Calculators Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri
https://www.linkedin.com/in/suraj-kumar-517448171
2421
Formulas Created
639
Formulas Verified
455
Across Categories

List of Calculators by Suraj Kumar

Following is a combined list of all the calculators that have been created and verified by Suraj Kumar. Suraj Kumar has created 2421 and verified 639 calculators across 455 different categories till date.
Verified Deflection when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
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3 More Deflection Calculators
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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 when Difference in Drawdowns at Two Wells is Given
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Created Aquifer Constant when Drawdown in Well is Given
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Created Aquifer Constant given Difference Between Modified Drawdowns
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Created Aquifer Constant when Modified Drawdown is Given
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Created Discharge from Two Wells with Base 10
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Created Discharge given Length of the 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 when Coefficient of Permeability is Given
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Created Rate of Flow when Flow Velocity is Given
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Created Confined Aquifer Discharge given Coefficient of Transmissibility
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Created Confined Aquifer Discharge given Drawdown at the Well
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Created Confined Aquifer Discharge when Coefficient of Transmissibility and Depth of Water is Given
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Created Confined Aquifer Discharge when Depth of Water in Two Wells are Given
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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 the Well
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Created Discharge in Confined Aquifer
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Created Discharge in Confined Aquifer when Coefficient of Transmissibility is Given
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Created Discharge in Confined Aquifer with Base 10
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Created Discharge in Confined Aquifer with Base 10 when Coefficient of Transmissibility is Given
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Created Aquifer Loss Coefficient
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Created Aquifer Loss given Drawdown
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Created Aquifer Loss when Aquifer Loss Coefficient is Given
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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 Drawdown Value measured at the Well
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Created Thickness of Aquifer when Discharge in Unconfined Aquifer is Given
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Created Aquifer Thickness from Impermeable Layer when Coefficient of Transmissibility is Given
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Created Aquifer Thickness from Impermeable Layer when Coefficient of Transmissibility with Base 10 is Given
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Created Aquifer Thickness from Impermeable Layer when Discharge in Confined Aquifer is Given
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Created Aquifer Thickness from Impermeable Layer when Discharge in Confined Aquifer with Base 10 is Given
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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 when Depth of Water in Two Wells are Given
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Created Thickness of Confined Aquifer when Discharge in Confined Aquifer is Given
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Created Thickness of Confined Aquifer when Discharge in Confined Aquifer with Base 10 is Given
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Created Thickness of Aquifer from Impermeable Layer when Drawdown in Well 1 is Given
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Created Thickness of Aquifer from Impermeable Layer when Drawdown in Well 2 is Given
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Created Thickness of Aquifer from Impermeable Layer when Modified Drawdown in Well 1 is Given
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Created Thickness of Aquifer from Impermeable Layer when Modified Drawdown in Well 2 is Given
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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 Basin when Flood Discharge by Dicken's Formula for Northern India is Given
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Created Area of Basin when Flood Discharge by Dicken's Formula is Given
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Created Area of Cross-section for Full Flow when Hydraulic Mean Depth and Discharge Ratio is Given
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Created Area of Cross-section for Full Flow when Only Discharge Ratio is Given
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Created Area of Cross-section for Full Flow when Only Hydraulic Mean Depth Ratio is Given
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Created Area of Cross-section for Partial Flow when Hydraulic Mean Depth and Discharge Ratio is Given
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Created Area of Cross-section for Partial Flow when Only Discharge Ratio is Given
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Created Area of Cross-section for Partial Flow when Only Hydraulic Mean Depth Ratio is Given
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Created Area of Filter when Hydraulic Loading is Given
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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 when Height at Outlet Zone with respect to Area of Tank is Given
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Verified Area of Tank when Ratio of Removal with respect to Discharge is Given
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Verified Area of Tank when Vertical Falling Speed in Sedimentation Tank with respect to Area is Given
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Verified Area of the Tank for Discharge Rate with respect to Settling Velocity
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Verified Cross Sectional Area of Sedimentation Tank
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Verified Cross Sectional Area when Length of Sedimentation Tank with respect to Surface Area is Given
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Verified Cross Sectional Area when Surface Area with respect to Darcy Weishbach Friction Factor is Given
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Verified Cross Sectional Area when Surface Area with respect to Settling Velocity is Given
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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 when Settling Velocity is Given
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Created Plan Area when Settling Velocity of Particular Sized Particle is Given
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Created Average Increment for a Decade when Future Population at End of 2 Decades is Given
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Created Average Increment for a Decade when Future Population at End of 3 Decades is Given
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Created Average Increment for a Decade when Future Population is Given
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Created Future Population at the End of 2 Decades
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Created Future Population at the End of 3 Decades
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Created Future Population at the End of n Decades
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Created Number of Decades when Future Population is Given
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Created Present Population when Future Population at the End of 2 Decades is Given
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Created Present Population when Future Population at the End of 3 Decades is Given
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Created Present Population when Future Population at the End of n Decades is Given
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Verified Average Daily Influent Flow Rate given Organic Loading
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6 More Average Daily Influent Flow Rate Calculators
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Created Bazin's Constant Chezy's Constant by Bazin's Formula
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Created Chezy's Constant by Bazin's Formula
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Created Hydraulic Mean Depth when Chezy's Constant by Bazin's Formula is Given
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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 when Effective Surcharge is Given
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Created Bearing Capacity Factor Dependent on Cohesion when Safe Bearing Capacity is Given
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Created Bearing Capacity Factor Dependent on Cohesion when Ultimate Bearing Capacity is Given
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Created Bearing Capacity Factor Dependent on Surcharge when Effective Surcharge is Given
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Created Bearing Capacity Factor Dependent on Surcharge when Safe Bearing Capacity is Given
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Created Bearing Capacity Factor Dependent on Surcharge when Ultimate Bearing Capacity is Given
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Created Bearing Capacity Factor Dependent on Weight when Effective Surcharge is Given
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Created Bearing Capacity Factor Dependent on Weight when Safe Bearing Capacity is Given
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Created Bearing Capacity Factor Dependent on Weight when Ultimate Bearing Capacity is Given
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Created Depth of Footing when Effective Surcharge is Given
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Created Depth of Footing when Net Ultimate Bearing Capacity is Given
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Created Depth of Footing when Safe Bearing Capacity is Given
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Created Depth of Footing when Ultimate Bearing Capacity is Given
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Created Effective Surcharge when Depth of Footing is Given
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Created Effective Surcharge when Factor of Safety is Given
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Created Effective Surcharge when Ultimate Bearing Capacity is Given
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Created Factor of Safety when Net Safe Bearing Capacity is Given
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Created Factor of Safety when Safe Bearing Capacity is Given
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Created Factor of Safety when Ultimate Bearing Capacity is Given
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Created Net Safe Bearing Capacity
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Created Net Safe Bearing Capacity when Safe Bearing Capacity is Given
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Created Net Safe Bearing Capacity when Ultimate Bearing Capacity is Given
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Created Net Ultimate Bearing Capacity when Depth of Footing is Given
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Created Net Ultimate Bearing Capacity when Net Safe Bearing Capacity is Given
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Created Net Ultimate Bearing Capacity when Safe Bearing Capacity is Given
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Created Net Ultimate Bearing Capacity when Ultimate Bearing Capacity is Given
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Created Safe Bearing Capacity
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Created Safe Bearing Capacity when Net Ultimate Bearing Capacity is Given
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Created Ultimate Bearing Capacity
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Created Ultimate Bearing Capacity of Soil under Long Footing at Surface of Soil
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Created Ultimate Bearing Capacity when Depth of Footing is Given
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Created Ultimate Bearing Capacity when Factor of Safety is Given
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Verified Steel Yield Strength for milled surface
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5 More Bearing on Milled Surfaces Calculators
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Created Bed Slope for Full Flow when Bed Slope for Partial Flow is Given
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Created Bed Slope for Full Flow when Velocity Ratio is Given
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Created Bed Slope for Partial Flow
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Created Bed Slope for Partial Flow when Velocity Ratio is Given
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Created Ratio of Bed Slope when Velocity Ratio is Given
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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 when Organic Loading is Given
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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 in Sewage
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Verified BOD of Industry when Population Equivalent is Given
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Verified BOD when Dilution Factor is Given
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Created Change in Normal Stress when Overall Pore Pressure Coefficient is Given
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Created Change in Pore Pressure when Overall Pore Pressure Coefficient is Given
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Created Effective Angle of Internal Friction when Shear Force in Bishop's Analysis is Given
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Created Effective Angle of Internal Friction when Shear Strength is Given
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Created Effective Cohesion of Soil given Normal Stress on the Slice
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Created Effective Cohesion of Soil when Shear Force in Bishop's Analysis is Given
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Created Effective Stress on the Slice
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Created Factor of Safety Given by Bishop
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Created Factor of Safety when Shear Force in Bishop's Analysis is Given
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Created Height of Slice when Pore Pressure Ratio is Given
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Created Horizontal Distance of Slice from Centre of Rotation
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Created Length of the Arc of the Slice
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Created Length of the Arc of the Slice when Effective Stress is Given
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Created Length of the Arc of the Slice when Shear Force in Bishop's Analysis is Given
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Created Normal Stress on the Slice
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Created Normal Stress on the Slice given Shear Strength
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Created Radius of Arc when Total Shear Force on the 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 when Total Shear Force on the Slice is Given
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Created Unit weight of Soil when Pore Pressure Ratio is Given
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Created Weight of Slice when Total Normal Force Acting on the Slice is Given
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Created Ratio of BOD to Ultimate BOD
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Created Ratio of BOD to Ultimate when Oxygen Demand of Biomass is Given
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Created Ratio of BOD to Ultimate when Oxygen Required in Aeration Tank is Given
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BOD5 (3)
Created BOD5 when Oxygen Required in Aeration Tank is Given
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Created BOD5 when Ratio of BOD to Ultimate BOD is 0.68
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Created BOD5 when Ratio of BOD to Ultimate BOD is Given
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Verified Breaking Distance
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5 More Braking Distance Calculators
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Verified Buoyant Force on Entire Submerged Body
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Verified Total Buoyant Force when Volumes of the Elementary Prism Submerged in Fluids is given
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Verified Volume of Submerged Body When Buoyant Force on Entire Submerged Body is given
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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 Calculators
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Created Average Domestic Demand when Total Storage Capacity is Given
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Created Average Domestic Demand when Value of McDonald Coefficient is Given
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Created Capacity of Pump when Total Storage Capacity is Given
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Created Capacity of Pump when Value of McDonald Coefficient is Given
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Created Duration of Fire when we have Reserve Storage
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Created Fire Demand when Total Storage Capacity is Given
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Created Fire Demand when Value of McDonald Coefficient is Given
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Created Fire Demand when we have Reserve Storage
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Created McDonald Coefficient a when Total Storage Capacity is Given
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Created McDonald Coefficient b when Total Storage Capacity is Given
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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 when Value of McDonald Coefficient is Given
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Created Catchment Area for Flood Discharge of Madras Catchment
