Calculators Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri
https://www.linkedin.com/in/suraj-kumar-517448171
1275
Formulas Created
269
Formulas Verified
114
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 1275 and verified 269 calculators across 114 different categories till date.
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 Extreme Fiber Bending
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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 Bearing Area Factor
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Created Bearing Length when Bearing Area Factor is Given
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Created Ultimate Bearing Capacity of Soil Under a Long Footing at the Surface of a Soil
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Verified Steel Yield Strength for milled surface when allowable Bearing Stress for d > 635 mm is Given
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5 More Bearing on Milled Surfaces Calculators
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Verified Live Load Moment when Stress in Steel for Unshored Members is Given
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8 More Bending Stresses 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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10 More Buoyancy Force and Center of Buoyancy Calculators
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Verified Relative cost when Yield stress is given
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Verified Relative Weight for Designing Fabricated Plate Girders
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Verified Relative Weight when Yield stresses given
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Verified yield Stress Fy1 when Relative Cost is given
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Verified yield Stress Fy1 when Relative Weight for Designing Fabricated Plate Girders is given
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Verified yield Stress Fy1 when Relative Weight is given
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Verified Yield Stress Fy2 when Relative Cost is given
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Verified Yield Stress Fy2 when Relative Weight for Designing Fabricated Plate Girders is given
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Verified Yield Stress Fy2 when Relative Weight is given
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15 More Choosing the Most Economic Structural Steel Calculators
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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 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 when Compaction Production by Compaction Equipment is Given
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Created Number of Passes when Compaction Production by Compaction Equipment is Given
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Created Ratio of Pay to Loose when Compaction Production by Compaction Equipment is Given
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Created Speed of Roller when Compaction Production by Compaction Equipment is Given
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Created Thickness of lift when Compaction Production by Compaction Equipment is Given
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Created Width of Roller when Compaction Production by Compaction Equipment is Given
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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 Catchment Factor when Run-off in cm by Lacey's Formula is Given
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Created Catchment Factor when Run-off in Inches by Lacey's Formula is Given
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Created Duration of Rainfall when W-Index is Given
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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 Monsoon Duration Factor when Run-off in cm by Lacey's Formula is Given
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Created Monsoon Duration Factor when Run-off in Inches by Lacey's Formula is Given
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Created Precipitation when W-Index is Given
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Created Rainfall for Catchment in East U.S.A
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Created Rainfall for Catchment in Germany
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Created Rainfall for Catchment in the British Isles
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Created Rainfall in cm by Khosla's Formula
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Created Rainfall in cm for Ghat Area
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Created Rainfall in Inches by Khosla's Formula
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Created Rainfall in Inches for Ghat Area
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Created Rainfall Intensity when Runoff Coefficient is Given
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Created Rainfall when Run-off 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 for Catchment in East U.S.A
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Created Run-off for Catchment in Germany
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Created Run-off for Catchment in the British Isles
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Created Run-off in cm by Khosla's Formula
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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
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Created Run-off in cm for Ghat Area
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Created Run-off in cm for Non Ghat Area
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Created Run-off in Inches by Khosla's Formula
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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
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Created Run-off in Inches for Ghat Area
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Created Run-off in Inches for Non Ghat Area
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Created Run-off when Run-off Coefficient is Given
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Created Runoff when W-Index is Given
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Created W-Index when Duration of Rainfall is Given
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Created W-Index when Runoff Coefficient is Given
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Verified Area of Channel Section when Conveyance of Section through Manning's Formula is Given
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Verified Chezy Constant when Discharge is Given
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Verified Discharge through channel
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Verified Hydraulic Radius of Channel Section when Conveyance of Section through Manning's Formula is Given
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15 More Computation of Uniform Flow Calculators
