulic Mean Depth given Flow Velocity by Crimp and Burge's Formula

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Created Critical Depth at Different Discharges

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Created Critical Depth given Depth of Parabolic Channel

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Created Critical Depth given Discharge through Control Section

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Created Critical Depth given Maximum Discharge

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Created Critical Depth in Control Section

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Verified Critical Oxygen Deficit

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Verified Critical Oxygen Deficit given Self Purification Constant

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Verified Critical Oxygen Deficit in First Stage Equation

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Verified Critical Time

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Verified Critical Time given Self Purification Constant

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Verified Critical Time given Self Purification Constant with Critical Oxygen Deficit

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Verified Critical Time given Self Purification Factor

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Verified Critical Time when we have Critical Oxygen Deficit

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Created Critical Velocity given Critical Depth in Control Section

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Created Critical Velocity given Depth of Section

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Created Critical Velocity given Discharge

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Created Critical Velocity given Discharge through Control Section

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Created Critical Velocity given Head Loss

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Created Critical Velocity given Maximum Discharge

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Created Critical Velocity given Total Energy at Critical Point

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Created Cross-sectional Area of Flow into well given Discharge

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Created Cross-sectional Area of Flow into well given Discharge from Open Well

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Created Cross-sectional Area of Well given Specific Capacity

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Created Cross-sectional Area of Well given Specific Capacity for Clay Soil

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Created Cross-sectional Area of Well given Specific Capacity for Coarse Sand

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Created Cross-sectional Area of Well given Specific Capacity for Fine Sand

Go

Created Cross-sectional Area of Well given Clay Soil

Go

Created Cross-sectional Area of Well given Constant Depending upon Soil at Base

Go

Created Cross-sectional Area of Well given Constant Depending upon Soil at Base with Base 10

Go

Created Cross-sectional Area of well given Discharge and Constant Depression Head

Go

Created Cross-sectional Area of Well given Discharge from Well

Go

Created Cross-sectional Area of Well given Fine Sand

Go

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

Go

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

Go

Created Dissolved Oxygen Saturation for Sewage

Go

Verified Discharge under Dams on Soft or Porous Foundations

Go

Verified Length of Conduit given Discharge under Dams on Soft or Porous Foundations

Go

Verified Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations

Go

Verified Neutral stress per unit area for Dams on Soft Foundations

Go

Verified Specific gravity of water for Total Pressure per unit Area for Dams on Soft Foundations

Go

17 More Dams on Soft or Porous Foundations by Darcy’s law Calculators

Go

Verified Area of Pipe given Total Required Power

Go

Verified Density of Liquid given Shear Stress and Darcy Friction Factor

Go

Verified Pressure Gradient given Total Required Power

Go

18 More Darcy – Weisbach Equation Calculators

Go

Created Average Velocity of Flow given Head Loss

Go

Created Average Velocity of Flow given Internal Radius of Pipe

Go

Created Darcy's Coefficient of Friction given Head Loss

Go

Created Darcy's Coefficient of Friction given Internal Radius of Pipe

Go

Created Head Loss due to Friction by Darcy Weisbach Equation

Go

Created Head Loss due to Friction given Internal Radius of Pipe

Go

Created Internal Diameter of Pipe given Head Loss

Go

Created Internal Radius of Pipe given Head Loss

Go

Created Length of Pipe given Head Loss due to Friction

Go

Created Length of Pipe given Internal Radius of Pipe

Go

Verified Darcy Weishbach Friction Factor given Surface Area with respect to Darcy Weishbach Factor

Go

Verified Darcy-Weishbach Friction Factor given Displacement Velocity for Fine Particles

Go

Created Cracking Moment for Reinforced Concrete Beams

Go

Created Distance from Centroidal Axis given Cracking Moment

Go

Created Moment of Inertia of Gross Concrete Section given Cracking Moment

Go

Verified Air content with respect to degree of saturation

Go

Created Buoyant Unit Weight of Soil with Saturation 100 Percent

Go

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

Go

Verified Degree of saturation given void ratio in specific gravity

Go

Verified Degree of saturation of soil sample

Go

Verified Volume of voids given degree of saturation of soil sample

Go

Verified Volume of water given degree of saturation of soil sample

Go

Verified Mass Density of Fluid given Frictional Drag

Go

Verified Mass Density of Fluid given Impelling Force

Go

Verified Mass Density of Fluid given Settling Velocity

Go

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

Go

Verified Mass Density of Particle given Impelling Force

Go

Verified Mass Density of Particle given Settling Velocity

Go

Verified Mass Density of Particle given Settling Velocity with respect to Dynamic Viscosity

Go

Verified Bulk density of soil

Go

Verified Density of solids

Go

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

Go

Verified Dry density of soil

Go

Verified Mass of saturated sample given saturated density of soil

Go

Verified Mass of solids given density of solids

Go

Verified Mass of solids given dry density of soil

Go

Verified Saturated density of soil

Go

Verified Saturated density when submerged density with respect to saturated density

Go

Verified Submerged density of soil

Go

Verified Submerged density with respect to saturated density

Go

Verified Submerged mass of soil given submerged density of soil

Go

Verified Total mass of soil given bulk density of soil

Go

Verified Total volume given saturated density of soil

Go

Verified Total volume given submerged density of soil

Go

Verified Total volume of soil given bulk density of soil

Go

Verified Total volume of soil given dry density of soil

Go

Created Density of Water given Kinematic Viscosity of Water

Go

Verified Deoxygenation Coefficient given Self Purification Constant

Go

Verified Deoxygenation Constant given Self Purification Constant with Critical Oxygen Deficit

Go

Verified Deoxygenation Constant

Go

Verified De-oxygenation Constant

Go

Verified Deoxygenation Constant at 20 degree Celsius

Go

Verified Deoxygenation Constant at given Temperature

Go

Verified Deoxygenation Constant given Organic Matter Present at Start of BOD

Go

Verified Deoxygenation Constant given Total Amount of Organic Matter Oxidised

Go

Created Constant Depression Head given Specific Capacity

Go

Created Constant Depression Head given Specific Capacity for Clay Soil

Go

Created Constant Depression Head given Specific Capacity for Coarse Sand

Go

Created Constant Depression Head given Specific Capacity for Fine Sand

Go

Created Depression Head given Discharge

Go

Created Depression Head in Well at Time T after Pumping Stopped

Go

Created Depression Head in Well at Time T after Pumping Stopped and Clay Soil is Present

Go

Created Depression Head in Well at Time T after Pumping Stopped and Coarse Sand is Present

Go

Created Depression Head in Well at Time T after Pumping Stopped and Fine Sand is Present

Go

Created Depression Head in Well at Time T after Pumping Stopped with Base 10

Go

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

Go

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

Go

Created Depression Head in Well at Time T after Pumping Stopped with Base 10 in Coarse Sand

Go

Created Depression Head in Well at Time T after Pumping Stopped with known Discharge and Time

Go

Created Depression Head in Well at Time T given Pumping Stopped and Constant

Go

Created Depression Head in Well at Time T given Pumping Stopped and Constant with Base 10

Go

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

Go

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

Go

Created Depression Head in Well given Pumping Stopped and Constant

Go

Created Depression Head in Well given Pumping Stopped and Constant with Base 10

Go

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

Go

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

Go

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

Go

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

Go

Created Depression Head in Well given Pumping Stopped with Discharge

Go

Created Depression Head in Well when Pumping Stopped

Go

Created Depression Head in Well when Pumping Stopped with Base 10

Go

Created Depth given Critical Velocity

Go

Created Depth given Discharge for Rectangular Channel Section

Go

Created Depth of Parabolic Channel given Critical Depth

Go

Created Depth of Parabolic Channel given Width of Parabolic Channel

Go

Created Depth of Actual Filter using Treatability Constant

Go

Created Depth of Tank given Detention Time

Go

Created Depth of Tank given Flow Velocity

Go

Created Depth of tank given Height to Length Ratio

Go

Created Height of Tank given Detention Time for Circular Tank

Go

Created Height of Tank given Flow Velocity

Go

Created Depth of Water in Well 1 given Drawdown in Well 1

Go

Created Depth of Water in Well 2 given Drawdown in Well 2

Go

Created Radial Distance from Well 1 given Aquifer Constant

Go

Created Radial Distance from Well 2 given Aquifer Constant

Go

Created Depth of Water in 1st Well given Coefficient of Transmissibility

Go

Created Depth of Water in 1st Well given Confined Aquifer Discharge

Go

Created Depth of Water in 2nd Well given Coefficient of Transmissibility

Go

Created Depth of Water in 2nd Well given Confined Aquifer Discharge

Go

Created Depth of Water in Well given Coefficient of Transmissibility

Go

Created Depth of Water in Well given Coefficient of Transmissibility with Base 10

Go

Created Depth of Water in Well given Discharge in Confined Aquifer

Go

Created Depth of Water in Well given Discharge in Confined Aquifer with Base 10

Go

Created Depth of Water at Point 1 given Discharge from Two Wells with Base 10

Go

Created Depth of Water at Point 1 given Discharge of Two Wells under Consideration

Go

Created Depth of Water at Point 2 given Discharge from Two Wells with Base 10

Go

Created Depth of Water at Point 2 given Discharge of Two Wells under Consideration