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Created Catchment Area given Flood Discharge within 24 km from Coast
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Created Catchment Area in FPS Unit when Average Value of Constant is Given
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Created Catchment Area when Average Value of Constant is Given
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Created Catchment Area when Discharge in FPS Unit for Area within 24 KM to 161 KM from the Coast is Given
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Created Catchment Area when Flood Discharge by Fanning's Formula is Given
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Created Catchment Area when Flood Discharge for Area within 24 KM from the Coast is Given
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Created Catchment Area when Flood Discharge for Area within 24 KM to 161 KM from the Coast is Given
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Created Catchment Area when Flood Discharge for Catchment of Former Bombay Presidency is Given
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Created Catchment Area when Flood Discharge for Limited Area Near Hills is Given
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Created Catchment Area when Flood Discharge for Madras Catchment is Given
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Created Catchment Area when Flood Discharge in FPS Unit by Fanning's Formula is Given
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Created Catchment Area when Flood Discharge in FPS Unit by Inglis Formula is Given
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Created Catchment Area when Flood Discharge in FPS Unit for Limited Area Near Hills is Given
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Created Catchment Area when Flood Discharge is Given
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Created Bowl Radius when Centrifugal Acceleration Force is Given
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Created Centrifugal Acceleration Force in Centrifuge
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Created Rotational Speed of Centrifuge when Centrifugal Acceleration Force is Given
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Created Channel Flow Time Or Gutter Flow Time
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Created Length of the Drain when Channel Flow Time is Given
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Created Peak Rate of Runoff from Nawab Jung Bahadur Formula
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Created Velocity in the Drain when Channel Flow Time is Given
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Created Coefficient of Permeability when Aquifer Loss Coefficient is Given
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Created Discharge when Aquifer Loss is Given
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Created Drawdown given Well Loss
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Created Radius of Influence when Aquifer Loss Coefficient is Given
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Created Radius of Well given Aquifer Loss Coefficient
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Verified Temperature in Kelvin when Speed of Sound is Given
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Verified Wavelength of Wave
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Created Chezy's Constant when Velocity of Flow by Chezy's Formula is Given
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Created Hydraulic Gradient when Velocity of Flow by Chezy's Formula is Given
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Created Hydraulic Mean Radius of Channel
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Created Hydraulic Mean Radius of Channel when Velocity of Flow by Chezy's Formula is Given
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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 Drawdown
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Created Chow's Function when Constant dependent on Well Function is Given
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Created Chow's Function when Well Function is Given
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Verified Diameter of Section when flow depth in most efficient channel is Given
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19 More Circular section Calculators
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Created Area of Cross-section when Central Angle is established
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Created Area of Cross-section when Discharge is Given
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Created Diameter of pipe given Area of Cross-section
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Created Diameter of the pipe when Hydraulic Mean Depth is established
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Created Discharge when Pipe is Running Full
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Created Hydraulic Mean Depth when Central Angle is established
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Created Velocity while Running Full when Discharge is Given
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Created Area of Cross-section while Running Partially Full when Discharge is Given
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Created Area of Cross-section while Running Partially Full when Proportionate Area is Given
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Created Area of Cross-section while Running Partially Full when Proportionate Discharge is Given
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Created Discharge when Pipe Running Partially Full
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Created Discharge when Pipe Running Partially Full when Proportionate Discharge is Given
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Created Hydraulic Mean Depth while Running Partially Full when Only Proportionate Velocity is Given
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Created Hydraulic Mean Depth while Running Partially Full when Proportionate Hydraulic Mean Depth is Given
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Created Hydraulic Mean Depth while Running Partially Full when Proportionate Velocity is Given
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Created Roughness Coefficient while Running Partially Full when Proportionate Velocity is Given
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Created Velocity while Running Partially Full when Discharge is Given
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Created Velocity while Running Partially Full when Proportionate Discharge is Given
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Created Velocity while Running Partially Full when Proportionate Velocity is Given
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Verified Load given Total Maximum Shear Stress for a 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 when Reynold Number is Given
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Created Coefficient of Drag given Settling Velocity of Spherical Particle
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Created Coefficient of Drag when Drag Force Offered by the Fluid is Given
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Created Coefficient of Drag when Reynold Number is Given
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Created Coefficient of Drag when Settling Velocity is Given
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Created Coefficient of Permeability given Discharge and Length of the Strainer
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Created Coefficient of Permeability given Radius of Influence
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Created Coefficient of Permeability when Discharge from Two Wells with Base 10 is Given
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Created Coefficient of Permeability when Discharge in Unconfined Aquifer is Given
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Created Coefficient of Permeability when Discharge in Unconfined Aquifer with Base 10 is Given
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Created Coefficient of Permeability when Discharge of Two Wells under Consideration is Given
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Created Coefficient of Permeability when Flow Velocity is Given
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Created Coefficient of Permeability when Rate of Flow is Given
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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 when Depth of Water in Two Wells are Given
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Created Coefficient of Permeability when Discharge in Confined Aquifer is Given
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Created Coefficient of Permeability when Discharge in Confined Aquifer with Base 10 is Given
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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 when Depth of Water in Two Wells are Given
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Created Coefficient of Transmissibility when Discharge in Confined Aquifer with Base 10 is Given
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Created Coefficient of Transmissibility when Discharge is Given
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Created Angle of Inclination when Factor of Safety against Sliding is Given
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Created Angle of Inclination when Shear Strength of Soil is Given
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Created Angle of Internal Friction when Factor of Safety against Sliding is Given
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Created Angle of Internal Friction when Normal Stress of Cohesionless Soil is Given
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Created Angle of Internal Friction when Shear Strength of Cohesionless Soil is Given
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Created Angle of Internal Friction when Shear Strength of Soil is Given
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Created Factor of Safety against Sliding when Angle of Internal Friction is Given
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Created Normal Stress when Shear Strength of Cohesionless Soil is Given
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Created Normal Stress when Shear Stress of Cohesionless Soil is Given
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Created Shear Strength of Cohesionless Soil
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Created Shear Strength of Soil when Angle of Internal Friction is Given
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Created Shear Stress of Soil given Angle of Internal Friction
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Created Shear Stress when Normal Stress of Cohesionless Soil is Given
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Created Cohesion of Soil when Factor of Safety for Cohesive Soil is Given
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Created Cohesion of Soil when Factor of Safety with Respect to Cohesion is Given
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Created Cohesion of Soil when Mobilised Cohesion is Given
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Created Cohesion when Critical Depth for Cohesive Soil is Given
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Created Cohesion when Factor of Safety for Cohesive Soil is Given
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Created Cohesion when Shear Strength of Cohesive Soil is Given
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Created Cohesion when Stability Number for Cohesive Soil is Given
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Created Critical Depth for Cohesive Soil
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Created Critical Depth for Cohesive Soil when Factor of Safety with Respect to Cohesion is Given
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Created Critical Depth when Stability Number for Cohesive Soil is Given
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Created Depth at which Mobilised Cohesion is Considered when Critical Depth is Given
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Created Depth at which Mobilised Cohesion is Considered when Stability Number is Given
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Created Depth at which Mobilised Cohesion is Given
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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 when Stability Number for Cohesive Soil is Given
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Created Normal Stress when Factor of Safety for Cohesive Soil is Given
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Created Normal Stress when Shear Strength of Cohesive Soil is Given
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Created Shear Strength of Cohesive Soil
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Created Shear Stress when Factor of Safety for Cohesive Soil is Given
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Created Unit Weight of Soil when Critical Depth for Cohesive Soil is Given
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Created Unit Weight of Soil when Factor of Safety for Cohesive Soil is Given
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Created Unit Weight of Soil when Factor of Safety with Respect to Cohesion is Given
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Created Unit Weight of Soil when Mobilised Cohesion is Given
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Created Unit Weight of Soil when Stability Number for Cohesive Soil is Given
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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 when Value of Bearing Capacity Factor is Given
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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 when Value of Bearing Capacity Factor is Given
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Created Cohesion of Soil when Bearing Capacity for Circular Footing is Given
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Created Cohesion of Soil when Bearing Capacity for Square Footing is Given
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Created Effective Surcharge for Circular Footing when Value of Bearing Capacity Factor is Given
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Created Effective Surcharge when Bearing Capacity for Circular Footing is Given
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Created Effective Surcharge when Bearing Capacity for Square Footing is Given
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Created Length of Footing when Bearing Capacity for Square Footing is Given
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Created Width of Footing when Bearing Capacity for Square Footing is Given
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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 when Run-off in cm is Given
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Created Mean Temperature in Entire Catchment when Run-off is Given
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Created Rainfall Intensity when Runoff Coefficient is Given
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Created Runoff Coefficient when Rainfall Intensity is Given
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Created Run-off Coefficient when Run-off is Given
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Created Run-off when Run-off Coefficient is Given
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Verified Area of Channel Section by Manning's Formula
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Verified Chezy Constant when Discharge is Given
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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 the Effluent when Mass of the Solids Removed is Given
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Created Concentration of Solids in the Effluent when Sludge Age is Given
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Created Concentration of Solids in the Returned Sludge
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Created Concentration of Solids in the Returned Sludge when MLSS is Given
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Created Concentration of Solids in the Returned Sludge when Sludge Age is Given
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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 when Clay Soil is Given
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Created Constant Depending upon Soil at Base of Well when Discharge from a Well is Given
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Created Constant Depending upon Soil at Base of Well when Fine Sand is Given
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Created Constant Depending upon Soil at Base of Well when Specific Capacity is Given
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Created Constant Depending upon Soil at Base of Well with Base 10
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Created Constant Depression Head when Discharge and Time in Hours is Given
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Created Constant Depression Head when Discharge from a Well is Given
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Created Mean Velocity of Water Percolating into the Well
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Created Percolation Intensity Coefficient when Discharge is Given
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Created Time in Hours when Specific Capacity of an Open Well is Given
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Created Time in Hours when Specific Capacity of an Open Well with Base 10 is Given
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Created Bed Slope of the Sewer when Flow Velocity by Crimp and Burge's Formula is Given
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Created Flow Velocity by Crimp and Burge's Formula
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Created Hydraulic Mean Depth when Flow Velocity by Crimp and Burge's Formula is Given
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Created Critical Depth at Different Discharges
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Created Critical Depth given Maximum Discharge
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Created Critical Depth in the Control Section
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Created Critical Depth when Depth of Parabolic Channel is Given
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Created Critical Depth when Discharge Through the Control Section is Given
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Created Critical Depth when Total Critical Energy is Given
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Created Critical Depth when Total Energy at Critical Point is Given
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Verified Critical Oxygen Deficit
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Verified Critical Oxygen Deficit in First Stage Equation