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Created Earth Thrust Horizontal Component when Sum of Righting Moments is Given
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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 Concrete Gravity Retaining Walls 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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30 More Darcy – Weisbach Equation Calculators
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Created Cracking Moment for Reinforced Concrete Beams
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Created Distance From the Centroidal Axis when Cracking Moment is Given
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Created Modulus of Rupture of Concrete
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Created Moment of Inertia of Gross Concrete Section when Cracking Moment is Given
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Created Average Daily Consumption of Chlorine
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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
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Created Capacity of the Chlorinator at Peak Flow
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Created Dosage Used when Average Daily Consumption of Chlorine is Given
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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
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Created Number of Coliform Organisms at Any Particular Time
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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 Given
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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
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Created Assumed Solid Loading Rate of Circular Settling Tanks
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Created Average Daily Load when Peak Discharge in Circular Settling Tanks is Given
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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
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Created Maximum Solids Entering the Clarifier
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Created Maximum Solids when Solid Loading Rate is Given
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Created Mixed Liquor Suspended Solids in Aeration Tank when Maximum Solids is Given
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Created Peak Discharge in Circular Settling Tanks
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Created Peak Discharge when Maximum Solids Entering the Clarifier is Given
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Created Peak Discharge when Surface Area of Circular Settling Tank is Given
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Created Peaking Factor when Peak Discharge in Circular Settling Tanks is Given
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Created Return Activated Sludge Flow Rate
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Created Return Activated Sludge Flow Rate when Maximum Solids Entering the Clarifier is Given
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Created Solids Processed when Actual Solid Loading Rate is Given
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Created Surface Area of Circular Settling Tank
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Created Surface Area when Solid Loading Rate is Given
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Created Total Settling Tank Surface Area when Actual Solid Loading Rate is Given
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Verified Average daily influent flow rate when organic loading is given
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Verified Hydraulic retention time when organic loading is given
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Verified Influent substrate concentration when organic loading is given
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Verified Influent substrate concentration when organic loading using hydraulic retention time is given
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Verified Organic loading
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Verified Organic Loading Using Hydraulic Retention Time
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Verified Volume of the reactor when organic loading is given
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56 More Design of a complete mix activated sludge reactor Calculators
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Created Area of Filter when Hydraulic Loading is Given
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Created Area of Filter when Organic Loading is Given
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Created Area of Filter when Volumetric Flowrate Applied Per Unit of Filter Area is Given
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Created Area of Trickling Filter when Volumetric Flowrate is Given
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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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Created Depth of Actual Filter when Treatability Constant is Given
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Created Depth of Filter when Treatability Constant is Given
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Created Depth of Reference Filter when Treatability Constant is Given
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Created Dosing Rate
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Created Dosing Rate when Rotational Speed is Given
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Created Empirical Constant when Treatability Constant is Given
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Created Filter Length when Organic Loading is Given
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Created Flowrate Applied to Filter Without Recirculation
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Created Flowrate Applied to Filter Without Recirculation when Hydraulic Loading is Given
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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 Number of Arms in Rotary Distributor Assembly when Rotational Speed is Given
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Created Organic Loading to the Trickling Filter
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Created Recycle Flow Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given
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Created Rotational Speed of Distribution
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Created Temperature Activity Coefficient when Treatability Constant is Given
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Created Total Applied Hydraulic Loading Rate
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Created Total Applied Hydraulic Loading Rate when Rotational Speed is Given
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Created Treatability Constant Adjusted for Wastewater Temperature and Filter Depth