Go

Created Depth of Water in Well given Discharge in Unconfined Aquifer

Go

Created Depth of Water in Well given Drawdown Value measured at Well

Go

Created Average Daily Consumption of Chlorine

Go

Created Average Flow given Average Daily Consumption of Chlorine

Go

Created Average Flow given Capacity of Chlorinator at Peak Flow

Go

Created Capacity of Chlorinator at Peak Flow

Go

Created Dosage Used given Average Daily Consumption of Chlorine

Go

Created Dosage Used given Capacity of Chlorinator at Peak Flow

Go

Created Number of Coliform Organisms at Any Initial Time

Go

Created Number of Coliform Organisms at Any Particular Time

Go

Created Peaking Factor given Capacity of Chlorinator at Peak Flow

Go

Created Residence Time given Number of Coliform Organisms at Any Particular Time

Go

Created Total Chlorine Residual at Any Particular Time

Go

Created Actual Solid Loading Rate of Circular Settling Tanks

Go

Created Assumed Solid Loading Rate of Circular Settling Tanks

Go

Created Average Daily Load using Peak Discharge in Circular Settling Tanks

Go

Created Design Surface Loading Rate given Surface Area of Circular Settling Tank

Go

Created Influent Flow Rate given Return Activated Sludge Flow Rate

Go

Created Maximum Solids given Solid Loading Rate

Go

Created Mixed Liquor Suspended Solids in Aeration Tank using Maximum Solids

Go

Created Peak Discharge given Surface Area of Circular Settling Tank

Go

Created Peak Discharge in Circular Settling Tanks

Go

Created Peaking Factor using Peak Discharge in Circular Settling Tanks

Go

Created Return Activated Sludge Flow Rate

Go

Created Solids Processed given Actual Solid Loading Rate

Go

Created Surface Area given Solid Loading Rate

Go

Created Surface Area of Circular Settling Tank

Go

Created Total Settling Tank Surface Area given Actual Solid Loading Rate

Go

Created Dewatered Sludge or Cake Discharge Rate

Go

Created Percent Polymer Concentration given Polymer Feed Rate as Volumetric Flow Rate

Go

Created Percent Reduction in Sludge Volume

Go

Created Solids Recovery given Dewatered Sludge Discharge Rate

Go

Created Air supply required in Grit Chamber

Go

Created Assumed Grit Quantity given Volume of Aerated Grit Chamber

Go

Created Chamber Length using Air supply required

Go

Created Chosen Air Supply given Air supply required

Go

Created Chosen Depth given Width of Grit Chamber

Go

Created Depth given Length of Grit Chamber

Go

Created Detention Time given Volume of each Grit Chamber

Go

Created Length of Grit Chamber

Go

Created Peak Flow Rate given Volume of Each Grit Chamber

Go

Created Selected Width-Ratio given Width of Grit Chamber

Go

Created Volume Flow Rate given Volume of Aerated Grit Chamber

Go

Created Volume of Aerated Grit Chamber

Go

Created Volume of Each Grit Chamber

Go

Created Volume using Length of Grit Chamber

Go

Created Width of Grit Chamber

Go

Created Width using Length of Grit Chamber

Go

Created Density of Air given Volume of Air Required

Go

Created Density of Water given Volume of Digested Sludge

Go

Created Digester Total Suspended Solids given Volume of Aerobic Digester

Go

Created Initial Weight of Oxygen given Weight of Oxygen Required

Go

Created Percent Solids given Volume of Digested Sludge

Go

Created Solids Retention Time given Volume of Aerobic Digester

Go

Created Specific Gravity of Digested Sludge given Volume of Digested Sludge

Go

Created Volatile Fraction of Digester Suspended Solids when Volume of Aerobic Digester is considered

Go

Created Volume of Aerobic Digester

Go

Created Volume of Air Required at Standard Conditions

Go

Created Volume of Digested Sludge

Go

Created VSS as Mass Flow Rate given Weight of Oxygen Required

Go

Created Weight of Oxygen given Volume of Air

Go

Created Weight of Oxygen Required to Destroy VSS

Go

Created Weight of Sludge given Volume of Digested Sludge

Go

Created Weight of VSS given Weight of Oxygen Required

Go

Created BOD in given Percent Stabilization

Go

Created BOD in given Quantity of Volatile Solids

Go

Created BOD in given Volume of Methane Gas Produced

Go

Created BOD Out given Percent Stabilization

Go

Created BOD Out given Quantity of Volatile Solids

Go

Created BOD Out given Volume of Methane Gas Produced

Go

Created BOD Per Day given Volumetric Loading in Anaerobic Digester

Go

Created Endogenous Coefficient given Quantity of Volatile Solids

Go

Created Hydraulic Retention Time given Volume Required for Anaerobic Digester

Go

Created Influent Sludge Flow Rate given Volume Required for Anaerobic Digester

Go

Created Mean Cell Residence Time given Quantity of Volatile Solids

Go

Created Percent Stabilization

Go

Created Quantity of Volatile Solids Produced Each Day

Go

Created Volatile Solids produced given Percent Stabilization

Go

Created Volatile Solids produced given Volume of Methane Gas produced

Go

Created Volume of Methane Gas Produced at Standard Conditions

Go

Created Volume Required for Anaerobic Digester

Go

Created Volumetric Flow Rate given Volumetric Loading in Anaerobic Digester

Go

Created Volumetric Loading in Anaerobic Digester

Go

Created Yield Coefficient given Quantity of Volatile Solids

Go

Created Depth of Tank given Top Area

Go

Created Depth of Tank given Volume of Conical Humus Tank

Go

Created Diameter of Tank given Volume of Conical Humus Tank

Go

Created Top Area of Tank given Volume of Conical Humus Tank

Go

Created Volume of Conical Humus Tank

Go

Created Volume of Conical Humus Tank given Top Area

Go

Created Height to Length Ratio given Settling Velocity

Go

Created Length to Depth Ratio given Settling Velocity

Go

Created Overflow Rate given Discharge

Go

Created Rate of Flow given Detention Time

Go

Created Volume of Tank given Detention Time

Go

Created Coefficient of Discharge given Distance in X Direction from Center of Weir

Go

Created Distance in X Direction from Center of Weir

Go

Created Distance in Y Direction from Crest of Weir

Go

Created Half Width of Bottom Portion of Weir

Go

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

Go

Created Horizontal Flow Velocity given Half Width of Bottom Portion of Weir

Go

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

Go

Created Width of Channel given Half Width of Bottom Portion of Weir

Go

Created Dynamic Viscosity given Mean Velocity Gradient

Go

Created Dynamic Viscosity given Power Requirement for Flocculation

Go

Created Dynamic Viscosity given Power Requirement for Rapid Mixing Operations

Go

Created Flow Rate of Secondary Effluent given Volume of Flocculation Basin

Go

Created Hydraulic Retention Time given Volume of Rapid Mix Basin

Go

Created Mean Velocity Gradient given Power Requirement

Go

Created Mean Velocity Gradient given Power Requirement for Flocculation

Go

Created Mean Velocity Gradient given Power Requirement for Rapid Mixing Operations

Go

Created Power Requirement for Flocculation in Direct Filtration Process

Go

Created Power Requirement for Rapid Mixing Operations in Wastewater Treatment

Go

Created Power Requirement given Mean Velocity Gradient

Go

Created Required Volume of Flocculation Basin

Go

Created Retention Time given Volume of Flocculation Basin

Go

Created Time in Minutes Per Day given Volume of Flocculation Basin

Go

Created Volume of Flocculation Basin given power requirement for flocculation

Go

Created Volume of Mixing Tank given Mean Velocity Gradient

Go

Created Volume of Mixing Tank given Power Requirement for Rapid Mixing Operations

Go

Created Volume of Rapid Mix Basin

Go

Created Wastewater Flow given Volume of Rapid Mix Basin

Go

Verified Allowable Bearing Stress on Projected Area of Fasteners

Go

Verified Column Web Depth Clear of Fillets

Go

Verified Column Yield Stress given Column Web Depth Clear of Fillets

Go

Verified Column Yield Stress given Thickness of Column Flange

Go

Verified Computed Force given Thickness of Column Flange

Go

Verified Computed Force using Column Web Depth Clear of Fillets

Go

Verified Tensile Strength of Connected Part using Allowable Bearing Stress

Go

Verified Thickness of Column Flange

Go

Verified Thickness of Column Web given Column Web Depth Clear of Fillets

Go

7 More Design of Stiffeners Calculators

Go

Created Depth of Drains for Drains upto 15 Cumecs

Go

Created Width of Drain given Depth of Drains for Drains upto 15 Cumecs

Go

Verified Area given Hydraulic Loading

Go

Verified Hydraulic Loading to each Filter

Go

Created Detention Time for Circular Tank

Go

Created Detention Time for Rectangular Tank

Go

Created Detention Time given Discharge

Go

Verified Detention Period given Falling Speed of Smaller Particle

Go

Verified Detention Time given Displacement Efficiency of Sedimentation Tank

Go

Verified Detention Time in Sedimentation Tank

Go

Verified Detention Time with respect to Discharge Rate

Go

Created Constant Factor given Population at Last Census

Go

Created Earlier Census Date given Constant Factor

Go

Created Earlier Census Date given Proportionality Factor

Go

Created Last Census Date given Constant Factor

Go

Created Last Census Date given Proportionality Factor

Go

Created Population at Earlier Census

Go

Created Population at Last Census

Go

Created Population at Last Census given Proportionality Factor

Go

Created Proportionality Factor given Population at Last Census

Go

Created Diameter of Grain for given Friction Factor

Go

Created Diameter of Grain given Rugosity Coefficient

Go

Created Diameter of Grain given Self Cleaning Invert Slope

Go

Created Diameter of Grain given Self Cleansing velocity

Go

Created Diameter of Particle given Reynold Number

Go

Created Diameter of Particle given Settling Velocity for Modified Hazen's Equation