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Verified Critical Oxygen Deficit when Self Purification Constant is Given
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Verified Critical Time
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Verified Critical Time in terms of Self Purification Constant when we have Critical Oxygen Deficit
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Verified Critical Time in terms of Self Purification Factor
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Verified Critical Time when Log value of Critical Oxygen Deficit is Given
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Verified Critical Time when Self Purification Constant is Given
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Verified Critical Time when we have Critical Oxygen Deficit
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Created Critical Velocity given Maximum Discharge
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Created Critical Velocity when Critical Depth in the Control Section is Given
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Created Critical Velocity when Depth of Section is Given
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Created Critical Velocity when Discharge is Given
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Created Critical Velocity when Discharge Through the Control Section is Given
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Created Critical Velocity when Head Loss is Given
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Created Critical Velocity when Total Energy at Critical Point is Given
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Created Cross-sectional Area of Flow into the well when Discharge from an Open Well is Given
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Created Cross-sectional Area of Flow into the well when Discharge is Given
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Created Cross-sectional Area of Well when Specific Capacity for Clay Soil is Given
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Created Cross-sectional Area of Well when Specific Capacity for Coarse Sand is Given
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Created Cross-sectional Area of Well when Specific Capacity for Fine Sand is Provided
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Created Cross-sectional Area of Well when Specific Capacity is Given
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Created Cross-sectional Area of Well when Clay Soil is Given
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Created Cross-sectional Area of Well when Constant Depending upon Soil at Base is Given
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Created Cross-sectional Area of Well when Constant Depending upon Soil at Base with Base 10 is Given
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Created Cross-sectional Area of well when Discharge and Constant Depression Head is Given
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Created Cross-sectional Area of Well when Discharge from a Well is Given
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Created Cross-sectional Area of Well when Fine Sand is Given
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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 when Discharge under Dams on Soft or Porous Foundations is Given
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
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19 More Dams on Soft or Porous Foundations Calculators
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Verified Area of Pipe when Total Required Power is Given
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Verified Density of Liquid when Shear Stress with darcy Friction Factor is Given
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Verified Pressure Gradient when Total Required Power is Given
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18 More Darcy – Weisbach Equation Calculators
Go
Created Average Velocity of Flow when Head Loss is established
Go
Created Average Velocity of Flow when Internal Radius of Pipe is Given
Go
Created Darcy's Coefficient of Friction when Head Loss is established
Go
Created Darcy's Coefficient of Friction when Internal Radius of Pipe is Given
Go
Created Head Loss due to Friction by Darcy Weisbach Equation
Go
Created Head Loss due to Friction when Internal Radius of Pipe is Given
Go
Created Internal Diameter of Pipe when Head Loss is established
Go
Created Internal Radius of Pipe when Head Loss is Given
Go
Created Length of Pipe When Head Loss due to Friction is established
Go
Created Length of Pipe When Internal Radius of Pipe is Given
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Verified Darcy Weishbach Friction Factor when Length of Tank with respect to Darcy Weishbach Factor is Given
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Verified Darcy Weishbach Friction Factor when Surface Area with respect to Darcy Weishbach Factor is Given
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Verified Darcy-Weishbach Friction Factor in terms of Displacement Velocity by Camp
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Verified Darcy-Weishbach Friction Factor when Displacement Velocity for Fine Particles is Given
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Created Cracking Moment for Reinforced Concrete Beams
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Created Distance from Centroidal Axis given Cracking Moment
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Created Moment of Inertia of Gross Concrete Section given Cracking Moment
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Verified Air content with respect to degree of saturation
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Created Buoyant Unit Weight of Soil with Saturation 100 Percent
Go
Verified Degree of saturation given air content with respect to degree of saturation
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Verified Degree of saturation of soil sample
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Verified Degree of saturation when percentage air voids in terms of void ratio is given
Go
Verified Degree of saturation when void ratio in terms of specific gravity is given
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Verified Volume of voids when degree of saturation of soil sample is given
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Verified Volume of water when degree of saturation of soil sample is given
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Verified Mass Density of Fluid in terms of Impelling Force
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Verified Mass Density of Fluid using Settling Velocity with respect to Dynamic Viscosity
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Verified Mass Density of Fluid when Frictional Drag is Given
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Verified Mass Density of Fluid when Particle Reynold's Number is Given
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Verified Mass Density of Fluid when Settling Velocity is Given
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Verified Mass Density of Particle when Impelling Force is Given
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Verified Mass Density of Particle when Settling Velocity is Given
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Verified Mass Density of Particle when Settling Velocity with respect to Dynamic Viscosity is Given
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Verified Bulk density of soil
Go
Verified Density of solids
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Verified Density of water given submerged density with respect to saturated density
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Verified Dry density of soil
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Verified Mass of saturated sample when saturated density of soil is given
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Verified Mass of solids given density of solids
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Verified Mass of solids when dry density of soil is given
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Verified Saturated density of soil
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Verified Saturated density when submerged density with respect to saturated density
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Verified Submerged density of soil
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Verified Submerged density with respect to saturated density
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Verified Submerged mass of soil when submerged density of soil is given
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Verified Total mass of soil given bulk density of soil
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Verified Total volume of soil when bulk density of soil is given
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Verified Total volume of soil when dry density of soil is given
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Verified Total volume when saturated density of soil is given
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Verified Total volume when submerged density of soil is given
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Created Density of Water when Coefficient of Drag is Given
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Created Density of Water when Drag Force Offered by the Fluid is Given
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Created Density of Water when Kinematic Viscosity of Water is Given
Go
Verified Deoxygenation Coefficient when Self Purification Constant is Given
Go
Verified Deoxygenation Constant in terms of Self Purification Constant when Critical Oxygen Deficit
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Verified Deoxygenation Constant when Critical Time in terms of Self Purification Factor is Given
Go
Verified Deoxygenation Constant when Log value of Critical Oxygen Deficit is Given
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Verified Deoxygenation Constant
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Verified De-oxygenation Constant
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Verified Deoxygenation Constant at 20 degree Celsius
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Verified Deoxygenation Constant at given Temperature
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Verified De-oxygenation Constant when Organic Matter Present at the Start of BOD is Given
Go
Verified De-oxygenation Constant when Total Amount of Organic Matter Oxidised is Given
Go
Created Constant Depression Head when Specific Capacity for Clay Soil is Given
Go
Created Constant Depression Head when Specific Capacity for Coarse Sand is Given
Go
Created Constant Depression Head when Specific Capacity for Fine Sand is Given
Go
Created Constant Depression Head when Specific Capacity is Given
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Created Depression Head when Discharge is Given
Go
Created Depression Head in the Well at a Time T after Pumping Stopped
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Created Depression Head in the Well at a Time T after Pumping Stopped and Clay Soil is Present
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Created Depression Head in the Well at a Time T after Pumping Stopped and Coarse Sand is Present
Go
Created Depression Head in the Well at a Time T after Pumping Stopped and Constant is Given
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Created Depression Head in the Well at a Time T after Pumping Stopped and Constant with Base 10 is Given
Go
Created Depression Head in the Well at a Time T after Pumping Stopped and Fine Sand is Present
Go
Created Depression Head in the Well at a Time T after Pumping Stopped with Base 10
Go
Created Depression Head in the Well at a Time T after Pumping Stopped with Base 10 and Clay soil is Present
Go
Created Depression Head in the Well at a Time T after Pumping Stopped with Base 10 and Fine Sand is Present
Go
Created Depression Head in the Well at a Time T after Pumping Stopped with Base 10 in Coarse Sand
Go
Created Depression Head in the Well at a Time T after Pumping Stopped with known Discharge and Time
Go
Created Depression Head in the Well given Pumping Stopped and Coarse Sand is Present
Go
Created Depression Head in the Well given Pumping Stopped and Fine Sand is Present
Go
Created Depression Head in the Well given Pumping Stopped with Base 10 and Clay soil is Present
Go
Created Depression Head in the Well given Pumping Stopped with Base 10 and Coarse Sand is Present
Go
Created Depression Head in the Well given Pumping Stopped with Base 10 and Fine Sand is Present
Go
Created Depression Head in the Well given Pumping Stopped with Discharge
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Created Depression Head in the Well when Pumping Stopped
Go
Created Depression Head in the Well when Pumping Stopped and Constant is Given
Go
Created Depression Head in the Well when Pumping Stopped and Constant with Base 10 is Given
Go
Created Depression Head in the Well when Pumping Stopped with Base 10
Go
Created Depression Head in well given pumping stopped and clay soil is present
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Created Depth of Parabolic Channel when Critical Depth is Given
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Created Depth of Parabolic Channel when Width of Parabolic Channel is Given
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Created Depth when Critical Velocity is Given
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Created Depth when Discharge for Rectangular Channel Section is given
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Created Depth of Actual Filter when Treatability Constant is Given
Go
Created Depth of Filter when Treatability Constant is Given
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Created Depth of Tank when Detention Time is Given
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Created Depth of Tank when Flow Velocity is Given
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Created Depth of tank when Height to Length Ratio is Given
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Created Height of Tank when Detention Time for a Circular Tank is Given
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Created Height of Tank when Flow Velocity is Given
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Created Depth of Water in Well 1 when Drawdown in Well 1 is Given
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Created Depth of Water in Well 2 when Drawdown in Well 2 is Given
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Created Radial Distance from Well 1 when Aquifer Constant is Given
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Created Radial Distance from Well 2 when Aquifer Constant is Given
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Created Depth of Water at Point 1 when Discharge from Two Wells with Base 10 is Given
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Created Depth of Water at Point 1 when Discharge of Two Wells under Consideration is Given
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Created Depth of Water at Point 2 when Discharge from Two Wells with Base 10 is Given
Go
Created Depth of Water at Point 2 when Discharge of Two Wells under Consideration is Given
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Created Depth of Water in the Well when Discharge in Unconfined Aquifer is Given
Go
Created Depth of Water in the Well when Discharge in Unconfined Aquifer with Base 10 is Given
Go
Created Depth of Water in Well given Drawdown Value measured at the Well
Go
Created Depth of Water in 1st Well when Coefficient of Transmissibility is Given
Go
Created Depth of Water in 1st Well when Confined Aquifer Discharge is Given
Go
Created Depth of Water in 2nd Well when Coefficient of Transmissibility is Given
Go
Created Depth of Water in 2nd Well when Confined Aquifer Discharge is Given
Go
Created Depth of Water in Well when Coefficient of Transmissibility is Given
Go
Created Depth of Water in Well when Coefficient of Transmissibility with Base 10 is Given
Go
Created Depth of Water in Well when Discharge in Confined Aquifer is Given
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Created Depth of Water in Well when Discharge in Confined Aquifer with Base 10 is Given
Go
Created Average Daily Consumption of Chlorine
Go
Created Average Flow when Average Daily Consumption of Chlorine is Given
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Created Average Flow when Capacity of the Chlorinator at Peak Flow is Given
Go
Created Capacity of the Chlorinator at Peak Flow
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Created Dosage Used when Average Daily Consumption of Chlorine is Given
Go
Created Dosage Used when Capacity of the Chlorinator at Peak Flow is Given
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Created Number of Coliform Organisms at Any Initial Time
Go
Created Number of Coliform Organisms at Any Particular Time
Go
Created Peaking Factor when Capacity of the Chlorinator at Peak Flow is Given
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Created Residence Time when Number of Coliform Organisms at Any Particular Time is Provided
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Created Total Chlorine Residual at Any Particular Time
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Created Actual Solid Loading Rate of Circular Settling Tanks
Go
Created Assumed Solid Loading Rate of Circular Settling Tanks
Go
Created Average Daily Load when Peak Discharge in Circular Settling Tanks is Given
Go
Created Design Surface Loading Rate when Surface Area of Circular Settling Tank is Given
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Created Influent Flow Rate when Return Activated Sludge Flow Rate is Given
Go
Created Maximum Solids Entering the Clarifier
Go
Created Maximum Solids when Solid Loading Rate is Given
Go
Created Mixed Liquor Suspended Solids in Aeration Tank when Maximum Solids is Given
Go
Created Peak Discharge in Circular Settling Tanks
Go
Created Peak Discharge when Surface Area of Circular Settling Tank is Given
Go
Created Peaking Factor when Peak Discharge in Circular Settling Tanks is Given
Go
Created Return Activated Sludge Flow Rate
Go
Created Return Activated Sludge Flow Rate when Maximum Solids Entering the Clarifier is Given
Go
Created Solids Processed when Actual Solid Loading Rate is Given
Go
Created Surface Area in terms of Solid Loading Rate
Go
Created Surface Area of Circular Settling Tank
Go
Created Total Settling Tank Surface Area when Actual Solid Loading Rate is Given
Go
Created Dewatered Sludge or Cake Discharge Rate
Go
Created Percent Polymer Concentration when Polymer Feed Rate as Volumetric Flow Rate is Given
Go
Created Percent Reduction in Sludge Volume
Go
Created Solids Recovery when Dewatered Sludge Discharge Rate is Given
Go
Created Air supply required in Grit Chamber
Go
Created Assumed Grit Quantity when Volume of Aerated Grit Chamber is Given
Go
Created Chamber Length when Air supply required is Given
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Created Chosen Air Supply when Air supply required is Given
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Created Chosen Depth when Width of Grit Chamber is Given