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Created Treatability Constant at 20°C and 20 ft Filter Depth
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Created Treatability Constant at 30°C and 20 ft Filter Depth
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Created Treatability Constant at 30°C and 20 ft Filter Depth when Empirical Constant is Given
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Created Treatability Constant at 30°C and 25 ft Filter Depth
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Created Volumetric Flow Rate when Area of Trickling Filter is Given
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Created Volumetric Flowrate Applied Per Unit of Filter Area
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Created Volumetric Flowrate Applied Per Unit of Filter Area when Discharge and Area is Given
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Created Wastewater Temperature when Treatability Constant is Given
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Created Bowl Radius when Centrifugal Acceleration Force is Given
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Created Cake Density when Volume of Wet Cake is Given
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Created Centrifugal Acceleration Force in Centrifuge
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Created Dewatered Sludge or Cake Discharge Rate
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Created Digested Sludge when Sludge Feed Rate for Dewatering Facility is Given
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Created Dry Cake Rate when Wet Cake Discharge Rate is Given
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Created Dry Sludge Feed when Polymer Feed Rate of Dry Polymer is Given
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Created Operation Time when Sludge Feed Rate for Dewatering Facility is Given
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Created Percent Cake Solids when Percent Solids Recovery is Given
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Created Percent Cake Solids when Wet Cake Discharge Rate is Given
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Created Percent Centrate Solids when Percent Solids Recovery is Given
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Created Percent Feed Solids when Percent Solids Recovery is Given
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Created Percent Polymer Concentration when Polymer Feed Rate as Volumetric Flow Rate is Given
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Created Percent Reduction in Sludge Volume
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Created Percent Solids Recovery to Determine Solids Capture
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Created Percent Solids when Weight Flow Rate of Sludge Feed is Given
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Created Polymer Dosage when Polymer Feed Rate of Dry Polymer
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Created Polymer Feed Rate as Mass Flow Rate when Polymer Feed Rate as Volumetric Flow Rate is Given
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Created Polymer Feed Rate as Volumetric Flow Rate
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Created Polymer Feed Rate of Dry Polymer
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Created Rotational Speed of Centrifuge when Centrifugal Acceleration Force is Given
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Created Sludge Feed Rate for Dewatering Facility
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Created Sludge Feed Rate when Dewatered Sludge Discharge Rate is Given
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Created Sludge Volume In when Percent Reduction in Sludge Volume is Given
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Created Sludge Volume Out when Percent Reduction in Sludge Volume is Given
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Created Solids Recovery when Dewatered Sludge Discharge Rate is Given
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Created Specific Gravity of Sludge when Weight Flow Rate is Given
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Created Specific Gravity of the Polymer when Polymer Feed Rate as Volumetric Flow Rate is Given
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Created Volume Flow Rate of Sludge Feed when Weight Flow Rate is Given
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Created Volume of Wet Cake
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Created Weight Flow Rate of Sludge Feed
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Created Wet Cake Discharge Rate
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Created Wet Cake Rate when Volume of Wet Cake is Given
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Created Air supply required in Grit Chamber
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Created Assumed Grit Quantity when Volume of Aerated Grit Chamber is Given
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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
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Created Depth when Length of Grit Chamber is Given
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Created Detention Time when Volume of Each Grit Chamber is Given
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Created Length of Grit Chamber
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Created Peak Flow Rate when Volume of Each Grit Chamber is Given
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Created Selected Width-Ratio when Width of Grit Chamber is Given
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Created Volume Flow Rate Handled when Volume of Aerated Grit Chamber is Given
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Created Volume of Aerated Grit Chamber
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Created Volume of Each Grit Chamber
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Created volume when Length of Grit Chamber is Given
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Created Width of Grit Chamber
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Created Width when Length of Grit Chamber is Given
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Created Density of air when Volume of Air Required is Given
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Created Density of Water when Volume of Digested Sludge is Given
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Created Digester Total Suspended Solids when Volume of Aerobic Digester is Given
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Created Influent Average Flow Rate when Volume of Aerobic Digester is Given
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Created Influent Suspended Solids when Volume of Aerobic Digester is Given
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Created Initial Weight of Oxygen when Weight of Oxygen Required is Given
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Created Percent Solids when Volume of Digested Sludge is Given