Go

Created Diameter of Particle given Settling Velocity for Organic Matter

Go

Created Diameter of Particle given Settling Velocity for Turbulent Settling

Go

Created Diameter of Particle given Settling Velocity of Spherical Particle

Go

Created Diameter of Particle given Settling Velocity within Transition Zone

Go

Verified Diameter for Settling Velocity with respect to Kinematic Viscosity

Go

Verified Diameter given Displacement Velocity by Camp

Go

Verified Diameter given Settling Velocity at 10 degree Celsius

Go

Verified Diameter given Settling Velocity given Celsius

Go

Verified Diameter given Settling Velocity in Fahrenheit

Go

Verified Diameter given Settling Velocity with respect to Dynamic Viscosity

Go

Verified Diameter given Specific Gravity of Particle and Viscosity

Go

Verified Diameter given temperature given Celsius for diameter greater than 0.1mm

Go

Verified Diameter given temperature given Fahrenheit

Go

Verified Diameter of Particle given Particle Reynold's Number

Go

Verified Diameter of Particle given Settling Velocity

Go

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

Go

Verified Diameter of Particle given Volume of Particle

Go

Created Catchment Area given Peak Rate of Runoff

Go

Created Factors Dependent Constant given Peak Rate of Runoff

Go

Created Peak Rate of Runoff from Dicken's Formula

Go

Created Confined Aquifer Discharge given Aquifer Constant

Go

Created Discharge given Aquifer Constant

Go

Created Discharge given Difference in Drawdowns at Two Wells

Go

Created Discharge of Full Flow given Hydraulic Mean Depth for Partial flow

Go

Created Discharge of Full Flow given Hydraulic Mean Depth Ratio

Go

Created Discharge Ratio given Hydraulic Mean Depth for Full Flow

Go

Created Discharge Ratio given Hydraulic Mean Depth Ratio

Go

Created Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow

Go

Created Self Cleansing Discharge given Hydraulic Mean Depth Ratio

Go

Created Discharge from Open Well given Depression Head

Go

Created Discharge from Open Well given Mean Velocity of Water Percolating

Go

Created Discharge from Well given Specific Capacity

Go

Created Discharge from Well given Specific Capacity for Clay Soil

Go

Created Discharge from Well given Specific Capacity for Coarse Sand

Go

Created Discharge from Well given Specific Capacity for Fine Sand

Go

Created Discharge Coefficient with known discharge

Go

Created Discharge for Rectangular Channel Section using manning's equation

Go

Created Discharge given Critical Depth

Go

Created Discharge given Flow Area of Throat

Go

Created Discharge Passing through Parshall Flume given Discharge Coefficient

Go

Created Discharge through Control Section

Go

Created Maximum Discharge given Width of Throat

Go

Created Discharge Entering Basin given Cross-section Area of Tank

Go

Created Discharge Entering Basin given Flow Velocity

Go

Created Discharge Entering Basin given Settling Velocity

Go

Created Discharge given Detention Time for Circular Tank

Go

Created Discharge given Detention Time for Rectangular Tank

Go

Created Discharge given Height to Length Ratio

Go

Created Discharge given Overflow Rate

Go

Created Discharge given Plan Area

Go

Created Discharge given Plan Area for Particular Sized Particle

Go

Created Discharge given Settling Velocity of Particular Sized Particle

Go

Created Discharge given Drawdown

Go

Created Discharge given Formation Constant T

Go

Created Discharge given Time at 1st and 2nd Instance

Go

Created Discharge given Difference between Modified Drawdowns

Go

Created Unconfined Aquifer Discharge given Aquifer Constant

Go

Verified Discharge Rate given Detention Time

Go

Verified Discharge Rate given Detention Time in Sedimentation Tank

Go

Verified Discharge Rate given Height at Outlet Zone with respect to Area of Tank

Go

Verified Discharge Rate given Height at Outlet Zone with respect to Discharge

Go

Verified Discharge Rate given Ratio of Removal with respect to Discharge

Go

Verified Discharge Rate given Vertical Falling Speed in Sedimentation Tank

Go

Verified Discharge Rate given Vertical Falling Speed in Sedimentation Tank with respect to Area

Go

Verified Discharge Rate with respect to Settling Velocity

Go

Verified Displacement Efficiency of Sedimentation Tank

Go

Verified Flow through Period given Displacement Efficiency of Sedimentation Tank

Go

Verified Beta Constant given Displacement Velocity by Camp

Go

Verified Displacement Velocity by Camp

Go

Verified Displacement Velocity for Fine Particles

Go

Verified Displacement Velocity given Settling Velocity

Go

Verified Displacement Velocity when friction factor is 0.025

Go

Created Maximum Rate of Effluent Application of Leaching Surface

Go

Created Maximum Rate of Effluent Application of Leaching Surface by BIS

Go

Created Standard Percolation Rate given Maximum Rate of Effluent Application

Go

Created Standard Percolation Rate given Maximum Rate of Effluent Application by BIS

Go

Verified Depth of Flow at Inlet when Runoff Quantity with Full Gutter Flow is Giiven

Go

Verified Inlet Capacity for Flow Depth

Go

Verified Length of Opening given Runoff Quantity with Full Gutter Flow

Go

7 More Disposing of storm water Calculators

Go

Verified Actual DO

Go

Verified Mixing Concentration

Go

Verified River Stream Concentration

Go

Verified River Stream Flow Rate

Go

Verified Saturation DO

Go

Verified Sewage Concentration

Go

Verified Sewage Flow Rate

Go

Verified DO Consumed by Diluted Sample given BOD in Sewage

Go

Verified DO Consumed by Diluted Sample given Dilution Factor

Go

Created Dosing Rate

Go

Created Dosing Rate given Rotational Speed

Go

Verified Drag Coefficient given Frictional Drag

Go

Verified Drag Coefficient given Settling Velocity

Go

Verified Drag Coefficient given Settling Velocity with respect to Specific Gravity

Go

Verified Drag Coefficient with respect to Reynold's Number

Go

Verified General form of Drag Coefficient

Go

Created Area of Particle given Drag Force Offered by Fluid

Go

Created Drag Force Offered by Fluid

Go

Created Velocity of Fall given Drag Force Offered by Fluid

Go

Verified Diameter given Drag Force as per Stokes Law

Go

Verified Drag Force as per Stokes Law

Go

Verified Frictional Drag

Go

Verified Projected Area given Frictional Drag

Go

Created Angle of Inclination given drag force

Go

Created Bed Slope of Channel given Drag Force

Go

Created Drag Force Exerted by Flowing Water

Go

Created Drag Force or Intensity of Tractive force

Go

Created Rugosity Coefficient given Drag Force

Go

Created Thickness of Sediment given Drag Force

Go

Created Unit Weight of Water given Drag Force

Go

Created Change in Drawdown given Chow's Function

Go

Created Change in Drawdown given Formation Constant T

Go

Created Change in Drawdown given Time at 1st and 2nd Instance

Go

Created Chow's Function given Drawdown

Go

Created Drawdown given Chow's Function

Go

Created Drawdown given Well Function

Go

Created Drawdown at Well given Coefficient of Transmissibility

Go

Created Drawdown at Well given Coefficient of Transmissibility with Base 10

Go

Created Drawdown at Well given Confined Aquifer Discharge

Go

Created Drawdown at Well given Confined Aquifer Discharge with Base 10

Go

Created Drawdown at Well given Radius of Influence

Go

Created Difference in Drawdowns at Two Wells given Aquifer Constant

Go

Created Drawdown in Well 1 given Aquifer Constant

Go

Created Drawdown in Well 1 given Aquifer Constant and Discharge

Go

Created Drawdown in Well 1 given Thickness of Aquifer from Impermeable Layer

Go

Created Drawdown in Well 2 given Aquifer Constant

Go

Created Drawdown in Well 2 given Aquifer Constant and Discharge

Go

Created Drawdown in Well 2 given Thickness of Aquifer from Impermeable Layer

Go

Created Catchment Area given Peak Rate of Runoff from Dredge Formula

Go

Created Length of Drain given Peak Rate of Runoff from Dredge Formula

Go

Created Peak Rate of Runoff from Dredge Formula

Go

Verified Dry unit weight given Bulk unit weight and Degree of saturation

Go

Verified Dry unit weight given Percentage of air voids

Go

Verified Dry unit weight given Submerged unit weight of soil and Porosity

Go

Verified Dry unit weight given unit weight of solids

Go

Verified Dry unit weight given Water content

Go

Verified Dry unit weight given Water content at full saturation

Go

Created Dry Unit Weight of Soil when Saturation is 0 Percent

Go

Verified Dynamic Viscosity for Settling Velocity with respect to Dynamic Viscosity

Go

Verified Dynamic Viscosity given Drag Force as per Stokes Law

Go

Verified Dynamic Viscosity given Particle Reynold's Number

Go

Verified Dynamic Viscosity given Pressure Gradient at Cylindrical Element

Go

3 More Dynamic Viscosity Calculators

Go

Verified Dynamic Viscosity given Rate of Flow with Pressure Gradient

Go

5 More Dynamic Viscosity Calculators

Go

Verified Time Taken given Seepage Discharge in Earth Dam

Go

2 More Earth dam Calculators

Go

Created Coefficient of Traction given Usable Pull

Go

Created Grade resistance factor given grade resistance for motion on slope

Go

Created Grade Resistance for Motion on Slope

Go

Created Percent Grade given Grade Resistance for Motion on Slope

Go

Created Rolling resistance factor given rolling resistance

Go

Created Rolling Resistance to Motion of Wheeled Vehicles

Go

Created Rolling Resistance when Rolling Resistance Factor is Two Percent

Go

Created Tire Penetration Factor given Rolling Resistance

Go

Created Tire penetration given rolling resistance

Go

Created Total Road Resistance given Rolling Resistance and Grade Resistance

Go

Created Usable Pull to Overcome Loss of Power with Altitude

Go

Created Weight on Drivers given Usable Pull

Go

Created Weight on Wheels given Rolling Resistance

Go

Created Weight on Wheels given Total Road Resistance

Go

Created Weight on Wheels using Grade Resistance for Motion on Slope

Go

Created Height of Water above Bottom of Wall given Total Thrust from Water Retained behind Wall