Go
Created Depth when Length of Grit Chamber is Given
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Created Detention Time when Volume of Each Grit Chamber is Given
Go
Created Length of Grit Chamber
Go
Created Peak Flow Rate when Volume of Each Grit Chamber is Given
Go
Created Selected Width-Ratio when Width of Grit Chamber is Given
Go
Created Volume Flow Rate Handled when Volume of Aerated Grit Chamber is Given
Go
Created Volume of Aerated Grit Chamber
Go
Created Volume of Each Grit Chamber
Go
Created Volume when Length of Grit Chamber is Given
Go
Created Width of Grit Chamber
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Created Width when Length of Grit Chamber is Given
Go
Created Density of air when Volume of Air Required is Given
Go
Created Density of Water when Volume of Digested Sludge is Given
Go
Created Digester Total Suspended Solids when Volume of Aerobic Digester is Given
Go
Created Influent Average Flow Rate when Volume of Aerobic Digester is Given
Go
Created Influent Suspended Solids when Volume of Aerobic Digester is Given
Go
Created Initial Weight of Oxygen when Weight of Oxygen Required is Given
Go
Created Percent Solids when Volume of Digested Sludge is Given
Go
Created Reaction Rate Constant when Volume of Aerobic Digester is Given
Go
Created Solids Retention Time when Volume of Aerobic Digester is Given
Go
Created Specific Gravity of Digested Sludge when Volume of Digested Sludge is Given
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 when Weight of Oxygen Required is Given
Go
Created Weight of Oxygen Required to Destroy the VSS
Go
Created Weight of Oxygen Required when Volume of Air Required is Given
Go
Created Weight of Sludge when Volume of Digested Sludge is Given
Go
Created Weight of VSS when Weight of Oxygen Required is Given
Go
Created BOD In when Percent Stabilization is Given
Go
Created BOD In when Quantity of Volatile Solids is Given
Go
Created BOD In when Volume of Methane Gas Produced is Given
Go
Created BOD Out when Percent Stabilization is Given
Go
Created BOD Out when Quantity of Volatile Solids is Given
Go
Created BOD Out when Volume of Methane Gas Produced is Given
Go
Created BOD Per Day when Volumetric Loading in an Anaerobic Digester is Given
Go
Created Endogenous Coefficient when Quantity of Volatile Solids is Given
Go
Created Hydraulic Retention Time when Volume Required for an Anaerobic Digester is Given
Go
Created Influent Sludge Flow Rate when Volume Required for an Anaerobic Digester is Given
Go
Created Mean Cell Residence Time when Quantity of Volatile Solids is Given
Go
Created Percent Stabilization
Go
Created Quantity of Volatile Solids Produced Each Day
Go
Created Volatile Solids Produced when Percent Stabilization is Given
Go
Created Volatile Solids Produced when Volume of Methane Gas Produced is Given
Go
Created Volume of Methane Gas Produced at Standard Conditions
Go
Created Volume Required for an Anaerobic Digester
Go
Created Volumetric Flow Rate when Volumetric Loading in an Anaerobic Digester is Given
Go
Created Volumetric Loading in an Anaerobic Digester
Go
Created Yield Coefficient when Quantity of Volatile Solids is Given
Go
Created Depth of Tank when Volume of Conical Humus Tank is Given
Go
Created Depth of the Tank when Top Area is Given
Go
Created Diameter of Tank when Volume of Conical Humus Tank is Given
Go
Created Top Area of Tank when Volume of Conical Humus Tank is Given
Go
Created Volume of Conical Humus Tank
Go
Created Volume of Conical Humus Tank when Top Area is Given
Go
Created Height to Length Ratio when Settling Velocity is Given
Go
Created Length to Depth Ratio when Settling Velocity is Given
Go
Created Overflow Rate when Discharge is Given
Go
Created Rate of Flow when Detention Time is Given
Go
Created Volume of Tank when Detention Time is Given
Go
Created Coefficient of Discharge when Distance in X Direction from Center of Weir is Given
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 the Weir
Go
Created Horizontal Flow Velocity given Distance in X Direction from Center of Weir
Go
Created Horizontal Flow Velocity when Half Width of Bottom Portion of the Weir is Given
Go
Created Width of Channel given Distance in X Direction from Center of Weir
Go
Created Width of Channel when Half Width of Bottom Portion of the Weir is Given
Go
Created Dynamic Viscosity given Power Requirement for Flocculation
Go
Created Dynamic Viscosity when Mean Velocity Gradient is Given
Go
Created Dynamic Viscosity when Power Requirement for Rapid Mixing Operations is Given
Go
Created Flow Rate of Secondary Effluent when Volume of the Flocculation Basin is Given
Go
Created Hydraulic Retention Time when Volume of Rapid Mix Basin is Given
Go
Created Mean Velocity Gradient given Power Requirement for Flocculation
Go
Created Mean Velocity Gradient when Power Requirement for Rapid Mixing Operations is Given
Go
Created Mean Velocity Gradient when Power Requirement is Given
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 when Mean Velocity Gradient is Given
Go
Created Required Volume of the Flocculation Basin
Go
Created Retention Time when Volume of the Flocculation Basin is Given
Go
Created Time in Minutes Per Day when Volume of the Flocculation Basin is Given
Go
Created Volume of Flocculation Basin given power requirement for flocculation
Go
Created Volume of Mixing Tank when Mean Velocity Gradient is Given
Go
Created Volume of Mixing Tank when Power Requirement for Rapid Mixing Operations is Given
Go
Created Volume of Rapid Mix Basin
Go
Created Wastewater Flow when Volume of Rapid Mix Basin is Given
Go
Verified Allowable Bearing Stress on Projected Area of Fasteners
Go
Verified Column Web Depth Clear of Fillets
Go
Verified Column Yield Stress when Column Web Depth Clear of Fillets is given
Go
Verified Column Yield Stress when Thickness of the Column Flange is given
Go
Verified Computed Force when Column Web Depth Clear of Fillets is given
Go
Verified Computed Force when Thickness of the Column Flange is given
Go
Verified Tensile Strength of the Connected Part when Allowable Bearing Stress is given
Go
Verified Thickness of Column Web given the Column Web Depth Clear of Fillets
Go
Verified Thickness of the Column Flange
Go
7 More Design of Stiffeners Calculators
Go
Created Depth of Drains for Drains upto 15 Cumecs
Go
Created Width of Drain when Depth of Drains for Drains upto 15 Cumecs is Given
Go
Verified Area when Hydraulic Loading is Given
Go
Verified Hydraulic Loading to each Filter
Go
Created Detention Time for a Circular Tank
Go
Created Detention Time for a Rectangular Tank
Go
Created Detention Time when Discharge is Given
Go
Verified Detention Period when Falling Speed of Smaller Particle is Given
Go
Verified Detention Time in Sedimentation Tank
Go
Verified Detention Time when Displacement Efficiency of Sedimentation Tank is Given
Go
Verified Detention Time with respect to Discharge Rate
Go
Created Constant Factor when Population at Last Census is Given
Go
Created Earlier Census Date when Constant Factor is Given
Go
Created Earlier Census Date when Proportionality Factor is Given
Go
Created Last Census Date when Constant Factor is Given
Go
Created Last Census Date when Proportionality Factor is Given
Go
Created Population at Earlier Census
Go
Created Population at Last Census
Go
Created Population at Last Census when Proportionality Factor is Given
Go
Created Proportionality Factor when Population at Last Census is Given
Go
Created Diameter of the Grain for given Friction Factor
Go
Created Diameter of the Grain for known Rugosity Coefficient
Go
Created Diameter of the Grain for known Self Cleaning Invert Slope
Go
Created Diameter of the Grain given Self Cleansing velocity
Go
Created Diameter of Particle Settling Velocity for Inorganic Solids is Given
Go
Created Diameter of Particle when Settling Velocity and Coefficient of Drag is Given
Go
Created Diameter of Particle when Settling Velocity for Modified Hazen's Equation is Given
Go
Created Diameter of Particle when Settling Velocity for Organic Matter is Given
Go
Created Diameter of Particle when Settling Velocity for Turbulent Settling is Given
Go
Created Diameter of Particle when Settling Velocity within Transition Zone is Given
Go
Created Diameter of the Particle when Coefficient of Drag is Given
Go
Created Diameter of the Particle when Reynold Number is Given
Go
Created Diameter of the Particle when Settling Velocity of Spherical Particle is Given
Go
Verified Diameter for Settling Velocity with respect to Kinematic Viscosity
Go
Verified Diameter given Settling Velocity at 10 degree Celsius
Go
Verified Diameter given Settling Velocity in terms of Celsius
Go
Verified Diameter given temperature in terms of Celsius for diameter greater than 0.1mm
Go
Verified Diameter given temperature in terms of Fahrenheit
Go
Verified Diameter in terms of Displacement Velocity by Camp
Go
Verified Diameter of Particle given Settling Velocity with respect to Specific Gravity
Go
Verified Diameter of Particle when Particle Reynold's Number is Given
Go
Verified Diameter of Particle when Settling Velocity is Given
Go
Verified Diameter of Particle when Volume of Particle is Given
Go
Verified Diameter when Settling Velocity in terms of Fahrenheit
Go
Verified Diameter when Settling Velocity with respect to Dynamic Viscosity is Given
Go
Verified Diameter when Specific Gravity of Particle and Viscosity is Given
Go
Created Catchment Area when Peak Rate of Runoff is Given
Go
Created Factors Dependent Constant when Peak Rate of Runoff is Given
Go
Created Peak Rate of Runoff from Dicken's Formula
Go
Created Confined Aquifer Discharge when Aquifer Constant is Given
Go
Created Discharge when Aquifer Constant is Given
Go
Created Discharge when Difference in Drawdowns at Two Wells is Given
Go
Created Discharge of Full Flow when Hydraulic Mean Depth for Partial flow is Given
Go
Created Discharge of Full Flow when Hydraulic Mean Depth Ratio is Given
Go
Created Discharge Ratio when Hydraulic Mean Depth for Full Flow is Given
Go
Created Discharge Ratio when Hydraulic Mean Depth Ratio is Given
Go
Created Self Cleansing Discharge when Hydraulic Mean Depth for Full Flow is Given
Go
Created Self Cleansing Discharge when Hydraulic Mean Depth Ratio is Given
Go
Created Discharge from a Well when Specific Capacity for Clay Soil is Given
Go
Created Discharge from a Well when Specific Capacity for Coarse Sand is Given
Go
Created Discharge from a Well when Specific Capacity for Fine Sand is Given
Go
Created Discharge from a Well when Specific Capacity is Given
Go
Created Discharge from an Open Well when Depression Head is Given
Go
Created Discharge from an Open Well when Mean Velocity of Water Percolating is Given
Go
Created Discharge Coefficient with known discharge
Go
Created Discharge for Rectangular Channel Section using manning's equation
Go
Created Discharge Passing Through the Parshall Flume when Discharge Coefficient is Given
Go
Created Discharge Through the Control Section
Go
Created Discharge when Critical Depth is Given
Go
Created Discharge when Flow Area of Throat is Given
Go
Created Maximum Discharge given Width of Throat
Go
Created Discharge Entering the Basin when Cross-section Area of Tank is Given
Go
Created Discharge Entering the Basin when Flow Velocity is Given
Go
Created Discharge Entering the Basin when Settling Velocity is Given
Go
Created Discharge when Detention Time for a Circular Tank is Given
Go
Created Discharge when Detention Time for a Rectangular Tank is Given
Go
Created Discharge when Height to Length Ratio is Given
Go
Created Discharge when Overflow Rate is Given
Go
Created Discharge when Plan Area is Given
Go
Created Discharge when Plan Area is Given for Particular Sized Particle
Go
Created Discharge when Settling Velocity of Particular Sized Particle is Given
Go
Created Discharge given Difference Between Modified Drawdowns
Go
Created Unconfined Aquifer Discharge when Aquifer Constant is Given
Go
Created Discharge in Well under Constant Depression Head
Go
Created Discharge in Well when Constant Depression Head and Area of Well is Given
Go
Created Discharge when Drawdown is established
Go
Created Discharge when Formation Constant T is Given
Go
Created Discharge when Time at 1st and 2nd Instance is Given
Go
Verified Discharge Rate when Detention Time in Sedimentation Tank is Given
Go
Verified Discharge Rate when Detention Time is Given
Go
Verified Discharge Rate when Height at Outlet Zone with respect to Area of Tank is Given
Go
Verified Discharge Rate when Height at Outlet Zone with respect to Discharge is Given
Go
Verified Discharge Rate when Ratio of Removal with respect to Discharge is Given
Go
Verified Discharge Rate when Vertical Falling Speed in Sedimentation Tank is Given
Go
Verified Discharge Rate when Vertical Falling Speed in Sedimentation Tank with respect to Area is Given
Go
Verified Discharge Rate with respect to Settling Velocity
Go
Verified Displacement Efficiency of Sedimentation Tank
Go
Verified Flow through Period when Displacement Efficiency of Sedimentation Tank is Given
Go
Verified Beta Constant in terms of Displacement Velocity by Camp
Go
Verified Displacement Velocity by Camp
Go
Verified Displacement Velocity for Fine Particles
Go
Verified Displacement Velocity in terms of 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 when Maximum Rate of Effluent Application by BIS is Given
Go
Created Standard Percolation Rate when Maximum Rate of Effluent Application is Given
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 when BOD in Sewage is Given
Go
Verified DO Consumed by Diluted Sample when Dilution Factor is Given
Go
Created Dosing Rate
Go
Created Dosing Rate when Rotational Speed is Given
Go
Verified Drag Coefficient when Frictional Drag is Given
Go
Verified Drag Coefficient when Settling Velocity is Given
Go
Verified Drag Coefficient when Settling Velocity with respect to Specific Gravity is Given
Go
Verified Drag Coefficient with respect to Reynold's Number
Go
Verified General form of Drag Coefficient
Go
Created Angle of Inclination given drag force
Go
Created Bed Slope of the Channel when Drag Force is Given
Go
Created Drag Force Exerted by Flowing Water
Go
Created Drag Force or Intensity of Tractive force
Go
Created Rugosity Coefficient when Drag Force is Given
Go
Created Thickness of Sediment when Drag Force is Given
Go
Created Unit weight of Water when Drag Force is Given
Go
Created Area of Particle when Drag Force Offered by the Fluid is Given
Go
Created Drag Force Offered by the Fluid
Go
Created Velocity of Fall when Drag Force Offered by the Fluid is Given
Go
Verified Drag Force as per Stokes Law
Go
Verified Frictional Drag
Go
Verified Projected Area when Frictional Drag is Given
Go
Verified The Diameter when Drag Force as per Stokes Law is Given
Go
Created Change in Drawdown given Chow's Function
Go
Created Change in Drawdown when Formation Constant T is Given
Go
Created Change in Drawdown when Time at 1st and 2nd Instance is Given
Go
Created Drawdown given Chow's Function
Go
Created Drawdown given Well Function
Go
Created Drawdown at the Well given Radius of Influence
Go
Created Drawdown Value measured at the Well
Go
Created Drawdown at the Well given Coefficient of Transmissibility
Go
Created Drawdown at the Well given Coefficient of Transmissibility with Base 10
Go
Created Drawdown at the Well given Confined Aquifer Discharge
Go
Created Drawdown at the Well given Confined Aquifer Discharge with Base 10
Go
Created Difference in Drawdowns at Two Wells when Aquifer Constant is Given
Go
Created Drawdown in Well 1 when Aquifer Constant and Discharge is Given
Go
Created Drawdown in Well 1 when Aquifer Constant is Given
Go
Created Drawdown in Well 1 when Thickness of Aquifer from Impermeable Layer is Given
Go
Created Drawdown in Well 2 when Aquifer Constant and Discharge is Given
Go
Created Drawdown in Well 2 when Aquifer Constant is Given
Go
Created Drawdown in Well 2 when Thickness of Aquifer from Impermeable Layer is Provided
Go
Created Catchment Area when Peak Rate of Runoff from Dredge Formula is Given
Go
Created Length of the Drain when Peak Rate of Runoff from Dredge Formula is Given
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 Water content
Go
Verified Dry unit weight given Water content at full saturation
Go
Verified Dry unit weight in terms of unit weight of solids
Go
Created Dry Unit Weight of Soil when Saturation is 0 Percent
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Verified Dynamic Viscosity when Pressure Gradient at Cylindrical Element is Given
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3 More Dynamic Viscosity Calculators
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Verified Dynamic Viscosity when Rate of Flow with pressure gradient is Given
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5 More Dynamic Viscosity Calculators
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Verified Dynamic Viscosity for Settling Velocity with respect to Dynamic Viscosity
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Verified Dynamic Viscosity when Drag Force as per Stokes Law is Given
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Verified Dynamic Viscosity when Particle Reynold's Number is Given
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Verified Angle of incidence of waves by Zuider Zee formula
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Verified Coefficient of Permeability Given the Seepage Discharge in an Earth Dam
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Verified Height of Wave Action using Zuider Zee Formula
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Verified Height of wave from trough to crest when Velocity between 1 and 7 feet is Given
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Verified Number of flow channels of net water when Quantity of seepage in length of dam is given
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Verified The Molitor-Stevenson equation for the height of waves for fetch less than 20 miles
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Verified Time Taken when Seepage Discharge in an Earth Dam is Given
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18 More Earth Dam Calculators
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Created Height of Water Above Bottom of Wall when Total Thrust from Water Retained Behind a Wall is Given
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Created Total Thrust from Water Retained by Wall
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Created Unit Weight of Water when Total Thrust from Water Retained Behind a Wall is Given
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Created Compacted Volume of Soil after Excavation of Soil
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Created Load Factor given Original Volume of Soil
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Created Loaded Volume of Soil given Original Volume of Soil
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Created Loaded Volume of Soil given Percent Swell
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Created Original Volume of Soil before Excavation
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Created Original Volume of Soil before Excavation given Percent Swell
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Created Original Volume of Soil given Compacted Volume
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Created Shrinkage Factor using Compacted Volume of Soil