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Created Reaction Rate Constant when Volume of Aerobic Digester is Given
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Created Solids Retention Time when Volume of Aerobic Digester is Given
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Created Specific Gravity of Digested Sludge when Volume of Digested Sludge is Given
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Created Volatile Fraction of Digester Suspended Solids when Volume of Aerobic Digester is Given
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Created Volume of Aerobic Digester
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Created Volume of Air Required at Standard Conditions
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Created Volume of Digested Sludge
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Created VSS as Mass Flow Rate when Weight of Oxygen Required is Given
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Created Weight of Oxygen Required to Destroy the VSS
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Created Weight of Oxygen Required when Volume of Air Required is Given
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Created Weight of Sludge when Volume of Digested Sludge is Given
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Created Weight of VSS when Weight of Oxygen Required is Given
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Created BOD In when Percent Stabilization is Given
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Created BOD In when Quantity of Volatile Solids is Given
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Created BOD In when Volume of Methane Gas Produced is Given
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Created BOD Out when Percent Stabilization is Given
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Created BOD Out when Quantity of Volatile Solids is Given
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Created BOD Out when Volume of Methane Gas Produced is Given
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Created BOD Per Day when Volumetric Loading in an Anaerobic Digester is Given
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Created Endogenous Coefficient when Quantity of Volatile Solids is Given
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Created Hydraulic Retention Time when Volume Required for an Anaerobic Digester is Given
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Created Influent Sludge Flow Rate when Volume Required for an Anaerobic Digester is Given
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Created Mean Cell Residence Time when Quantity of Volatile Solids is Given
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Created Percent Stabilization
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Created Quantity of Volatile Solids Produced Each Day
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Created Volatile Solids Produced when Percent Stabilization is Given
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Created Volatile Solids Produced when Volume of Methane Gas Produced is Given
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Created Volume of Methane Gas Produced at Standard Conditions
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Created Volume Required for an Anaerobic Digester
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Created Volumetric Flow Rate when Volumetric Loading in an Anaerobic Digester is Given
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Created Volumetric Loading in an Anaerobic Digester
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Created Yield Coefficient when Quantity of Volatile Solids is Given
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Created Depth of Tank when Volume of Conical Humus Tank is Given
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Created Depth of the Tank when Top Area is Given
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Created Diameter of Tank when Volume of Conical Humus Tank is Given
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Created Top Area of Tank when Volume of Conical Humus Tank is Given
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Created Volume of Conical Humus Tank
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Created Volume of Conical Humus Tank when Top Area is Given
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Created Cross-section Area of Tank when Flow Velocity 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 Detention Time for a Circular Tank
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Created Detention Time for a Rectangular Tank
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Created Detention Time when Discharge is Given
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Created Discharge Entering the Basin when Cross-section Area of Tank is Given
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Created Discharge Entering the Basin when Flow Velocity is Given
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Created Discharge Entering the Basin when Settling Velocity is Given
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Created Discharge when Detention Time for a Circular Tank is Given
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Created Discharge when Detention Time for a Rectangular Tank is Given
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Created Discharge when Height to Length Ratio is Given
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Created Discharge when Overflow Rate is Given
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Created Discharge when Plan Area is Given
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Created Discharge when Plan Area is Given for Particular Sized Particle
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Created Discharge when Settling Velocity of Particular Sized Particle is Given
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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 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 Height to Length Ratio when Settling Velocity is Given
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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
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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
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Created Length to Depth Ratio when Settling Velocity is Given
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Created Overflow Rate when Discharge is Given
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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 Rate of Flow when Detention Time is Given
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Created Settling Velocity of Particular Sized Particle
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Created Settling Velocity of Particular Sized Particle when Plan Area is Given
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Created Settling Velocity when Discharge is Given
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Created Settling Velocity when Height to Length Ratio is Given