Go

Created Total Thrust from Water Retained by Wall

Go

Created Unit Weight of Water given Total Thrust from Water Retained behind Wall

Go

Created Compacted Volume of Soil after Excavation of Soil

Go

Created Load Factor given Original Volume of Soil

Go

Created Loaded Volume of Soil given Original Volume of Soil

Go

Created Loaded Volume of Soil given Percent Swell

Go

Created Original Volume of Soil before Excavation

Go

Created Original Volume of Soil before Excavation given Percent Swell

Go

Created Original Volume of Soil given Compacted Volume

Go

Created Shrinkage Factor using Compacted Volume of Soil

Go

Created Swell in Soil given Original Volume of Soil

Go

Created Area given Hydraulic Loading Rate per Unit Area

Go

Created BOD of Effluent Getting Out of Filter

Go

Created BOD of Influent Entering Filter

Go

Created Discharge given Hydraulic Loading Rate per Unit Area

Go

Created Hydraulic Loading Rate given BOD of Influent Entering Filter

Go

Created Hydraulic Loading Rate given Discharge

Go

Created Buoyancy given Effective Weight of Particle

Go

Created Effective Weight of Particle

Go

Created Effective Weight of Particle given Buoyancy

Go

Created Radius of Particle given Effective Weight of Particle

Go

Created Total Weight given Effective Weight of Particle

Go

Created Unit weight of Particle given Effective Weight of Particle

Go

Created Unit Weight of Water given Effective Weight of Particle

Go

Created Efficiency of Single Stage High Rate Trickling Filter

Go

Created Efficiency of Single Stage High Rate Trickling Filter given Unit Organic Loading

Go

Created Filter Volume given Volume of Raw Sewage

Go

Created Final Efficiency after Two Stage Filtration

Go

Created Initial Efficiency given Final Efficiency after Two Stage Filtration

Go

Created Recirculation Factor given Recirculation ratio

Go

Created Recirculation Factor given Volume of Raw Sewage

Go

Created Recirculation Ratio given Volume of Raw Sewage

Go

Created Unit Organic Loading on Filter

Go

Created Unit Organic Loading using Efficiency of Filter

Go

Created Volume of Raw Sewage given Recirculation ratio

Go

Created Volume of Recirculated Sewage given Recirculation ratio

Go

Verified Efficiency of turbine and generator given Power obtained from water flow in horsepower

Go

3 More Efficiency of turbine Calculators

Go

Created Effluent BOD given Oxygen Demand and Ultimate BOD Both

Go

Created Effluent BOD given Oxygen Demand of Biomass

Go

Created Effluent BOD given Oxygen Required in Aeration Tank

Go

Created Effluent BOD given Ultimate BOD

Go

Created Diameter of Circular Section

Go

Created Width of Egg Shaped Section given Diameter of Circular Section

Go

Created Angle of Internal Friction given Factor of Safety for Cohesive Soil

Go

Created Angle of Internal Friction given Shear Strength of Cohesive Soil

Go

Created Factor of Safety for Cohesive Soil

Go

Created Factor of Safety for Cohesive Soil given Cohesion

Go

Created Factor of Safety with Respect to Cohesion given Critical Depth

Go

Created Factor of Safety with Respect to Cohesion given Stability Number

Go

Created Stability Number for Cohesive Soil

Go

Created Stability Number for Cohesive Soil given Mobilised Cohesion

Go

Created Stability Number given Factor of Safety with Respect to Cohesion

Go

Created Angle of Internal Friction given Angle of Inclination and Slope angle

Go

Created Angle of Internal Friction given Angle of Mobilised Friction

Go

Created Angle of Internal Friction given Effective Normal Stress

Go

Created Angle of Internal Friction given Shear Strength along Slip Plane

Go

Created Angle of Internal Friction given Shear Strength and Submerged Unit Weight

Go

Created Angle of Internal Friction given Submerged Unit Weight

Go

Created Factor of Safety given Angle of Mobilised Friction

Go

Created Factor of Safety given Length of Slip Plane

Go

Created Length of Slip Plane given Cohesive force along Slip Plane

Go

Created Length of Slip Plane given Factor of Safety

Go

Created Length of Slip Plane given Shear Strength along Slip Plane

Go

Created Length of Slip Plane given Weight of Wedge of Soil

Go

Created Unit Weight of Soil given Angle of Mobilised Friction

Go

Created Unit Weight of Soil given Safe Height from Toe to Top of Wedge

Go

Created Unit Weight of Soil given Weight of Wedge

Go

Created Weight of Wedge of Soil

Go

Created Endogenous Respiration Rate Constant given Mass of Wasted Activated Sludge

Go

Created Endogenous Respiration Rate Constant given Maximum Yield Coefficient

Go

Created Endogenous Respiration Rate Constant given Reciprocal of Sludge Age

Go

Created Average Daily Flow given Maximum Daily Flow for Areas of Moderate Sizes

Go

Created Average Daily Flow given Maximum Hourly Flow

Go

Created Average Daily Flow given Minimum Daily Flow for Areas of Moderate Sizes

Go

Created Average Daily Sewage Flow given Minimum Hourly Flow

Go

Created Average Daily Sewage Flow given Peak Sewage Flow

Go

Created Maximum Daily Flow for Areas of Moderate Sizes

Go

Created Maximum Daily Flow given Maximum Hourly Flow

Go

Created Maximum Hourly Flow given Average Daily Flow

Go

Created Maximum Hourly Flow given Maximum Daily Flow for Areas of Moderate Sizes

Go

Created Minimum Daily Flow for Areas of Moderate Sizes

Go

Created Minimum Daily Sewage Flow given Minimum Hourly Flow

Go

Created Minimum Hourly Flow given Minimum Daily Flow for Areas of Moderate Sizes

Go

Created Minimum Hourly Sewage Flow given Average Daily Flow

Go

Created Peak Sewage Flow given Population in Thousands

Go

Created Population in Thousands given Peak Sewage Flow

Go

Created Period of Occurrence of Fire given Quantity of Water

Go

Created Quantity of water given duration of fire

Go

Created Flood Frequency given Recurrence Interval

Go

Created Flood Index given Flood Discharge

Go

Created Number of Years after which Such Flood Recorded for Fuller's Formula

Go

Created Number of Years given Recurrence Interval by California Method

Go

Created Number of Years given Recurrence Interval by Hazen's Method

Go

Created Actual Vapour Pressure given Evaporation Loss Per Day

Go

Created Actual Vapour Pressure given Evaporation Loss Per Month

Go

Created Atmospheric Pressure given Change in Vapour Pressure

Go

Created Atmospheric Pressure given Evaporation Loss Per Day

Go

Created Change in Vapour Pressure given Evaporation Loss Per Day

Go

Created Change in Vapour Pressure given Evaporation Loss Per Month

Go

Created Constant Dependent on Depth of Water Bodies given Change in Vapour Pressure

Go

Created Constant Dependent on Depth of Water Bodies given Evaporation Loss Per Month

Go

Created Constant Used in Meyer's Formula given Evaporation Loss Per Month

Go

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

Go

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

Go

Created Evaporation Loss Per Day

Go

Created Evaporation Loss Per Day given Change in Vapour Pressure

Go

Created Evaporation Loss Per Month

Go

Created Evaporation Loss Per Month given Change in Vapour Pressure

Go

Created Evaporation Loss Per Month given Deep Water Body

Go

Created Evaporation Loss Per Month given Shallow Water Body

Go

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

Go

Created Maximum Vapour Pressure given Evaporation Loss Per Day

Go

Created Maximum Vapour Pressure given Evaporation Loss Per Month

Go

Created Mean Wind Velocity at Ground Level given Evaporation Loss Per Day

Go

Created Monthly Mean Wind Velocity given Evaporation Loss Per Month

Go

Created Angle of Inclination given Saturated Unit Weight

Go

Created Angle of Inclination given Shear Strength and Submerged Unit Weight

Go

Created Angle of Inclination given Submerged Unit Weight

Go

Created Angle of Inclination given Vertical Stress and Saturated Unit Weight

Go

Created Depth of Prism given Effective Normal Stress

Go

Created Depth of Prism given Normal Stress and Saturated Unit Weight

Go

Created Depth of Prism given Saturated Unit Weight

Go

Created Depth of Prism given Shear Stress and Saturated Unit Weight

Go

Created Depth of Prism given Submerged Unit Weight and Effective Normal Stress

Go

Created Depth of Prism given Upward Force

Go

Created Depth of Prism given Upward Force due to Seepage Water

Go

Created Depth of Prism given Vertical Stress and Saturated Unit Weight

Go

Created Saturated Unit Weight given Effective Normal Stress

Go

Created Saturated Unit Weight given Factor of Safety

Go

Created Saturated Unit Weight given Normal Stress Component

Go

Created Saturated Unit Weight given Shear Strength

Go

Created Saturated Unit Weight given Shear Stress Component

Go

Created Saturated Unit Weight given Vertical Stress on Prism

Go

Created Saturated Unit Weight given Weight of Soil Prism

Go

Verified Falling Speed given Height at Outlet Zone with respect to Area of Tank

Go

Verified Falling Speed given Ratio of Removal with respect to Discharge

Go

Verified Falling Speed given Ratio of Removal with respect to Settling Velocity

Go

Verified Falling Speed given Surface Area with respect to Settling Velocity

Go

Verified Falling Speed of Smaller Particle

Go

Created Load Per Unit Length for Flexible Pipes

Go

Created Specific Weight of Fill Material given Load Per Unit Length for Flexible Pipes