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Created Swell in Soil given Original Volume of Soil
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Created Coefficient of Traction given Usable Pull
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Created Grade resistance factor given grade resistance for motion on slope
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Created Grade Resistance for Motion on Slope
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Created Percent Grade given Grade Resistance for Motion on Slope
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Created Rolling resistance factor given rolling resistance
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Created Rolling Resistance to Motion of Wheeled Vehicles
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Created Rolling Resistance when Rolling Resistance Factor is Two Percent
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Created Tire Penetration Factor given Rolling Resistance
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Created Tire penetration given rolling resistance
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Created Total Road Resistance given Rolling Resistance and Grade Resistance
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Created Usable Pull to Overcome Loss of Power with Altitude
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Created Weight on Drivers given Usable Pull
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Created Weight on Wheels given Rolling Resistance
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Created Weight on Wheels given Total Road Resistance
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Created Weight on Wheels using Grade Resistance for Motion on Slope
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Created Area when Hydraulic Loading Rate per Unit Area is Given
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Created BOD of the Effluent Getting Out of the Filter
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Created BOD of the Influent Entering the Filter
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Created Depth of Filter when BOD of the Influent Entering the Filter is Given
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Created Discharge when Hydraulic Loading Rate per Unit Area is Given
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Created Hydraulic Loading Rate when BOD of the Influent Entering the Filter is Given
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Created Hydraulic Loading Rate when Discharge is Given
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Created Rate Constant given BOD of Influent Entering the Filter
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Created Buoyancy when Effective Weight of the Particle is Given
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Created Effective Weight of the Particle
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Created Effective Weight of the Particle when Buoyancy is Given
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Created Radius of Particle when Effective Weight of the Particle is Given
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Created Total Weight when Effective Weight of the Particle is Given
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Created Unit weight of Particle when Effective Weight of the Particle is Given
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Created Unit Weight of Water when Effective Weight of the Particle is Given
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Created Efficiency of Single Stage High Rate Trickling Filter
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Created Efficiency of Single Stage High Rate Trickling Filter when Unit Organic Loading is Given
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Created Filter Volume when Efficiency of Filter is Given
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Created Filter Volume when Volume of Raw Sewage is Given
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Created Final Efficiency After Two Stage Filtration
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Created Initial Efficiency when Final Efficiency After Two Stage Filtration is Given
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Created Recirculation Factor for the Second Stage Filter
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Created Recirculation Factor when Efficiency of Filter is Given
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Created Recirculation Factor when Recirculation ratio is Given
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Created Recirculation Factor when Unit Organic Loading on Filter is Given
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Created Recirculation Factor when Volume of Raw Sewage is Given
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Created Recirculation Ratio when Volume of Raw Sewage is Given
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Created Total BOD in Effluent for Final Efficiency After Two Stage Filtration
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Created Total Organic Load given Volume of Raw Sewage
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Created Total Organic Load when Efficiency of Filter is Given
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Created Total Organic Loading on Filter when Unit Organic Loading on Filter is Given
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Created Unit Organic Loading on Filter
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Created Unit Organic Loading on Filter when volume of Raw Sewage is Given
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Created Unit Organic Loading using Efficiency of Filter
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Created Volume of Raw Sewage when Recirculation ratio is Given
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Created Volume of Raw Sewage when Unit Organic Loading on Filter is Given
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Created Volume of Recirculated Sewage when Recirculation ratio is Given
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Created Volume of Recirculated Sewage when Unit Organic Loading on Filter is Given
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Created Volume of Second Stage Filter
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Created Effluent BOD when Oxygen Demand and Ultimate BOD Both is Given
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Created Effluent BOD when Oxygen Demand of Biomass is Given
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Created Effluent BOD when Oxygen Required in Aeration Tank is Given
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Created Effluent BOD when Ultimate BOD is Given
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Created Diameter of Circular Section
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Created Width of Egg Shaped Section when Diameter of Circular Section is Given
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Created Angle of Internal Friction when Factor of Safety for Cohesive Soil is Given
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Created Angle of Internal Friction when Shear Strength of Cohesive Soil is Given
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Created Angle of Internal Friction when Stability Number is Given
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Created Factor of Safety for Cohesive Soil
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Created Factor of Safety for Cohesive Soil when Cohesion is Given
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Created Factor of Safety with Respect to Cohesion when Critical Depth is Given
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Created Factor of Safety with Respect to Cohesion when Mobilised Cohesion is Given
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Created Factor of Safety with Respect to Cohesion when Stability Number is Given
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Created Stability Number for Cohesive Soil
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Created Stability Number for Cohesive Soil when Mobilised Cohesion is Given
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Created Stability Number when Angle of Internal Friction is Given
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Created Stability Number when Factor of Safety with Respect to Cohesion is Given
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Created Angle of Internal Friction given the Shear Strength along the Slip Plane
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Created Angle of Internal Friction when Angle of Inclination and Slope angle is Given
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Created Angle of Internal Friction when Angle of Mobilised Friction is Given
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Created Angle of Internal Friction when Effective Normal Stress is Given
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Created Angle of Internal Friction when Shear Strength and Submerged Unit Weight is Given
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Created Angle of Internal Friction when Submerged Unit Weight is Given
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Created Angle of Internal Friction when Weight of Wedge is Given
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Created Factor of Safety when Angle of Inclination and Slope angle is Given
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Created Factor of Safety when Angle of Mobilised Friction is Given
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Created Factor of Safety when Length of Slip Plane is Given
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Created Length of Slip Plane when Cohesive force along the Slip Plane is Given
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Created Length of Slip Plane when Factor of Safety is Given
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Created Length of Slip Plane when Height from Toe of Wedge to Top of Wedge is Given
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Created Length of Slip Plane when Shear Strength along the Slip Plane is Given
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Created Length of Slip Plane when Weight of Wedge of Soil is Given
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Created Unit Weight of Soil given Angle of Inclination and Slope angle
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Created Unit Weight of Soil when Angle of Mobilised Friction is Given
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Created Unit Weight of Soil when Height from Toe of Wedge to Top of Wedge is Given
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Created Unit Weight of Soil when Safe Height from Toe to Top of Wedge is Given
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Created Unit Weight of Soil when Weight of Wedge is Given
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Created Weight of Wedge given Factor of Safety
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Created Weight of Wedge given Shear Strength along the Slip Plane
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Created Weight of Wedge of Soil
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Created Weight of Wedge when Height from Toe of Wedge to Top of Wedge is Given
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Created Weight of Wedge when Shear Stress along the Slip Plane is Given
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Created Endogenous Respiration Rate Constant when Mass of Wasted Activated Sludge is Given
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Created Endogenous Respiration Rate Constant when Maximum Yield Coefficient is Given
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Created Endogenous Respiration Rate Constant when Reciprocal of Sludge Age is Given
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Created Average Daily Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given
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Created Average Daily Flow when Maximum Hourly Flow is Given
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Created Average Daily Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given
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Created Average Daily Flow when Minimum Hourly Flow is Given
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Created Average Daily Sewage Flow when Peak Sewage Flow is Given
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Created Maximum Daily Flow for Areas of Moderate Sizes
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Created Maximum Daily Flow when Maximum Hourly Flow is Given
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Created Maximum Hourly Flow when Average Daily Flow is Given
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Created Maximum Hourly Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given
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Created Minimum Daily Flow for Areas of Moderate Sizes
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Created Minimum Daily Flow when Minimum Hourly Flow is Given
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Created Minimum Hourly Flow when Average Daily Flow is Given
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Created Minimum Hourly Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given
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Created Peak Sewage Flow when Population in Thousands is Given
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Created Population in Thousands when Peak Sewage Flow is Given
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Created Flood Frequency when Recurrence Interval is Given
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Created Flood Index when Flood Discharge is Given
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Created Number of Years After which Such a Flood Recorded for Fuller's Formula
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Created Number of Years After which Such a Flood Recorded when Flood Discharge by Fuller's Formula is Given
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Created Number of Years when Recurrence Interval by California Method is Given
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Created Number of Years when Recurrence Interval by Hazen's Method is Given
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Created Actual Vapour Pressure when Evaporation Loss Per Day is Given
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Created Actual Vapour Pressure when Evaporation Loss Per Month is Given
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Created Atmospheric Pressure when Change in Vapour Pressure is Given
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Created Atmospheric Pressure when Evaporation Loss Per Day is Given
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Created Change in Vapour Pressure given Evaporation Loss Per Day
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Created Change in Vapour Pressure when Evaporation Loss Per Month is Given
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Created Constant Dependent on Depth of Water Bodies when Change in Vapour Pressure is Given
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Created Constant Dependent on Depth of Water Bodies when Evaporation Loss Per Month is Given
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Created Constant Used in Meyer's Formula when Evaporation Loss Per Month is Given
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Created Constant used in Rohwer's Formula given Change in Vapour Pressure
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Created Constant used in Rohwer's Formula given Evaporation Loss Per Day
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Created Evaporation Loss Per Day
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Created Evaporation Loss Per Day given Change in Vapour Pressure
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Created Evaporation Loss Per Month
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Created Evaporation Loss Per Month when Change in Vapour Pressure is Given
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Created Evaporation Loss Per Month when Constant Used in Meyer's Formula is 16
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Created Evaporation Loss Per Month when Deep Water Body is Given
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Created Evaporation Loss Per Month when Shallow Water Body is Given
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Created Maximum Vapour Pressure when Evaporation Loss Per Day is Given
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Created Maximum Vapour Pressure when Evaporation Loss Per Month is Given
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Created Mean Wind Velocity at Ground Level when Evaporation Loss Per Day is Given
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Created Monthly Mean Wind Velocity when Evaporation Loss Per Month is Given
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Created Angle of Inclination given Saturated Unit Weight
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Created Angle of Inclination given Vertical Stress and Saturated Unit Weight
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Created Angle of Inclination when Shear Strength and Submerged Unit Weight is Provided
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Created Angle of Inclination when Submerged Unit Weight is Given
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Created Depth of Prism given Normal Stress and Saturated Unit Weight
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Created Depth of Prism given Upward Force
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Created Depth of Prism given Vertical Stress and Saturated Unit Weight
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Created Depth of Prism when Effective Normal Stress is Given
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Created Depth of Prism when Saturated Unit Weight is Given
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Created Depth of Prism when Shear Stress and Saturated Unit Weight is Given
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Created Depth of Prism when Submerged Unit Weight and Effective Normal Stress is Given
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Created Depth of Prism when Upward Force due to Seepage Water is Given
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Created Saturated Unit Weight given Normal Stress Component
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Created Saturated Unit Weight given Shear Stress Component
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Created Saturated Unit Weight given Vertical Stress on the Prism
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Created Saturated Unit Weight when Effective Normal Stress is Given
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Created Saturated Unit Weight when Factor of Safety is Given
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Created Saturated Unit Weight when Shear Strength is Given
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Created Saturated Unit Weight when Weight of Soil Prism is Given