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Created Settling Velocity when Length of Tank is Given
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Created Settling Velocity when Length to Depth Ratio is Given
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Created Settling Velocity when Plan Area is Given
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Created Volume of Tank when Detention Time is Given
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Created Width of Tank when Detention Time is Given
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Created Width of Tank when Settling Velocity of Particular Sized Particle is Given
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Created Width of the Tank when Flow Velocity is Given
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Created Width of the Tank when Height to Length Ratio is Given
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Created Width of the Tank when Overflow Rate is Given
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Created Width of the Tank when Settling Velocity is Given
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Created Dynamic Viscosity when Mean Velocity Gradient is Given
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Created Dynamic Viscosity when Power Requirement for Flocculation is Given
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Created Dynamic Viscosity when Power Requirement for Rapid Mixing Operations is Given
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Created Flow Rate of Secondary Effluent when Volume of the Flocculation Basin is Given
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Created Hydraulic Retention Time when Volume of Rapid Mix Basin is Given
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Created Mean Velocity Gradient when Power Requirement for Flocculation is Given
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Created Mean Velocity Gradient when Power Requirement for Rapid Mixing Operations is Given
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Created Mean Velocity Gradient when Power Requirement is Given
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Created Power Requirement for Flocculation in Direct Filtration Process
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Created Power Requirement for Rapid Mixing Operations in Wastewater Treatment
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Created Power Requirement when Mean Velocity Gradient is Given
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Created Required Volume of the Flocculation Basin
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Created Retention Time when Volume of the Flocculation Basin is Given
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Created Time in Minutes Per Day when Volume of the Flocculation Basin is Given
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Created Volume of Flocculation Basin when Power Requirement for Flocculation is Given
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Created Volume of Mixing Tank when Mean Velocity Gradient is Given
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Created Volume of Mixing Tank when Power Requirement for Rapid Mixing Operations is Given
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Created Volume of Rapid Mix Basin
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Created Wastewater Flow when Volume of Rapid Mix Basin is Given
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Verified Column Web Depth Clear of Fillets
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Verified Column Yield Stress when Column Web Depth Clear of Fillets is given
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Verified Column Yield Stress when Thickness of the Column Flange is given
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Verified Computed Force when Column Web Depth Clear of Fillets is given
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Verified Computed Force when Thickness of the Column Flange is given
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Verified Thickness of Column Web when Column Web Depth Clear of Fillets is given
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Verified Thickness of the Column Flange
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9 More Design of Stiffeners Under Loads Calculators
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Created Depth of Drains for Drains upto 15 Cumecs
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Created Width of Drain when Depth of Drains for Drains upto 15 Cumecs is Given
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Verified Area when hydraulic loading is given
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Verified Hydraulic loading to each filter
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Verified Recirculation ratio when hydraulic loading is given
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Verified Wastewater flow when hydraulic loading is given
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25 More Design of trickling filter using NRC equations Calculators
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Created Constant Factor for Inter Censal Period
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Created Constant Factor for Post Censal Period
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Created Constant Factor when Population at Last Census is Given
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Created Earlier Census Date for Geometric Increase Method
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Created Earlier Census Date for Inter Censal Period
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Created Earlier Census Date when Constant Factor is Given
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Created Earlier Census Date when Proportionality Factor is Given
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Created Last Census Date for Geometric Increase Method Post Censal
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Created Last Census Date for Post Censal Period
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Created Last Census Date when Constant Factor is Given
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Created Last Census Date when Proportionality Factor is Given
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Created Mid Year Census Date for Geometric Increase Method
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Created Mid Year Census Date for Geometric Increase Method Post Censal
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Created Mid Year Census Date for Inter Censal Period
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Created Mid Year Census Date for Post Censal Period
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Created Population at Earlier Census
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Created Population at Earlier Census for Geometric Increase Method
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Created Population at Earlier Census for Inter Censal Period