Go

Created Width of Trench given Load Per Unit Length for Flexible Pipes

Go

Verified Equivalent width of flitched beam

Go

2 More Flitched Beam Calculators

Go

Created Flood Coefficient given Flood Discharge

Go

Created Flood Discharge

Go

Created Flood Discharge by Dicken's Formula

Go

Created Flood Discharge by Dicken's Formula for Northern India

Go

Created Flood Discharge by Dicken's Formula in FPS unit

Go

Created Flood Discharge by Fanning's Formula

Go

Created Flood Discharge by Fanning's Formula given Average Value of Constant

Go

Created Flood Discharge by Fuller's Formula

Go

Created Flood Discharge by Inglis Formula

Go

Created Flood Discharge by Nawab Jang Bahadur Formula

Go

Created Flood Discharge for Area within 24 KM from Coast

Go

Created Flood Discharge for Area within 24 KM to 161 KM from Coast

Go

Created Flood Discharge for Catchment of Former Bombay Presidency

Go

Created Flood Discharge for Limited Area near Hills

Go

Created Flood Discharge for Madras Catchment

Go

Created Flood Discharge for Madras Catchment in FPS Unit

Go

Created Flood Discharge by Creager

Go

Created Flood Discharge in FPS Unit by Fanning's Formula

Go

Created Flood Discharge in FPS Unit by Fanning's Formula given Average Value of Constant

Go

Created Flood Discharge in FPS Unit by Fuller's Formula

Go

Created Flood Discharge in FPS Unit by Inglis Formula

Go

Created Flood Discharge in FPS Unit by Nawab Jang Bahadur Formula

Go

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

Go

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

Go

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

Go

Created Flood Discharge in FPS Unit for Limited Area near Hills

Go

Created Flood Serial Number given Recurrence Interval by California Method

Go

Created Flood Serial Number given Recurrence Interval by Gumbel's Method

Go

Created Flood Serial Number given Recurrence Interval by Hazen's Method

Go

Created Coefficient of Permeability given Discharge

Go

Created Depth of Water in Gallery given Discharge

Go

Created Discharge Passing through Vertical Section of Infiltration Gallery

Go

Created Distance between Infiltration Gallery and Source given Discharge

Go

Created Height of Saturated Zone given Discharge

Go

Created Flow Velocity given Coefficient of Permeability

Go

Created Flow Velocity given Rate of Flow

Go

Created Flow Velocity when Reynold's Number is Unity

Go

Created Flow Velocity given Length of Tank

Go

Created Flow Velocity given Length to Depth Ratio

Go

Created Flow Velocity of Water Entering Tank

Go

Created Flow Velocity of Water Entering Tank given Cross-section Area of Tank

Go

Created Self Cleansing Velocity given Bed Slope for Partial Flow

Go

Created Self Cleansing Velocity given Hydraulic Mean Depth for Full Flow

Go

Created Self Cleansing Velocity given Hydraulic Mean Depth Ratio

Go

Created Self Cleansing Velocity using Ratio of Bed Slope

Go

Created Velocity of Full Flow given Hydraulic Mean Depth for Full Flow

Go

Created Velocity of Full Flow given Hydraulic Mean Depth Ratio

Go

Created Velocity Ratio given Hydraulic Mean Depth Ratio

Go

Created Velocity Ratio given Ratio of Bed Slope

Go

Created Velocity when Running Full using Bed Slope for Partial Flow

Go

Created Velocity when Running Full using Ratio of Bed Slope

Go

Created Biological Oxygen Demand influent

Go

Created BOD Influent given MLSS

Go

Created BOD Load Applied given MLSS

Go

Created BOD Load applied to Aeration System

Go

Created BOD of Influent Sewage given BOD Load applied

Go

Created Daily BOD Load given Food to Microorganism Ratio

Go

Created Food to Microorganism Ratio

Go

Created Food to Microorganism Ratio given MLSS

Go

Created Microbial Mass in Aeration System

Go

Created Microbial Mass in Aeration System given MLSS

Go

Created Mixed Liquor Suspended Solid

Go

Created MLSS given BOD Load Applied to Aeration System

Go

Created MLSS given Microbial Mass in Aeration System

Go

Created Sewage Flow given Food to Microorganism Ratio

Go

Created Sewage Flow given MLSS

Go

Created Sewage Flow into Aeration System given BOD Load applied

Go

Created Total Microbial Mass given Food to Microorganism Ratio

Go

Created Volume of Tank given Food to Microorganism Ratio

Go

Created Volume of Tank given Microbial Mass in Aeration System

Go

Created Volume of Tank given MLSS

Go

Created Constant dependent on Well Function given Formation Constant S

Go

Created Formation Constant given Drawdown

Go

Created Formation Constant S

Go

Created Formation Constant S given Radial Distance

Go

Created Formation Constant T given Change in Drawdown

Go

Created Formation Constant T given Formation Constant S

Go

Created Formation Constant T given Radial Distance

Go

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

Go

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

Go

Created Constant used in FPS Unit given Flood Discharge by Fanning's Formula

Go

Created Constant used in FPS Unit given Flood Discharge by Fuller's Formula

Go

Created Constant used in FPS Unit given Flood Discharge by Nawab Jang Bahadur Formula

Go

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

Go

Created Number of Simultaneous Fire Stream

Go

Created Population by Freeman's Formula given Quantity of Water

Go

Created Population given Number of Simultaneous Fire Stream

Go

Created Quantity of Water by Freeman's Formula

Go

Created Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing

Go

Created Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing given Shape Factor

Go

Created Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing

Go

Created Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing given Shape Factor

Go

Created Bearing Capacity Factor Dependent on Unit Weight for Rectangular Footing

Go

Created Bearing Capacity Factor Dependent on Weight for Rectangular Footing given Shape Factor

Go

Created Cohesion of Soil for Rectangular Footing given Shape Factor

Go

Created Cohesion of Soil given Ultimate Bearing Capacity for Rectangular Footing

Go

Created Effective Surcharge for Rectangular Footing

Go

Created Effective Surcharge for Rectangular Footing given Shape Factor

Go

Created Length of Rectangular Footing given Ultimate Bearing Capacity

Go

Created Ultimate Bearing Capacity for Rectangular Footing

Go

Created Ultimate Bearing Capacity for Rectangular Footing given Shape Factor

Go

Created Unit Weight of Soil for Rectangular Footing given Shape Factor

Go

Created Unit Weight of Soil given Ultimate Bearing Capacity for Rectangular Footing

Go

Created Coefficient of Permeability given Discharge for Fully Penetrating Well

Go

Created Depth of Water in Well given Discharge for Fully Penetrating Well

Go

Created Discharge for Fully Penetrating Well

Go

Created Radius of Influence of unconfined aquifer with known discharge

Go

Created Radius of Well of unconfined aquifer with known discharge

Go

Created Thickness of Aquifer given Discharge for Fully Penetrating Well

Go

Created Angle of Shearing Resistance Corresponding to Local Shear Failure

Go

Created Bearing Capacity Factor Dependent on Cohesion for Local Shear Failure

Go

Created Bearing Capacity Factor Dependent on Cohesion given Dimension of Footing

Go

Created Bearing Capacity Factor Dependent on Surcharge for Local Shear Failure

Go

Created Bearing Capacity Factor Dependent on Surcharge given Dimension of Footing

Go

Created Bearing Capacity Factor Dependent on Unit Weight for Local Shear Failure

Go

Created Bearing Capacity Factor Dependent on Unit Weight given Dimension of Footing

Go

Created Bearing capacity for Local Shear Failure

Go

Created Bearing capacity for Local Shear Failure given Depth of Footing

Go

Created Cohesion of Soil for Local Shear Failure given Depth of Footing

Go

Created Cohesion of Soil given Bearing Capacity for Local Shear Failure

Go

Created Cohesion of Soil given Mobilised Cohesion Corresponding to Local Shear Failure

Go

Created Effective Surcharge given Bearing Capacity for Local Shear Failure

Go

Created Mobilised Angle of Shearing Resistance Corresponding to Local Shear Failure

Go

Created Mobilised Cohesion Corresponding to Local Shear Failure

Go

Created Unit Weight of Soil given Bearing Capacity for Local Shear Failure

Go

Created Width of Footing for Local Shear Failure given Bearing Capacity Factor

Go

Created Width of Footing given Bearing Capacity for Local Shear Failure

Go

Created Bearing Capacity Factor Dependent on Cohesion for General Shear Failure

Go

Created Bearing Capacity Factor Dependent on Surcharge for General Shear Failure

Go

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

Go

Created Cohesion of Soil given Net Ultimate Bearing Capacity for General Shear Failure

Go

Created Effective Surcharge given Net Ultimate Bearing Capacity for General Shear Failure

Go

Created Net Ultimate Bearing Capacity for General Shear Failure

Go

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

Go

Created Width of Strip Footing given Net Ultimate Bearing Capacity

Go

Created Average Percentage Increase given Future Population from Geometrical Increase Method

Go

Created Average Percentage Increase given Future Population of 2 Decades by Geometrical Method

Go

Created Average Percentage Increase given Future Population of 3 Decades by Geometrical Method

Go

Created Future Population at End of 2 Decades in Geometrical Increase Method

Go

Created Future Population at End of 3 Decades in Geometrical Increase Method

Go

Created Future Population at End of n Decades in Geometrical Increase Method

Go

Created Present Population given Future Population from Geometrical Increase Method

Go

Created Present Population given Future Population of 2 Decades by Geometrical Increase Method

Go

Created Present Population given Future Population of 3 Decades by Geometrical Increase Method