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Verified Falling Speed of Smaller Particle
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Verified Falling Speed when Height at Outlet Zone with respect to Area of Tank is Given
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Verified Falling Speed when Ratio of Removal with respect to Discharge is Given
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Verified Falling Speed when Ratio of Removal with respect to Settling Velocity is Given
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Verified Falling Speed when Surface Area with respect to Settling Velocity is Given
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Created External Diameter of Pipe when Load Per Unit Length for Flexible Pipes is Given
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Created Fill Coefficient when Load Per Unit Length for Flexible Pipes is Given
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Created Load Per Unit Length for Flexible Pipes
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Created Specific Weight of Fill Material when Load Per Unit Length for Flexible Pipes is Given
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Created Width of Trench when Load Per Unit Length for Flexible Pipes is Given
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Verified Equivalent width of flitched beam
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2 More Flitched Beam Calculators
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Created Flood Coefficient when Flood Discharge is Given
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Created Flood Discharge
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Created Flood Discharge by Dicken's Formula
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Created Flood Discharge by Dicken's Formula for Northern India
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Created Flood Discharge by Dicken's Formula in FPS unit
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Created Flood Discharge by Dicken's Formula in FPS Unit for Northern India
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Created Flood Discharge by Fanning's Formula
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Created Flood Discharge by Fanning's Formula when Average Value of Constant is Given
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Created Flood Discharge by Fuller's Formula
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Created Flood Discharge by Inglis Formula
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Created Flood Discharge by Nawab Jang Bahadur Formula
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Created Flood Discharge for Area within 24 KM from the Coast
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Created Flood Discharge for Area within 24 KM to 161 KM from the Coast
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Created Flood Discharge for Catchment of Former Bombay Presidency
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Created Flood Discharge for Limited Area Near Hills
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Created Flood Discharge for Madras Catchment
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Created Flood Discharge for Madras Catchment in FPS Unit
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Created Flood Discharge by Creager
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Created Flood Discharge in FPS Unit by Fanning's Formula
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Created Flood Discharge in FPS Unit by Fanning's Formula when Average Value of Constant is Given
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Created Flood Discharge in FPS Unit by Fuller's Formula
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Created Flood Discharge in FPS Unit by Inglis Formula
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Created Flood Discharge in FPS Unit by Nawab Jang Bahadur Formula
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Created Flood Discharge in FPS Unit for Area within 24 KM from the Coast
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Created Flood Discharge in FPS Unit for Area within 24 KM to 161 KM from the Coast
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Created Flood Discharge in FPS Unit for Catchment of Former Bombay Presidency
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Created Flood Discharge in FPS Unit for Limited Area Near Hills
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Created Flood Serial Number when Recurrence Interval by California Method is Given
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Created Flood Serial Number when Recurrence Interval by Gumbel's Method is Given
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Created Flood Serial Number when Recurrence Interval by Hazen's Method is Given
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Created Coefficient of Permeability when Discharge is Given
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Created Depth of Water in Gallery when Discharge is Given
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Created Discharge Passing Through the Vertical Section of Infiltration Gallery
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Created Distance between Infiltration Gallery and Source when Discharge is Given
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Created Height of Saturated Zone when Discharge is Given
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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 Flow Over Notches and Weirs Calculators
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Created Flow Velocity when Coefficient of Permeability is Given
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Created Flow Velocity when Rate of Flow is Given
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Created Flow Velocity when Reynold's Number is Unity
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Created Flow Velocity of Water Entering the Tank
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Created Flow Velocity of Water Entering the Tank when Cross-section Area of Tank is Given
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Created Flow Velocity when Length of Tank is Given
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Created Flow Velocity when Length to Depth Ratio is Given
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Created Self Cleansing Velocity when Bed Slope for Partial Flow is Given
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Created Self Cleansing Velocity when Hydraulic Mean Depth for Full Flow is Given
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Created Self Cleansing Velocity when Hydraulic Mean Depth Ratio is Given
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Created Self Cleansing Velocity when Ratio of Bed Slope is Given
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Created Velocity of Full Flow when Hydraulic Mean Depth for Full Flow is Given
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Created Velocity of Full Flow when Hydraulic Mean Depth Ratio is Given
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Created Velocity Ratio when Hydraulic Mean Depth Ratio is Given
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Created Velocity Ratio when Ratio of Bed Slope is Given
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Created Velocity when Running Full when Bed Slope for Partial Flow is Given
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Created Velocity when Running Full when Ratio of Bed Slope is Given
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Created Biological Oxygen Demand influent
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Created BOD Influent when MLSS is Given
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Created BOD Load applied to the Aeration System
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Created BOD Load Applied when MLSS is Given
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Created BOD of the Influent Sewage when BOD Load applied is Given
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Created Daily BOD Load when Food to Microorganism Ratio is Given
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Created Food to Microorganism Ratio
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Created Food to Microorganism Ratio given MLSS
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Created Microbial Mass in the Aeration System
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Created Microbial Mass in the Aeration System when MLSS is Given
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Created Mixed Liquor Suspended Solid
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Created MLSS when BOD Load Applied to the Aeration System is Given
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Created MLSS when Microbial Mass in the Aeration System is Given
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Created Sewage Flow given Food to Microorganism Ratio
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Created Sewage Flow into the Aeration System when BOD Load applied is Given
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Created Sewage Flow when MLSS is Given
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Created Total Microbial Mass when Food to Microorganism Ratio is Given
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Created Volume of Tank given Food to Microorganism Ratio
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Created Volume of Tank when Microbial Mass in the Aeration System is Given
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Created Volume of Tank when MLSS is Given
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Created Constant dependent on Well Function when Formation Constant S is Given
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Created Formation Constant given Drawdown
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Created Formation Constant S
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Created Formation Constant S when Radial Distance is Given
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Created Formation Constant T when Change in Drawdown is Given
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Created Formation Constant T when Formation Constant S is Given
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Created Formation Constant T when Radial Distance is Given
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Created Constant used in FPS Unit for Flood Discharge by Dicken's Formula
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Created Constant used in FPS Unit for Flood Discharge for Madras Catchment
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Created Constant used in FPS Unit when Flood Discharge by Creager's Formula
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Created Constant used in FPS Unit when Flood Discharge by Fanning's Formula is Given
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Created Constant used in FPS Unit when Flood Discharge by Fuller's Formula is Given
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Created Constant used in FPS Unit when Flood Discharge by Nawab Jang Bahadur Formula is Given
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Created Number of Simultaneous Fire Stream
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Created Population by Freeman's Formula given Quantity of Water
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Created Population when Number of Simultaneous Fire Stream is Given
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Created Quantity of Water by Freeman's Formula
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Created Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing
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Created Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing when Shape Factor is Given
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Created Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing
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Created Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing when Shape Factor is Given
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Created Bearing Capacity Factor Dependent on Unit Weight for Rectangular Footing
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Created Bearing Capacity Factor Dependent on Weight for Rectangular Footing when Shape Factor is Given
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Created Cohesion of Soil for Rectangular Footing when Shape Factor is Given
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Created Cohesion of Soil when Ultimate Bearing Capacity for Rectangular Footing is Given
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Created Effective Surcharge for Rectangular Footing
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Created Effective Surcharge for Rectangular Footing when Shape Factor is Given
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Created Length of Rectangular Footing when Ultimate Bearing Capacity is Given
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Created Ultimate Bearing Capacity for Rectangular Footing
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Created Ultimate Bearing Capacity for Rectangular Footing when Shape Factor is Given
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Created Unit Weight of Soil for Rectangular Footing when Shape Factor is Given
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Created Unit Weight of Soil when Ultimate Bearing Capacity for Rectangular Footing is Given
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Created Coefficient of Permeability when Discharge for Fully Penetrating Well is Given
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Created Depth of Water in Well when Discharge for Fully Penetrating Well is Given
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Created Discharge for Fully Penetrating Well
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Created Radius of Influence of unconfined aquifer with known discharge
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Created Radius of Well of unconfined aquifer with known discharge
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Created Thickness of Aquifer when Discharge for Fully Penetrating Well is Given
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Created Bearing Capacity Factor Dependent on Cohesion for General Shear Failure
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Created Bearing Capacity Factor Dependent on Surcharge for General Shear Failure
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Created Bearing Capacity Factor Dependent on Unit Weight for General Shear Failure
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Created Cohesion of Soil when Net Ultimate Bearing Capacity for General Shear Failure is Given
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Created Effective Surcharge when Net Ultimate Bearing Capacity for General Shear Failure is Given
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Created Net Ultimate Bearing Capacity for General Shear Failure
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Created Unit Weight of Soil under Strip Footing for General Shear Failure
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Created Width of Strip Footing when Net Ultimate Bearing Capacity is Given
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Created Average Percentage Increase when Future Population from Geometrical Increase Method is Given
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Created Average Percentage Increase when Future Population of 2 Decades by Geometrical Method is Given
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Created Average Percentage Increase when Future Population of 3 Decades by Geometrical Method is Given
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Created Future Population at the End of 2 Decades in Geometrical Increase Method
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Created Future Population at the End of 3 Decades in Geometrical Increase Method
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Created Future Population at the End of n Decades in Geometrical Increase Method
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Created Number of Decades when Future Population from Geometrical Increase Method is Given
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Created Present Population when Future Population from Geometrical Increase Method is Given
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Created Present Population when Future Population of 2 Decades by Geometrical Increase Method is Given
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Created Present Population when Future Population of 3 Decades by Geometrical Increase Method is Given
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Verified Wetted Area given Hydraulic Depth
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5 More Geometrical Properties of Channel Section Calculators
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Verified Gradient when Height for a Parabolic Shape Camber is Given
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Verified Width of Road when Height for a Parabolic Shape Camber is Given
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Verified Width of Road when Height for a Straight Line Camber is given
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9 More Gradients Calculators
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Verified Eccentricity given Vertical Normal Stress at upstream face
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Verified Vertical Normal Stress at upstream face
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7 More Gravity Dams Calculators
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Created Earth Thrust Horizontal Component given Sum of Righting Moments
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Created Pressure P1 when the Resultant is within the Middle Third and Width of Base is Given
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Created Pressure P2 when the Resultant is within the Middle Third and Width of Base is Given
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4 More Gravity Retaining Wall Calculators
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Created Average Birth Rate Per Year when Natural Increase is Given
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Created Average Death Rate Per Year when Natural Increase is Given
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Created Design Period when Natural Increase is Given
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Created Future Population at the End of n Decades when Migration is Given
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Created Migration when Future Population at the End of n Decades is Given
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Created Natural Increase when Design Period is Provided
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Created Natural Increase when Future Population at the End of n Decades is Given
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Created Present Population when Future Population is Given