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Created Population at Earlier Census when Proportionality Factor is Given
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Created Population at Last Census
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Created Population at Last Census for Geometric Increase Method Post Censal
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Created Population at Last Census for Post Censal Period
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Created Population at Last Census when Proportionality Factor is Given
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Created Population at Mid Year
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Created Population at Mid Year for Geometric Increase Method
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Created Population at Mid Year for Geometric Increase Method Post Censal
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Created Population at Mid Year for Post Censal Period
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Created Proportionality Factor for Geometric Increase Method
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Created Proportionality Factor for Geometric Increase Method Post Censal
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Created Proportionality Factor when Population at Last Census is Given
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Created Maximum Rate of Effluent Application of Leaching Surface
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Created Maximum Rate of Effluent Application of Leaching Surface by BIS
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Created Standard Percolation Rate when Maximum Rate of Effluent Application by BIS is Given
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Created Standard Percolation Rate when Maximum Rate of Effluent Application is Given
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Verified Depth of flow at inlet when runoff quantity with full gutter flow is given
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Verified Inlet capacity for flow depth up to 4.8in
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Verified Length of opening when runoff quantity with full gutter flow is given
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8 More Disposing of storm water Calculators
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Verified Actual DO
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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 critical oxygen deficit is given
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Verified Critical time in terms of self purification factor
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Verified Critical time when critical oxygen deficit is given
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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 Deoxygenation coefficient when self purification constant is given
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Verified Deoxygenation constant in terms of self purification constant when critical oxygen deficit is given
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Verified Deoxygenation constant when critical time in terms of self purification factor is given
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Verified Deoxygenation constant when log value of critical oxygen deficit is given
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Verified DO deficit using Streeter-Phelps equation
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Verified Initial DO deficit when DO deficit using Streeter-Phelps equation is given
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Verified Initial oxygen deficit in first stage equation
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Verified Log value of critical oxygen deficit
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Verified Mixing concentration
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Verified Oxygen deficit
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Verified Oxygen deficit when critical time in terms of self purification factor is given
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Verified Oxygen equivalent in first stage equation
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Verified Oxygen equivalent in terms of self purification constant when critical oxygen deficit is given
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Verified Oxygen equivalent when critical oxygen deficit is given
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Verified Oxygen equivalent when critical time in terms of self purification factor is given
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Verified Oxygen equivalent when DO deficit using Streeter-Phelps equation is given
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Verified Oxygen equivalent when log value of critical oxygen deficit is given
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Verified Reoxygenation coefficient
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Verified Reoxygenation coefficient at 20°C when reoxygenation coefficient at T°C is given
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Verified Reoxygenation coefficient at T°C
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Verified Reoxygenation coefficient when critical oxygen deficit is given
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Verified Reoxygenation coefficient when self purification constant is given
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Verified River stream concentration
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Verified River stream flow rate
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Verified Saturation DO
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Verified self purification constant
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Verified Self purification constant when critical oxygen deficit is given
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Verified Self purification constant when log value of critical oxygen deficit is given
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Verified Sewage concentration
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Verified Sewage flow rate
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Verified Stream depth when reoxygenation coefficient is given
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Verified Stream velocity when reoxygenation coefficient is given
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Verified Temperature when reoxygenation coefficient at T°C is given
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Created Compacted volume of Soil After Excavation of Soil
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Created Load Factor when Original Volume of Soil is Given
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Created Loaded Volume of Soil when Original Volume of Soil is Given
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Created Loaded Volume of Soil when Percent Swell is Given
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Created Original Volume of Soil Before Excavation