Go

Verified Gradient given Height for Parabolic Shape Camber

Go

Verified Width of Road given Height for Parabolic Shape Camber

Go

Verified Width of Road given Height for Straight Line Camber

Go

9 More Gradients Calculators

Go

Verified Eccentricity given Vertical Normal Stress at upstream face

Go

Verified Vertical Normal Stress at upstream face

Go

7 More Gravity Dam Calculators

Go

Created Earth Thrust Horizontal Component given Sum of Righting Moments

Go

Created Pressure P1 given Resultant is within Middle Third and Width of Base

Go

Created Pressure P2 given Resultant is within Middle Third and Width of Base

Go

4 More Gravity Retaining Wall Calculators

Go

Created Average Birth Rate Per Year given Future Population

Go

Created Average Death Rate Per Year given Future Population

Go

Created Future Population at End of n Year

Go

Created Migration given Future Population at End of n Year

Go

Created Natural Increase given Design Period

Go

Created Present Population given Forecasted Population

Go

Created Average Flood Discharge given Flood Discharge Having Highest Frequency

Go

Created Flood Discharge given Gumbel's Reduced Variate

Go

Created Flood Discharge Having Highest Frequency

Go

Created Flood Discharge Having Highest Frequency given Gumbel's Reduced Variate

Go

Created Gumbel's Constant given Gumbel's Reduced Variate

Go

Created Gumbel's Constant given Standard Deviation

Go

Created Gumbel's Correction given Recurrence Interval by Gumbel's Method

Go

Created Gumbel's Reduced Variate

Go

Created Number of Years given Recurrence Interval by Gumbel's Method

Go

Created Probability of Occurrence given Recurrence Interval

Go

Created Recurrence Interval by Gumbel's Method

Go

Created Recurrence Interval given Probability

Go

Created Standard Deviation given Flood Discharge Having Highest Frequency

Go

Created Standard Deviation given Gumbel's Constant

Go

Verified Dynamic Viscosity given Head Loss over Length of Pipe

Go

Verified Dynamic Viscosity given Head Loss over Length of Pipe with Discharge

Go

Verified Head Loss over Length of Pipe

Go

Verified Head Loss over Length of Pipe given Discharge

Go

Verified Length of Pipe given Head Loss over Length of Pipe

Go

Verified Specific Weight of Liquid given Head Loss over Length of Pipe

Go

15 More Hagen–Poiseuille Equation Calculators

Go

Created Coefficient Dependent on Pipe given Head Loss

Go

Created Coefficient Dependent on Pipe given Radius of Pipe

Go

Created Coefficient of Roughness of Pipe given Diameter of Pipe

Go

Created Coefficient of Roughness of Pipe given Mean Velocity of Flow

Go

Created Diameter of Pipe given Head Loss by Hazen Williams Formula

Go

Created Diameter of Pipe given Hydraulic Gradient

Go

Created Head Loss by Hazen Williams Formula

Go

Created Head Loss by Hazen Williams Formula given Radius of Pipe

Go

Created Hydraulic Gradient given Diameter of Pipe

Go

Created Hydraulic Gradient given Mean Velocity of Flow

Go

Created Hydraulic Radius given Mean Velocity of Flow

Go

Created Length of Pipe by Hazen Williams Formula given Radius of Pipe

Go

Created Length of Pipe given Head Loss by Hazen Williams Formula

Go

Created Mean Velocity of Flow in Pipe by Hazen Williams Formula

Go

Created Mean Velocity of Flow in Pipe given Diameter of Pipe

Go

Created Radius of Pipe by Hazen Williams Formula given Length of Pipe

Go

Created Velocity of Flow by Hazen Williams Formula given Radius of Pipe

Go

Created Velocity of Flow given Head Loss by Hazen Williams Formula

Go

Verified Height at Outlet Zone given Falling Speed of Smaller Particle

Go

Verified Height at Outlet Zone given Ratio of Removal with respect to Tank Height

Go

Verified Height at Outlet Zone with respect to Area of Tank

Go

Verified Height at Outlet Zone with respect to Discharge

Go

Verified Height at Outlet Zone with respect to Settling Velocity

Go

Verified Height of Settling Zone given Cross-section Area of Sedimentation Tank

Go

Verified Height of Settling Zone given Detention Time

Go

Verified Height of Settling Zone given Height at Outlet Zone with respect to Area of Tank

Go

Verified Height of Settling Zone given Height at Outlet Zone with respect to Discharge

Go

Verified Height of Settling Zone given Height at Outlet Zone with respect to Settling Velocity

Go

Verified Height of Settling Zone given Length of Sedimentation Tank with respect to Surface Area

Go

Verified Height of Settling Zone given Length of Tank with respect to Darcy Weishbach Factor

Go

Verified Height of Settling Zone given Length of Tank with respect to Height for Practical Purpose

Go

Verified Height of Settling Zone given Ratio of Removal with respect to Tank Height

Go

Verified Distance from Centroid given Horizontal Shear Flow

Go

4 More Horizontal Shear Flow Calculators

Go

Verified Wetted Area given Hydraulic Depth

Go

5 More Hydraulic Depth Calculators

Go

Created Hydraulic gradient given Flow Velocity

Go

Created Hydraulic gradient given Rate of Flow

Go

Created Flowrate applied to Filter without Recirculation given Hydraulic Loading

Go

Created Hydraulic Loading of Filter

Go

Created Influent Wastewater Hydraulic Loading Rate given Total Hydraulic Loading Rate

Go

Created Recycle Flow Hydraulic Loading Rate given Total Hydraulic Loading Rate

Go

Created Total Applied Hydraulic Loading Rate

Go

Created Hydraulic Mean Depth given Self Cleaning Invert Slope

Go

Created Hydraulic Mean Depth given Self Cleansing Velocity

Go

Created Hydraulic Mean Depth of Channel given Drag Force

Go

Created Hydraulic Mean Depth for Full Flow given Bed Slope for Partial Flow

Go

Created Hydraulic Mean Depth for Full Flow given Self Cleansing Velocity

Go

Created Hydraulic Mean Depth for Full Flow given Velocity Ratio

Go

Created Hydraulic Mean Depth for Partial Flow given Bed Slope for Partial Flow

Go

Created Hydraulic Mean Depth for Partial Flow given Self Cleansing Velocity

Go

Created Hydraulic Mean Depth for Partial Flow given Velocity Ratio

Go

Created Hydraulic Mean Depth Ratio given Discharge Ratio

Go

Created Hydraulic Mean Depth Ratio given Self Cleansing Discharge

Go

Created Hydraulic Mean Depth Ratio given Velocity Ratio

Go

Verified Potential energy of volume of water in hydroelectric power generation

Go

7 More Hydroelectric Power Generation Calculators

Go

Created Catchment Area given Direct Runoff depth

Go

Created Catchment Area in sq km given Number of Days after Peak

Go

Created Catchment Area in sq miles given Number of Days after Peak

Go

Created Direct Runoff depth given Sum of Ordinates

Go

Created Number of Days after Peak given Area in sq km

Go

Created Number of Days after Peak given Area in sq miles

Go

Created Sum of Ordinates of Direct Runoff given Direct Runoff depth

Go

Created Time Interval between Successive Ordinates given Direct Runoff depth

Go

Verified Breadth of Web given Longitudinal Shear Stress in Web for I beam

Go

Verified Longitudinal Shear Stress in Web for I beam

Go

Verified Moment of Inertia given Longitudinal Shear Stress at lower edge in Flange of I beam

Go

Verified Transverse Shear given Longitudinal Shear Stress in Flange for I beam

Go

8 More I-Beam Calculators

Go

Verified Impelling Force

Go

Verified Volume of Particle given Impelling Force

Go

Created Average Arithmetic Increase Per Decade given Future Population from Incremental Increase Method

Go

Created Average Arithmetic Increase Per Decade given Future Population of 2 Decades by Incremental Method

Go

Created Average Arithmetic Increase Per Decade given Future Population of 3 Decades by Incremental Method

Go

Created Average Incremental Increase given Future Population from Incremental Increase Method

Go

Created Average Incremental Increase given Future Population of 2 Decades by Incremental Method

Go

Created Average Incremental Increase given Future Population of 3 Decades by Incremental Method

Go

Created Future Population at End of 2 Decades in Incremental Increase Method

Go

Created Future Population at End of 3 Decades in Incremental Increase Method

Go

Created Future Population at End of n Decades in Incremental Increase Method

Go

Created Present Population given Future Population from Incremental Increase Method

Go

Created Present Population given Future Population of 2 Decades by Incremental Increase Method

Go

Created Present Population given Future Population of 3 Decades by Incremental Increase Method

Go

Created Effluent BOD given Mass of Wasted Activated Sludge

Go

Created Effluent BOD given Specific Substrate Utilisation Rate Per Day

Go

Created Influent BOD given Mass of Wasted Activated Sludge

Go

Created Influent BOD given Specific Substrate Utilisation Rate Per Day

Go

Created Influent BOD given Oxygen Demand and Ultimate BOD Both

Go

Created Influent BOD given Oxygen Demand of Biomass

Go

Created Influent BOD given Oxygen Required in Aeration Tank

Go

Created Influent BOD given Ultimate BOD

Go

Verified Influent Substrate Concentration for Organic Loading using Hydraulic Retention Time

Go

Verified Influent Substrate Concentration given Organic Loading

Go

3 More Influent Substrate Concentration Calculators

Go

Created Catchment Area given Peak Rate of Runoff from Inglis Formula

Go

Created Peak Rate of Runoff from Inglis Formula

Go

Created Peak Rate of Runoff from Inglis Formula Approximate

Go

Created Constant Factor for Inter Censal Period

Go

Created Earlier Census Date for Inter Censal Period

Go

Created Mid Year Census Date for Inter Censal Period

Go

Created Population at Earlier Census for Inter Censal Period

Go

Created Population at Mid Year

Go

Created Earlier Census Date for Geometric Increase Method

Go

Created Mid Year Census Date for Geometric Increase Method

Go

Created Population at Earlier Census for Geometric Increase Method

Go

Created Population at Mid Year for Geometric Increase Method

Go

Created Proportionality Factor for Geometric Increase Method

Go

Created Aquifer Thickness when Interference among Three Well is Present

Go

Created Aquifer Thickness when Interference among Well is Present

Go

Created Coefficient of Permeability when Interference among Three Well is Present