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Created Present Population when Natural Increase is Given
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Created Average Flood Discharge when Flood Discharge Having Highest Frequency is Given
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Created Flood Discharge Having Highest Frequency
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Created Flood Discharge Having Highest Frequency when Gumbel's Reduced Variate is Given
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Created Flood Discharge when Gumbel's Reduced Variate is Given
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Created Gumbel's Constant when Gumbel's Reduced Variate is Given
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Created Gumbel's Constant when Standard Deviation is Given
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Created Gumbel's Correction when Recurrence Interval by Gumbel's Method is Given
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Created Gumbel's Reduced Variate
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Created Number of Years when Recurrence Interval by Gumbel's Method is Given
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Created Probability of Occurrence when Recurrence Interval is Given
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Created Recurrence Interval by Gumbel's Method
Go
Created Recurrence Interval when Probability is Given
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Created Standard Deviation when Flood Discharge Having Highest Frequency is Given
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Created Standard Deviation when Gumbel's Constant is Given
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Verified Dynamic Viscosity given Head Loss over the Length of Pipe with Discharge
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Verified Dynamic Viscosity when Head Loss over the Length of Pipe is established
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Verified Head Loss over the Length of Pipe
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Verified Head Loss over the Length of Pipe given discharge
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Verified Length of Pipe when Head Loss over the Length of Pipe is established
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Verified Specific Weight of Liquid given Head Loss over the Length of Pipe
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15 More Hagen–Poiseuille Equation Calculators
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Created Coefficient Dependent on Pipe when Head Loss is established
Go
Created Coefficient Dependent on Pipe when Radius of Pipe is Given
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Created Coefficient of Roughness of Pipe when Diameter of Pipe is established
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Created Coefficient of Roughness of Pipe when Mean Velocity of Flow is Given
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Created Diameter of Pipe when Head Loss by Hazen Williams Formula is established
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Created Diameter of Pipe when Hydraulic Gradient is established
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Created Head Loss by Hazen Williams Formula
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Created Head Loss by Hazen Williams Formula when Radius of Pipe is Given
Go
Created Hydraulic Gradient when Diameter of Pipe is established
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Created Hydraulic Gradient when Mean Velocity of Flow is Given
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Created Hydraulic Radius when Mean Velocity of Flow is Given
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Created Length of Pipe by Hazen Williams Formula when Radius of Pipe is Given
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Created Length of Pipe when Head Loss by Hazen Williams Formula is established
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Created Mean Velocity of Flow in Pipe by Hazen Williams Formula
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Created Mean Velocity of Flow in Pipe when Diameter of Pipe is established
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Created Radius of Pipe by Hazen Williams Formula when Length of Pipe is Given
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Created Velocity of Flow by Hazen Williams Formula when Radius of Pipe is Given
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Created Velocity of Flow when Head Loss by Hazen Williams Formula is established
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Verified Height at Outlet Zone when Falling Speed of Smaller Particle is Given
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Verified Height at Outlet Zone when Ratio of Removal with respect to Tank Height is Given
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Verified Height at Outlet Zone with respect to Area of Tank
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Verified Height at Outlet Zone with respect to Discharge
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Verified Height at Outlet Zone with respect to Settling Velocity
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Verified Height of Settling Zone when Cross-section Area of Sedimentation Tank is Given
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Verified Height of Settling Zone when Detention Time is Given
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Verified Height of Settling Zone when Height at Outlet Zone with respect to Area of Tank is Given
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Verified Height of Settling Zone when Height at Outlet Zone with respect to Discharge is Given
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Verified Height of Settling Zone when Height at Outlet Zone with respect to Settling Velocity is Given
Go
Verified Height of Settling Zone when Length of Sedimentation Tank with respect to Surface Area is Given
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Verified Height of Settling Zone when Length of Tank with respect to Darcy Weishbach Factor is Given
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Verified Height of Settling Zone when Length of Tank with respect to Height for Practical Purpose is Given
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Verified Height of Settling Zone when Ratio of Removal with respect to Tank Height is Given
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Verified Equilibrium Super-elevation on Road
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20 More Horizontal Curves Calculators
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Verified Distance from Centroid given Horizontal Shear Flow
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4 More Horizontal Shear Flow Calculators
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Created Hydraulic gradient when Flow Velocity is Given
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Created Hydraulic gradient when Rate of Flow is Given
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Created Flowrate Applied to Filter Without Recirculation when Hydraulic Loading is Given
Go
Created Hydraulic Loading of the Filter
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Created Influent Wastewater Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given
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Created Recycle Flow Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given
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Created Total Applied Hydraulic Loading Rate
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Created Hydraulic Mean Depth of the Channel when Drag Force is Given
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Created Hydraulic Mean Depth when Self Cleaning Invert Slope is Given
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Created Hydraulic Mean Depth when Self Cleansing velocity is Given
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Created Hydraulic Mean Depth for Full Flow when Bed Slope for Partial Flow is Given
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Created Hydraulic Mean Depth for Full Flow when Only Velocity Ratio is Given
Go
Created Hydraulic Mean Depth for Full Flow when Self Cleansing Velocity is Given
Go
Created Hydraulic Mean Depth for Full Flow when Velocity of Full Flow is Given
Go
Created Hydraulic Mean Depth for Full Flow when Velocity Ratio is Given
Go
Created Hydraulic Mean Depth for Partial Flow when Bed Slope for Partial Flow is Given
Go
Created Hydraulic Mean Depth for Partial Flow when Only Velocity Ratio is Given
Go
Created Hydraulic Mean Depth for Partial Flow when Self Cleansing Velocity is Given
Go
Created Hydraulic Mean Depth for Partial Flow when Velocity of Full Flow is Given
Go
Created Hydraulic Mean Depth for Partial Flow when Velocity Ratio is Given
Go
Created Hydraulic Mean Depth Ratio when Discharge Ratio is Given
Go
Created Hydraulic Mean Depth Ratio when Self Cleansing Discharge is Given
Go
Created Hydraulic Mean Depth Ratio when Velocity Ratio is Given
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Verified Efficiency of turbine and generator given Power obtained from water flow in horsepower
Go
Verified Power obtained from water flow in Kilowatt
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Verified The potential energy of a volume of water in hydroelectric power generation
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17 More Hydroelectric Power Generation Calculators
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Created Catchment Area in sq km when Number of Days After the Peak is Given
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Created Catchment Area in sq miles when Number of Days After the Peak is Given
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Created Catchment Area when Direct Runoff depth is Given
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Created Direct Runoff depth when Sum of Ordinates is Given
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Created Number of Days After the Peak when Area in sq km is Given
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Created Number of Days After the Peak when Area in sq miles is Given
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Created Sum of Ordinates of Direct Runoff when Direct Runoff depth is Given
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Created Time Interval Between Successive Ordinates when Direct Runoff depth is Given
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I-Beam (4)
Verified Breadth of Web given the Longitudinal Shear Stress in Web for I beam
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Verified Longitudinal Shear Stress in Web for I beam
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Verified Moment of Inertia for known Longitudinal Shear Stress at the lower edge in Flange of I beam
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Verified Transverse Shear for known Longitudinal Shear Stress in Flange for I beam
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8 More I-Beam Calculators
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Verified Impelling Force
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Verified Volume of Particle when Impelling Force is Given
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Created Average Increase Per Decade when Future Population from Incremental Increase Method is Given
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Created Average Increase Per Decade when Future Population of 2 Decades by Incremental Method is Given
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Created Average Increase Per Decade when Future Population of 3 Decades by Incremental Method is Given
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Created Average Incremental Increase when Future Population from Incremental Increase Method is Given
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Created Average Incremental Increase when Future Population of 2 Decades by Incremental Method is Given
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Created Average Incremental Increase when Future Population of 3 Decades by Incremental Method is Given
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Created Future Population at the End of 2 Decades in Incremental Increase Method
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Created Future Population at the End of 3 Decades in Incremental Increase Method
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Created Future Population at the End of n Decades in Incremental Increase Method
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Created Present Population when Future Population from Incremental Increase Method is Given
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Created Present Population when Future Population of 2 Decades by Incremental Increase Method is Given
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Created Present Population when Future Population of 3 Decades by Incremental Increase Method is Given
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Created Dry Unit Weight of Soil given Relative Density
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Verified Maximum porosity when relative density in terms of porosity is given
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Created Maximum Unit Weight of Soil given Relative Density
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Created Maximum Void Ratio of Soil given Relative Density
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Verified Minimum porosity when relative density in terms of porosity is given
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Created Minimum Unit Weight of Soil given Relative Density
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Created Minimum Void Ratio of Soil given Relative Density
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Created Natural Void Ratio of Soil given Relative Density
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Verified Porosity when relative density in terms of porosity is given
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Verified Relative density in terms of porosity
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Created Relative Density of Cohesionless Soil given Unit Weight of Soil
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Created Relative Density of Cohesionless Soil given Void Ratio
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Created Effluent BOD when Mass of Wasted Activated Sludge is Given
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Created Effluent BOD when Specific Substrate Utilisation Rate Per Day is Given
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Created Influent BOD when Mass of Wasted Activated Sludge is Given
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Created Influent BOD when Specific Substrate Utilisation Rate Per Day is Given
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Created Influent BOD when Oxygen Demand and Ultimate BOD Both is Given
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Created Influent BOD when Oxygen Demand of Biomass is Given
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Created Influent BOD when Oxygen Required in Aeration Tank is Given
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Created Influent BOD when Ultimate BOD is Given
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Verified Influent Substrate Concentration for Organic Loading using Hydraulic Retention Time
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Verified Influent Substrate Concentration given Organic Loading
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3 More Influent Substrate Concentration Calculators
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Created Catchment Area when Peak Rate of Runoff from Inglis Formula is Given
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Created Peak Rate of Runoff from Inglis Formula
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Created Peak Rate of Runoff from Inglis Formula Approximate
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Created Constant Factor for Inter Censal Period
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Created Earlier Census Date for Inter Censal Period
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Created Mid Year Census Date for Inter Censal Period
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Created Population at Earlier Census for Inter Censal Period
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Created Population at Mid Year
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Created Earlier Census Date for Geometric Increase Method
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Created Mid Year Census Date for Geometric Increase Method
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Created Population at Earlier Census for Geometric Increase Method
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Created Population at Mid Year for Geometric Increase Method
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Created Proportionality Factor for Geometric Increase Method
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Created Aquifer Thickness when Interference Among Three Well is Present
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Created Aquifer Thickness when Interference Among Well is Present
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Created Coefficient of Permeability when Interference Among Three Well is Present
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Created Coefficient of Permeability when Interference Among Well is Present
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Created Depth of Water in Well when Interference Among Three Well is Present
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Created Depth of Water in Well when Interference Among Well is Present
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Created Discharge through Each Well when Interference Among Three Well is Present
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Created Discharge through Each Well when Interference Among Well is Present
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Created Distance Between Well when Interference Among Three Well is Present
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Created Distance Between Well when Interference Among Well is Present
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Created Radius of Influence when Interference Among Three Well is Present
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Created Radius of Influence when Interference Among Well is Present
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Created Radius of Well when Interference Among Three Well is Present
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Created Radius of Well when Interference Among Well is Present
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Created Thickness of Aquifer from Impermeable Layer when Interference Among Three Well is Present
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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
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Created Normal Force on Given Plane in Cohesionless Soil