Go

Created Coefficient of Permeability when Interference among Well is Present

Go

Created Depth of Water in Well when Interference among Three Well is Present

Go

Created Depth of Water in Well when Interference among Well is Present

Go

Created Discharge through Each Well when Interference among Three Well is Present

Go

Created Discharge through Each Well when Interference among Well is Present

Go

Created Distance between well when Interference among three well is present

Go

Created Distance between well when Interference among well is present

Go

Created Radius of Influence when Interference among Three Well is Present

Go

Created Radius of Influence when Interference among Well is Present

Go

Created Radius of Well when Interference among three well is present

Go

Created Radius of Well when Interference among well is present

Go

Created Thickness of Aquifer from Impermeable Layer when Interference among Three Well is Present

Go

Created Thickness of Aquifer from Impermeable Layer when Interference among Well is Present

Go

Created Angle of Internal Friction for Soil

Go

Created Coefficient of Internal Friction for Soil

Go

Created Normal Force on Given Plane in Cohesionless Soil

Go

Created Shearing Force on Plane when Sliding on Plane is Impending

Go

Created Head of water using Hoop Tension in Pipe shell

Go

Created Head of water using Water Pressure

Go

Created Hoop Tension in Pipe Shell

Go

Created Hoop Tension in Pipe Shell using head of liquid

Go

Created Radius of Pipe given Hoop Tension in Pipe Shell

Go

Created Radius of Pipe using hoop stress and head of liquid

Go

Created Thickness of Pipe given Hoop Tension in Pipe Shell

Go

Created Thickness of Pipe using hoop stress and head of liquid

Go

Created Unit Weight of Water given Water Pressure

Go

Created Water Pressure given Hoop Tension in Pipe Shell

Go

Created Water Pressure given Unit Weight of Water

Go

Created Rainfall in cm by Khosla's Formula

Go

Created Rainfall in Inches by Khosla's Formula

Go

Created Run-off in cm by Khosla's Formula

Go

Created Run-off in Inches by Khosla's Formula

Go

Created Dynamic Viscosity given Kinematic Viscosity of Water

Go

Created Kinematic Viscosity of Water given Dynamic Viscosity

Go

Created Kinematic Viscosity of Water given Reynold Number

Go

Verified Kinematic Viscosity given Settling Velocity and Specific Gravity of Particle

Go

Verified Kinematic Viscosity given Settling Velocity with respect to Kinematic Viscosity

Go

Created Population by Kuichling's Formula given Quantity of Water

Go

Created Quantity of Water by Kuichling's Formula

Go

Created Chezy's Constant by Kutter's Formula

Go

Created Hydraulic Mean Depth given Chezy's Constant by Kutter's Formula

Go

Created Catchment Factor given Run-off in cm by Lacey's Formula

Go

Created Catchment Factor given Run-off in Inches by Lacey's Formula

Go

Created Monsoon Duration Factor given Run-off in cm by Lacey's Formula

Go

Created Monsoon Duration Factor given Run-off in Inches by Lacey's Formula

Go

Created Run-off in cm by Lacey's Formula

Go

Created Runoff in cm by Lacey's Formula given Catchment Factor

Go

Created Run-off in Inches by Lacey's Formula

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Created Runoff in Inches by Lacey's Formula given Class A catchment

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Verified Dynamic Viscosity of fluid given Terminal Fall Velocity

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Verified Specific Weight of Fluid given Terminal Fall Velocity

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

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Verified Flow Velocity given No Pressure Gradient

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Verified Horizontal Distance given Flow Velocity with No Pressure Gradient

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Verified Pressure Gradient given Flow Velocity

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

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Verified Distance between Plates given Pressure Head Drop

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Verified Distance between Plates given Shear Stress Distribution Profile

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Verified Length of Pipe given Pressure Head Drop

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Verified Maximum Velocity given Mean Velocity of Flow

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Verified Pressure Difference

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

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Created Coefficient of Active Pressure given Angle of Internal Friction of Soil

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Created Coefficient of Active Pressure given Total Thrust from Soil for Level Surface

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Created Coefficient of Passive Pressure given Angle of Internal Friction of Soil

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Created Coefficient of Passive Pressure given Thrust of Soil that are Completely Restrained

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Created Height of Wall given Thrust of Soil that are Completely Restrained and Surface is Level

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Created Total Height of Wall given Total Thrust from Soil for Level Surface behind Wall

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Created Total Height of Wall given Total Thrust from Soil that are Completely Restrained

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Created Total Height of Wall given Total Thrust from Soil that are Free to move

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Created Total Thrust from Soil that are Completely Restrained

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Created Total Thrust from Soil that are Completely Restrained and Surface is Level

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Created Total Thrust from Soil that are Free to Move

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Created Total Thrust from Soil when Surface behind Wall is Level

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Created Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level

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Created Unit Weight of Soil given Total Thrust from Soil for Level Surface behind Wall

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Created Unit Weight of Soil given Total Thrust from Soil that are Completely Restrained

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Created Unit Weight of Soil given Total Thrust from Soil that are Free to move

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Created Coefficient of Passive Pressure given Thrust of Soil are Free to Move only Small Amount

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Created Cohesion of soil given Total Thrust from Soil that are Free to Move

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Created Cohesion of soil given Total Thrust from Soil with Small Angles of Internal Friction

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Created Height of Wall given Total Thrust of Soil that are Free to Move only Small Amount

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Created Total Thrust from Soil that are Free to Move only Small Amount

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Created Total Thrust from Soil that are Free to Move to Considerable Amount

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Created Total Thrust from Soil with Small Angles of Internal Friction

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Created Unit Weight of Soil given Total Thrust from Soil with Small Angles of Internal Friction

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Created Unit Weight of Soil given Total Thrust of Soil that are Free to Move only Small Amount

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Verified Bending Stress of Leaf Spring

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Verified Length given Bending Stress of Leaf Spring

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Verified Length given Maximum Bending Stress at Proof Load of Leaf Spring

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Verified Number of Plates given Bending Stress of Leaf Spring

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Verified Width given Proof Load on Leaf Spring

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16 More Leaf Spring Calculators

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Verified Length of Sedimentation Tank with respect to Darcy Weishbach Friction Factor

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Verified Length of Sedimentation Tank with respect to Height of Settling Zone for Practical Purpose

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Verified Length of Sedimentation Tank with respect to Surface Area

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Verified Length of Settling Zone given Detention Time

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Verified Length of Settling Zone given Height at Outlet Zone with respect to Discharge

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Verified Length of Settling Zone given Surface Area of Sedimentation Tank

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Verified Length of Settling Zone given Vertical Falling Speed in Sedimentation Tank

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Created Length of Tank given Detention Time

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Created Length of Tank given Flow Velocity

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Created Length of Tank given Overflow Rate

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Created Length of Tank given Settling Velocity

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Created Length of Tank given Settling Velocity of Particular Sized Particle

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Verified Sound Level in Bels

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Verified Sound Level in Decibels

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Verified Sound Pressure given Sound Level in Bels

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Verified Sound Pressure given Sound Level in Decibels

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Verified Standard Sound Pressure given Sound Level in Bels

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Verified Standard Sound Pressure given Sound Level in Decibels

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Created Activity Index of Soil

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Created Liquid Limit of Soil given Plasticity Index

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Created Liquidity Index of Soil

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Created Moisture Content of Soil given Liquidity Index

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Created Percent of Soil Finer than Clay Size given Activity Index

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Created Plastic Limit of Soil given Liquidity Index

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Created Plastic Limit of Soil given Plasticity Index

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Created Plastic Limit of Soil given Shrinkage Index

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Created Plasticity Index of Soil

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Created Plasticity Index of Soil given Activity Index

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Created Plasticity Index of Soil given Liquidity Index

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Created Shrinkage Index of Soil

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Created Shrinkage Limit of Soil given Shrinkage Index

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Verified Area of Flange for Braced Non-Compact Section for LFD

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Verified Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length

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Verified Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges

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

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Verified Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness

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10 More Load-Factor Design For Bridge Beams Calculators

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Created Bearing Capacity Factor Dependent on Cohesion for Case of Local Shear Failure

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Created Bearing Capacity Factor Dependent on Surcharge for Case of Local Shear Failure

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Created Bearing Capacity Factor Dependent on Unit Weight for Case of Local Shear Failure

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Created Cohesion of Soil given Net Ultimate Bearing Capacity for Local Shear Failure

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Created Effective Surcharge given Net Ultimate Bearing Capacity for Local Shear Failure

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Created Net Ultimate Bearing Capacity for Local Shear Failure

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Created Unit Weight of Soil under Strip Footing for Case of Local Shear Failure

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Created Width of Footing given Net Ultimate Bearing Capacity for Local Shear Failure

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Verified Depth given Average Longitudinal Shear Stress for Rectangular Section

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7 More Longitudinal Shear Stress for Rectangular Section Calculators

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Verified Radius given Average Longitudinal Shear Stress for Solid Circular Section

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5 More Longitudinal Shear Stress for Solid Circular Section Calculators

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Created Diameter of Pipe given Head loss by Manning Formula

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Created Diameter of Pipe given Velocity of Flow in Pipe by Manning Formula

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Created Head loss by Manning Formula

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Created Head loss by Manning Formula given Radius of Pipe

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Created Hydraulic Gradient by Manning Formula given Diameter

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Created Hydraulic Gradient given Velocity of Flow in Pipe by Manning Formula

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Created Length of Pipe by Manning Formula given Radius of Pipe

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Created Length of Pipe given Head loss by Manning Formula

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Created Manning's Coefficient by Manning Formula given Radius of Pipe

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Created Manning's Coefficient given Diameter of Pipe

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Created Manning's Coefficient given Head loss by Manning Formula

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Created Manning's Coefficient given Velocity of Flow

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Created Radius of Pipe given Head loss by Manning Formula

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Created Radius of Pipe given Velocity of Flow in Pipe by Manning Formula

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Created Velocity of Flow in Pipe by Manning Formula

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Created Velocity of Flow in Pipe by Manning Formula given Diameter

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Created Velocity of Flow in Pipe by Manning Formula given Radius of Pipe

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Created Velocity of Flow in Pipe given Head loss by Manning Formula

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Created Bed Slope of Sewer given Flow Velocity by Manning's Formula

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Created Flow Velocity by Manning's Formula

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Created Hydraulic Mean Depth given Flow Velocity by Manning's Formula

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Created Rugosity Coefficient given Flow Velocity by Manning's Formula

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Created Mass of Solids in Reactor

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Created Mass of Solids Leaving System Per Day

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Created Mass of Solids Removed with Effluent Per Day

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Created Mass of Solids Removed with Wasted Sludge Per Day

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Created Mass of Suspended Solids in System

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Verified Shear stress at neutral axis in triangular section

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Verified Transverse shear of triangular section given maximum shear stress

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6 More Maximum Stress of a Triangular Section Calculators

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Created Maximum Yield Coefficient given Mass of Wasted Activated Sludge

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Created Maximum Yield Coefficient given Sludge Age

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Created Microbial Mass Synthesis given Maximum Yield Coefficient

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Created Constant used in Metric Unit given Flood Discharge by Dicken's Formula

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Created Constant used in Metric Unit given Flood Discharge by Fanning's Formula

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Created Constant used in Metric Unit given Flood Discharge by Fuller's Formula

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Created Constant used in Metric Unit given Flood Discharge by Nawab Jang Bahadur Formula

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Created Constant used in Metric Unit given Flood Discharge for Madras Catchment

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Created Cohesion of Soil given Normal Stress 1 during Shear Failure

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Created Depth of Footing given Angle of Inclination from Horizontal

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Created Depth of Footing given Angle of Shearing Resistance

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Created Depth of Footing given Effective Angle of Shearing Resistance

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Created Depth of Footing given Net Pressure Intensity

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Created Depth of Footing given Normal Stress 1

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Created Depth of Footing given Normal Stress 3

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Created Intensity of Loading given Minimum Depth of Foundation

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Created Major Stress during Shear Failure by Rankine Analysis

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Created Minimum Depth of Foundation given Intensity of Loading

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Created Normal Stress 1 during Shear Failure for Cohesionless Soil

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Created Normal Stress 1 given Unit Weight of Soil

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Created Normal Stress 3 during Shear Failure by Rankine Analysis

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Created Normal Stress 3 given Unit Weight of Soil

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Created Ultimate Bearing Capacity given Angle of Shearing Resistance

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Created Ultimate Bearing Capacity provided Angle of Inclination from Horizontal

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Created Unit Weight of Soil given Angle of Inclination from Horizontal

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Created Unit Weight of Soil given Angle of Shearing Resistance

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Created Unit Weight of Soil given Intensity of Loading

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Created Unit Weight of Soil given Normal Stress 1

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Created Unit Weight of Soil given Normal Stress 3

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Created Chezy's Constant given Friction Factor

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Created Chezy's Constant given Self Cleansing Velocity

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Created Cross Sectional Area of Flow given Hydraulic Mean Radius of Channel

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Created Friction Factor given Self Cleansing Velocity

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Created Rugosity Coefficient given Self Cleansing Velocity

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Created Unit Weight of Water given Hydraulic Mean Depth

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Created MLSS given Sludge Recirculation Ratio

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Created MLSS given Sludge Volume Index and Recirculation Ratio

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Created MLSS given SVI and Sewage Discharge

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Created Mixed Liquor Suspended Solids given Sludge Age

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Created MLSS given Sludge Age

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Created MLSS Returned given Oxygen Demand and Ultimate BOD Both

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Created MLSS Returned given Oxygen Demand of Biomass

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Created MLSS Returned given Oxygen Required in Aeration Tank

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Created MLSS Returned given Ultimate BOD

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Created Difference between Modified Drawdowns given Aquifer Constant

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Created Modified Drawdown in Well 1

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Created Modified Drawdown in Well 1 given Aquifer Constant

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Created Modified Drawdown in Well 2

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Created Modified Drawdown in Well 2 given Aquifer Constant

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Created Diameter of Particle given Maximum Critical Scour Velocity

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Created Diameter of Particle given Minimum Critical Scour Velocity

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Created Maximum Critical Scour Velocity

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Created Minimum Critical Scour Velocity

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Created Specific Gravity given Maximum Critical Scour Velocity

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Created Specific Gravity given Minimum Critical Scour Velocity

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Verified Rate of Flow through Propeller

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21 More Momentum Theory of Propellers Calculators

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Verified Axial Tension or load given Individual stiffness of mooring line

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Verified Elongation in mooring line given individual stiffness of mooring line

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Verified Individual Stiffness of Mooring Line

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9 More Mooring Calculators

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Verified Relative Cost given Yield Stress

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Verified Relative Weight for Designing Fabricated Plate Girders

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Verified Relative Weight given Yield Stresses

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Verified Yield Stress Fy2 given Relative Cost

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Verified Yield Stress Fy2 given Relative Weight

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Verified Yield Stress Fy2 given Relative Weight for Designing Fabricated Plate Girders

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Verified Yield Stress given Relative Cost

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Verified Yield Stress given Relative Weight

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Verified Yield Stress given Relative Weight for Designing Fabricated Plate Girders

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15 More Most Economic Steel Structure Calculators

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Verified Average Head for most economical pipe diameter of distribution system

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Verified Initial Investment for Most economical pipe diameter of distribution system

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6 More Most Economical Pipe Calculators

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Created Quantity of Water by National Board of Fire Underwriters

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Verified Distance between Source and Barrier given Noise Reduction in Decibels

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Verified Height of Barrier Wall given Noise Reduction in Decibels

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Verified Noise Reduction in Decibels

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Verified Wavelength of Sound given Noise Reduction in Decibels

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Created Angle of Inclination given Normal Stress Component

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Created Normal Stress Component given Unit Weight of Soil

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Created Normal Stress Component given Vertical Stress

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Created Unit Weight of Soil given Normal Stress Component

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Created Vertical Stress on Surface of Prism given Normal Stress Component

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Verified 28-day Compressive Strength of Concrete given Force in Slab

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Verified Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges

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Verified Reduction Factor given Minimum Number of Connectors in Bridges

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15 More Number of Connectors in Bridges Calculators

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Created Correction factor for difference between saturation and operation dissolved oxygen

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Created Operation D.O Level when Correction Factor is 0.8

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Created Operation D.O Level when Correction Factor is 0.85

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Created Operation Dissolved Oxygen Level

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Verified Organic Loading using Hydraulic Retention Time

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Created Area of Filter given Organic Loading

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Created Filter Length given Organic Loading

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Created Organic Loading to Trickling Filter

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Verified Organic Matter Present at Start of BOD

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Verified Organic Matter Present at Start of BOD given Total Amount of Organic Matter Oxidised

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Verified Coefficient of Velocity given Coefficient of Discharge

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10 More Orifice Meter Calculators

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Created Departure given Distance in Feet

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Created Departure given Distance in Kilometers

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Created Departure given Distance in Miles

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Created Displacement given Distance in Feet

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Created Displacement given Distance in Kilometers

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Created Displacement given Distance in Miles

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Created Angle of Internal Friction given Resisting Moment

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Created Factor of Safety given Mobilised Shear resistance of Soil

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Created Factor of Safety given Moment of Resistance

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Created Factor of Safety given Sum of Tangential Component

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Created Factor of Safety given Unit Cohesion

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Created Length of Slip Arc

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Created Length of Slip Arc given Factor of Safety

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Created Unit Cohesion given Factor of Safety

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Created Unit Cohesion given Mobilised Shear resistance of Soil

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Created Unit Cohesion given Resisting Force from Coulomb's Equation

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Created Unit Cohesion given Sum of Tangential Component

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Created Weight of Soil on Wedge given Factor of Safety

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Created Weight of Soil on Wedge given Mobilised Shear resistance of Soil

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Verified DO Deficit using Streeter-Phelps Equation

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Verified Initial DO Deficit given DO Deficit using Streeter-Phelps Equation

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Verified Initial Oxygen Deficit in First Stage Equation

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Verified Log value of Critical Oxygen Deficit

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Verified Oxygen Deficit

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Verified Oxygen Deficit given Critical Time in Self Purification Factor

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Verified Constant of Integration given Oxygen Equivalent

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Verified Oxygen Equivalent given Organic Matter Present at Start of BOD

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Verified Oxygen Equivalent given Critical Oxygen Deficit

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Verified Oxygen Equivalent given Critical Time in Self Purification Factor

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Verified Oxygen Equivalent given DO Deficit using Streeter-Phelps Equation

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Verified Oxygen Equivalent given Log value of Critical Oxygen Deficit

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Verified Oxygen Equivalent given Self Purification Constant with Critical Oxygen Deficit

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Verified Oxygen Equivalent in First Stage Equation

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Created Oxygen Required in Aeratio

List of Calculators by Suraj Kumar