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Created Shearing Force on Plane when Sliding on Plane is Impending
Go
Created Head of water using Hoop Tension in Pipe Shell
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Created Head of water using Water Pressure
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Created Hoop Tension in Pipe Shell
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Created Hoop Tension in Pipe Shell using head of the liquid
Go
Created Radius of Pipe using hoop stress and head of the liquid
Go
Created Radius of Pipe when Hoop Tension in Pipe Shell is Given
Go
Created Thickness of Pipe using hoop stress and head of the liquid
Go
Created Thickness of Pipe when Hoop Tension in Pipe Shell is Given
Go
Created Unit Weight of Water when Hoop Tension in Pipe Shell is Given
Go
Created Unit Weight of Water when Water Pressure is Given
Go
Created Water Pressure when Hoop Tension in Pipe Shell is Given
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Created Water Pressure when Unit Weight of Water is Given
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Created Rainfall in cm by Khosla's Formula
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Created Rainfall in Inches by Khosla's Formula
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Created Run-off in cm by Khosla's Formula
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Created Run-off in Inches by Khosla's Formula
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Created Dynamic Viscosity when Kinematic Viscosity of Water is Given
Go
Created Kinematic Viscosity of Water when Dynamic Viscosity is Given
Go
Created Kinematic Viscosity of Water when Reynold Number is Given
Go
Created Kinematic Viscosity of Water when Settling Velocity of Spherical Particle is Given
Go
Created Kinematic Viscosity when Settling Velocity within Transition Zone is Given
Go
Verified Kinematic Viscosity given Settling Velocity and Specific Gravity of Particle
Go
Verified Kinematic Viscosity given Settling Velocity with respect to Kinematic Viscosity
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Created Population by Kuichling's Formula given Quantity of Water
Go
Created Quantity of Water by Kuichling's Formula
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Created Chezy's Constant by Kutter's Formula
Go
Created Hydraulic Mean Depth when Chezy's Constant by Kutter's Formula is Given
Go
Created Catchment Factor when Run-off in cm by Lacey's Formula is Given
Go
Created Catchment Factor when Run-off in Inches by Lacey's Formula is Given
Go
Created Monsoon Duration Factor when Run-off in cm by Lacey's Formula is Given
Go
Created Monsoon Duration Factor when Run-off in Inches by Lacey's Formula is Given
Go
Created Run-off in cm by Lacey's Formula
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Created Runoff in cm by Lacey's Formula when Catchment Factor is Given
Go
Created Run-off in Inches by Lacey's Formula
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Created Runoff in Inches by Lacey's Formula when Class A catchment is Given
Go
Verified Dynamic Viscosity of fluid when Terminal Fall Velocity is Given
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Verified Specific Weight of Fluid when Terminal Fall Velocity is Given
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23 More Laminar Flow Around A Sphere–Stokes’ Law Calculators
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Verified Flow Velocity when No Pressure Gradient is Given
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Verified Horizontal Distance when Flow Velocity with No Pressure Gradient is Given
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Verified Pressure Gradient when Flow Velocity is Given
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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 when Pressure Head Drop is Given
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Verified Distance Between Plates when Shear Stress Distribution Profile is Given
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Verified Length of Pipe when Pressure Head Drop is Given
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Verified Maximum Velocity when Mean Velocity of Flow is Given
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Verified Pressure Difference
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17 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators
Go
Created Angle of Internal Friction of Soil given Coefficient of Active Pressure
Go
Created Angle of Internal Friction of Soil when Coefficient of Passive Pressure is Given
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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 when Total Thrust from the Soil for Level Surface is Given
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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 when Thrust of the Soil that are Completely Restrained is Given
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Created Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given
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Created Total Height of Wall given Total Thrust from Soil that are Free to move
Go
Created Total Height of Wall when Total Thrust from the Soil for Level Surface Behind the Wall is Given
Go
Created Total Height of Wall when Total Thrust from the Soil that are Completely Restrained is Given
Go
Created Total Thrust from Soil that are Completely Restrained
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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
Go
Created Total Thrust from the Soil that are Completely Restrained and Surface is Level
Go
Created Unit Weight of Soil given Total Thrust from Soil that are Free to move
Go
Created Unit Weight of Soil when Thrust of Soil that are Completely Restrained and Surface is Level is Given
Go
Created Unit Weight of Soil when Total Thrust from the Soil for Level Surface Behind the Wall is Given
Go
Created Unit Weight of Soil when Total Thrust from the Soil that are Completely Restrained is Given
Go
Created Coefficient of Passive Pressure when Thrust of Soil are Free to Move only a Small Amount is Given
Go
Created Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given
Go
Created Cohesion of soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given
Go
Created Height of Wall when Total Thrust of the Soil that are Free to Move only a Small Amount is Given
Go
Created Total Thrust from Soil that are Free to Move only Small Amount
Go
Created Total Thrust from Soil that are Free to Move to Considerable Amount
Go
Created Total Thrust from Soil with Small Angles of Internal Friction
Go
Created Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given
Go
Created Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given
Go
Created Unit Weight of the Soil when Total Thrust from the Soil that are Free to Move is Given
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Verified Bending Stress of Leaf Spring
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Verified Length when Bending Stress of Leaf Spring is Given
Go
Verified Length when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Verified Number of Plates when Bending Stress of Leaf Spring is Given
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Verified Width when Proof Load on Leaf Spring is Given
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17 More Leaf Spring Calculators
Go
Verified Length of Sedimentation Tank with respect to Darcy Weishbach Friction Factor
Go
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 when Detention Time is Given
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Verified Length of Settling Zone when Height at Outlet Zone with respect to Discharge is Given
Go
Verified Length of Settling Zone when Surface Area of Sedimentation Tank is Given
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Verified Length of Settling Zone when Vertical Falling Speed in Sedimentation Tank is Given
Go
Created Length of Tank when Detention Time is Given
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Created Length of Tank when Flow Velocity is Given
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Created Length of Tank when Overflow Rate is Given
Go
Created Length of Tank when Settling Velocity is Given
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Created Length of Tank when Settling Velocity of Particular Sized Particle is Given
Go
Verified Sound Level in Bels
Go
Verified Sound Level in Decibels
Go
Verified Sound Pressure when Sound Level in Bels is Given
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Verified Sound Pressure when Sound Level in Decibels is Given
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Verified Standard Sound Pressure when Sound Level in Bels is Given
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Verified Standard Sound Pressure when Sound Level in Decibels is Given
Go
Created Activity Index of Soil
Go
Created Liquid Limit of Soil given Plasticity Index
Go
Created Liquidity Index of Soil
Go
Created Moisture Content of Soil given Liquidity Index
Go
Created Percent of Soil Finer than Clay Size given Activity Index
Go
Created Plastic Limit of Soil given Liquidity Index
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Created Plastic Limit of Soil given Plasticity Index
Go
Created Plastic Limit of Soil given Shrinkage Index
Go
Created Plasticity Index of Soil
Go
Created Plasticity Index of Soil given Activity Index
Go
Created Plasticity Index of Soil given Liquidity Index
Go
Created Shrinkage Index of Soil
Go
Created Shrinkage Limit of Soil given Shrinkage Index
Go
Verified Area of Flange for Braced Non-Compact Section for LFD
Go
Verified Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given
Go
Verified Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given
Go
Verified Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Verified Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Verified Smaller Moment of unbraced length for Compact Section for LFD given Maximum Unbraced Length
Go
Verified Ultimate Moment of unbraced length for Compact Section when Maximum Unbraced Length is Given
Go
Verified Width of Projection of Flange for Braced Non-Compact Section when Maximum Bending Moment is Given
Go
Verified Width of Projection of Flange for Compact Section for LFD when Minimum Flange Thickness is Given
Go
13 More Load Factor Design for Bridge Beams Calculators
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Created Bearing Capacity Factor Dependent on Cohesion for the Case of Local Shear Failure
Go
Created Bearing Capacity Factor Dependent on Surcharge for the Case of Local Shear Failure
Go
Created Bearing Capacity Factor Dependent on Unit Weight for the Case of Local Shear Failure
Go
Created Cohesion of Soil when Net Ultimate Bearing Capacity for Local Shear Failure is Given
Go
Created Effective Surcharge when Net Ultimate Bearing Capacity for Local Shear Failure is Given
Go
Created Net Ultimate Bearing Capacity for Local Shear Failure
Go
Created Unit Weight of Soil Under Strip Footing for the Case of Local Shear Failure
Go
Created Width of Footing when Net Ultimate Bearing Capacity for Local Shear Failure is Given
Go
Verified Depth when Average Longitudinal Shear Stress for Rectangular Section is Given
Go
7 More Longitudinal Shear Stress for Rectangular Section Calculators
Go
Verified Radius when Average Longitudinal Shear Stress for Solid Circular Section is Given
Go
5 More Longitudinal Shear Stress for Solid Circular Section Calculators
Go
Created Bed Slope of the Sewer when Flow Velocity by Manning's Formula is Given
Go
Created Flow Velocity by Manning's Formula
Go
Created Hydraulic Mean Depth when Flow Velocity by Manning's Formula is Given
Go
Created Rugosity Coefficient when Flow Velocity by Manning's Formula is Given
Go
Created Diameter of Pipe when Head loss by Manning Formula is established
Go
Created Diameter of Pipe when Velocity of Flow in Pipe by Manning Formula is established
Go
Created Head loss by Manning Formula
Go
Created Head loss by Manning Formula when Radius of Pipe is Given
Go
Created Hydraulic Gradient by Manning Formula when Diameter is Given
Go
Created Hydraulic Gradient when Velocity of Flow in Pipe by Manning Formula is Given
Go
Created Length of Pipe by Manning Formula when Radius of Pipe is Given
Go
Created Length of Pipe when Head loss by Manning Formula is established
Go
Created Manning's Coefficient by Manning Formula when Radius of Pipe is Given
Go
Created Manning's Coefficient when Diameter of Pipe is established
Go
Created Manning's Coefficient when Head loss by Manning Formula is established
Go
Created Manning's Coefficient when Velocity of Flow is Given
Go
Created Radius of Pipe when Head loss by Manning Formula is Given
Go
Created Radius of Pipe when Velocity of Flow in Pipe by Manning Formula is Given
Go
Created Velocity of Flow in Pipe by Manning Formula
Go
Created Velocity of Flow in Pipe by Manning Formula when Diameter is established
Go
Created Velocity of Flow in Pipe by Manning Formula when Radius of Pipe is Given
Go
Created Velocity of Flow in Pipe when Head loss by Manning Formula is established
Go
Created Mass of Solids in the Reactor
Go
Created Mass of Solids Leaving the System Per Day
Go
Created Mass of Solids Removed with the Wasted Sludge Per Day
Go
Created Mass of Suspended Solids in the System
Go
Created Mass of the Solids Removed with the Effluent Per Day
Go
Verified Shear stress at neutral axis in a triangular section
Go
Verified Transverse shear of a triangular section when maximum shear stress is provided
Go
6 More Maximum Stress of a Triangular Section Calculators
Go
Created Maximum Yield Coefficient
Go
Created Maximum Yield Coefficient when Mass of Wasted Activated Sludge is Given
Go
Created Maximum Yield Coefficient when Reciprocal of Sludge Age is Given
Go
Created Maximum Yield Coefficient when Sludge Age is Given
Go
Created Microbial Mass Synthesis when Maximum Yield Coefficient is Given
Go
Created Actual Tension given Tension Correction to Measured Length
Go
Created Correction to be Subtracted from Slope Distance
Go
Created Correction to be Subtracted from Slope Distance given difference in Elevation
Go
Created Measured Length for Tension Correction to Measured Length
Go
Created Measured Length given Temperature Correction
Go
Created Measured Length when Correction to be Subtracted from Slope Distance is Given
Go
Created Tape Cross-Sectional Area for Tension Correction to Measured Length
Go
Created Tape Elasticity Modulus given Tension Correction to Measured Length
Go
Created Tape Standardized Tension given Tension Correction to Measured Length
Go
Created Temperature Correction to Measured Length
Go
Created Tension Correction to Measured Length
Go
4 More Measurement of Distance with Tapes Calculators
Go
Created Constant used in Metric Unit when Flood Discharge by Dicken's Formula is Given
Go
Created Constant used in Metric Unit when Flood Discharge by Fanning's Formula is Given
Go
Created Constant used in Metric Unit when Flood Discharge by Fuller's Formula is Given
Go
Created Constant used in Metric Unit when Flood Discharge by Nawab Jang Bahadur Formula is Given
Go
Created Constant used in Metric Unit when Flood Discharge for Madras Catchment is Given
Go
Created Angle of Internal Friction given the Bearing Capacity Factors
Go
Created Bearing Capacity Factor Dependent on Surcharge when Angle of Internal Friction is Given
Go
Created Bearing Capacity Factor Dependent on Surcharge when Unit Weight Bearing Capacity Factor is Given
Go
Created Bearing Capacity Factor Dependent on Unit Weight Given the Angle of Internal Friction
Go
Created Length of Footing when Angle of Shearing Resistance by Meyerhof's Analysis is Given
Go
Created Plane Strain Angle of Shearing Resistance by Meyerhof's Analysis
Go
Created Triaxial Angle of Shearing Resistance by Meyerhof's Analysis
Go
Created Width of Footing when Angle of Shearing Resistance by Meyerhof's Analysis is Given
Go
Created Cohesion of Soil when Normal Stress 1 during Shear Failure is Given
Go
Created Depth of Footing given Normal Stress 1
Go
Created Depth of Footing when Angle of Inclination from Horizontal is Given
Go
Created Depth of Footing when Angle of Shearing Resistance is Given
Go
Created Depth of Footing when Effective Angle of Shearing Resistance is Given
Go
Created Depth of Footing when Normal Stress 3 is Given
Go
Created Intensity of Loading when Minimum Depth of Foundation is Given
Go
Created Major Stress during Shear Failure by Rankine Analysis
Go
Created Minimum Depth of Foundation when Intensity of Loading is Given
Go
Created Normal Stress 1 during Shear Failure For Cohesionless Soil
Go
Created Normal Stress 1 when Unit Weight of Soil is Given
Go
Created Normal Stress 3 during Shear Failure by Rankine Analysis
Go
Created Normal Stress 3 when Unit Weight of Soil is Given
Go
Created Ultimate Bearing Capacity provided the Angle of Inclination from Horizontal
Go
Created Ultimate Bearing Capacity when Angle of Shearing Resistance is Given
Go
Created Unit Weight of Soil given the Angle of Inclination from Horizontal
Go
Created Unit Weight of Soil when Angle of Shearing Resistance is Given
Go
Created Unit Weight of Soil when Intensity of Loading is Given
Go
Created Unit Weight of Soil when Normal Stress 1 is Given
Go
Created Unit Weight of Soil when Normal Stress 3 is Given
Go
Created Chezy's Constant when Friction Factor is Given
Go
Created Chezy's Constant when Self Cleansing Velocity is Given
Go
Created Cross sectional Area of Flow when Hydraulic Mean Radius of Channel is Given
Go
Created Dimension Less Constant when Friction Factor is Given
Go
Created Dimension Less Constant when Rugosity Coefficient is Given
Go
Created Dimension Less Constant when Self Cleansing velocity is Given
Go
Created Friction Factor when Self Cleansing velocity is Given
Go
Created Rugosity Coefficient when Self Cleansing velocity is Given
Go
Created Unit weight of Water when Hydraulic Mean Depth is Given
Go
Created MLSS in the Returned or Wasted Sludge when Sludge Recirculation Flow is Given
Go
Created MLSS in the Returned or Wasted Sludge when Sludge Recirculation Ratio is Given
Go
Created MLSS in the Returned or Wasted Sludge when Sludge Volume Index is Given
Go
Created MLSS when Sludge Recirculation Rate is Given
Go
Created MLSS when Sludge Recirculation Ratio is Provided
Go
Created MLSS when Sludge Volume Index and Recirculation Ratio is Given
Go
Created MLSS when SVI and Sewage Discharge is Given
Go
MLSS (6)
Created Mixed Liquor Suspended Solids when Sludge Age is Given
Go
Created MLSS when Concentration of Solids is Provided
Go
Created MLSS when Mass of Solids in the Reactor is Given
Go
Created MLSS when Mass of Wasted Activated Sludge is Given
Go
Created MLSS when Sludge Age is Given
Go
Created MLSS when Specific Substrate Utilisation Rate Per Day is Given
Go
Created MLSS Returned when Oxygen Demand and Ultimate BOD Both is Given
Go
Created MLSS Returned when Oxygen Demand of Biomass is Given
Go
Created MLSS Returned when Oxygen Required in Aeration Tank is Given
Go
Created MLSS Returned when Ultimate BOD is Given
Go
Created Difference Between Modified Drawdowns given Aquifer Constant
Go
Created Modified Drawdown in Well 1
Go
Created Modified Drawdown in Well 1 when Aquifer Constant is Given
Go
Created Modified Drawdown in Well 2
Go
Created Modified Drawdown in Well 2 when Aquifer Constant is Given
Go
Created Diameter of Particle when Maximum Critical Scour Velocity is Given