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Created Original Volume of Soil Before Excavation when Percent Swell is Given
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Created Original Volume of Soil when Compacted Volume of Soil is Given
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Created Shrinkage Factor when Compacted Volume of Soil is Given
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Created Swell in Soil when Original Volume of Soil is Given
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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 when BOD of the Influent Entering the Filter is Given
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Created Area of Cross-section when Central Angle is Given
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Created Area of Cross-section when Discharge is Given
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Created Area of Cross-section when Proportionate Area is Given
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Created Area of Cross-section while Running Full when Proportionate 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 Central Angle when Proportionate Perimeter is Given
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Created Central Angle when Wetted Perimeter is Given
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Created Depth of Partial Flow when Proportionate Depth is Given
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Created Diameter of pipe when Area of Cross-section is Given
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Created Diameter of the pipe when Hydraulic Mean Depth is Given
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Created Diameter of the pipe when Proportionate Depth is Given
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Created Diameter of the pipe when Wetted Perimeter is Given
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Created Discharge when Pipe is Running Full
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Created Discharge when Pipe is Running Full when Proportionate Discharge is Given
Go
Created Discharge when Pipe Running Partially Full
Go
Created Discharge when Pipe Running Partially Full when Proportionate Discharge is Given
Go
Created Hydraulic Mean Depth when Central Angle is Given
Go
Created Hydraulic Mean Depth while Running Full when Only Proportionate Velocity is Given
Go
Created Hydraulic Mean Depth while Running Full when Proportionate Hydraulic Mean Depth is Given
Go
Created Hydraulic Mean Depth while Running Full when Proportionate Velocity is Given
Go
Created Hydraulic Mean Depth while Running Partially Full when Only Proportionate Velocity is Given
Go
Created Hydraulic Mean Depth while Running Partially Full when Proportionate Hydraulic Mean Depth is Given
Go
Created Hydraulic Mean Depth while Running Partially Full when Proportionate Velocity is Given
Go
Created Proportionate Area when Area of Cross-section is Given
Go
Created Proportionate Area when Central Angle is Given
Go
Created Proportionate Depth when Central Angle is Given
Go
Created Proportionate Depth when Diameter of the pipe is Given
Go
Created Proportionate Discharge when Area of Cross-section is Given
Go
Created Proportionate Discharge when Central Angle is Given
Go
Created Proportionate Discharge when Discharge when Pipe is Running Full is Given
Go
Created Proportionate Hydraulic Mean Depth when Central Angle is Given
Go
Created Proportionate Hydraulic Mean Depth when Hydraulic Mean Depth while Running Partially Full is Given
Go
Created Proportionate Perimeter when Central Angle is Given
Go
Created Proportionate Perimeter when Wetted Perimeter is Given
Go
Created Proportionate Velocity when Central Angle is Given
Go
Created Proportionate Velocity when Roughness Coefficient does not Vary with Depth
Go
Created Proportionate Velocity when Roughness Coefficient is Given
Go
Created Proportionate Velocity when Velocity while Running Partially Full is Given
Go
Created Roughness Coefficient while Running Full when Proportionate Velocity is Given
Go
Created Roughness Coefficient while Running Partially Full when Proportionate Velocity is Given
Go
Created Velocity while Running Full when Discharge is Given
Go
Created Velocity while Running Full when Proportionate Discharge is Given
Go
Created Velocity while Running Full when Proportionate Velocity is Given
Go
Created Velocity while Running Partially Full when Discharge is Given
Go
Created Velocity while Running Partially Full when Proportionate Discharge is Given
Go
Created Velocity while Running Partially Full when Proportionate Velocity is Given
Go
Created Wetted Perimeter when Central Angle is Given
Go
Created Wetted Perimeter when Proportionate Perimeter is Given
Go
Created Wetted Perimeter while Running Full when Proportionate Perimeter is Given
Go
Created Efficiency of Single Stage High Rate Trickling Filter
Go
Created Efficiency of Single Stage High Rate Trickling Filter when Unit Organic Loading is Given
Go
Created Filter Volume when Efficiency of Filter is Given
Go
Created Filter Volume when Unit Organic Loading on Filter is Given
Go
Created Filter Volume when Volume of Raw Sewage is Given
Go
Created Final Efficiency After Two Stage Filtration
Go
Created Initial Efficiency when Final Efficiency After Two Stage Filtration is Given
Go
Created Recirculation Factor for the Second Stage Filter
Go
Created Recirculation Factor when Efficiency of Filter is Given
Go
Created Recirculation Factor when Recirculation ratio is Given
Go
Created Recirculation Factor when Unit Organic Loading on Filter is Given
Go
Created Recirculation Factor when Volume of Raw Sewage is Given
Go
Created Recirculation Ratio when Volume of Raw Sewage is Given
Go
Created Total BOD in Effluent when Final Efficiency After Two Stage Filtration is Given
Go
Created Total Organic Load when Efficiency of Filter is Given
Go
Created Total Organic Load when Volume of Raw Sewage is Given
Go
Created Total Organic Loading on Filter when Unit Organic Loading on Filter is Given
Go
Created Unit Organic Loading on Filter
Go
Created Unit Organic Loading on Filter when volume of Raw Sewage is Given
Go
Created Unit Organic Loading when Efficiency of Filter is Given
Go
Created Volume of Raw Sewage when Recirculation ratio is Given
Go
Created Volume of Raw Sewage when Unit Organic Loading on Filter is Given
Go
Created Volume of Recirculated Sewage when Recirculation ratio is Given
Go
Created Volume of Recirculated Sewage when Unit Organic Loading on Filter is Given
Go
Created Volume of Second Stage Filter
Go
Created Diameter of Circular Section
Go
Created Width of Egg Shaped Section when Diameter of Circular Section is Given
Go
Created Average Daily Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given
Go
Created Average Daily Flow when Maximum Hourly Flow is Given
Go
Created Average Daily Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given
Go
Created Average Daily Flow when Minimum Hourly Flow is Given
Go
Created Average Daily Sewage Flow when Peak Sewage Flow is Given
Go
Created Maximum Daily Flow for Areas of Moderate Sizes
Go
Created Maximum Daily Flow when Maximum Hourly Flow is Given
Go
Created Maximum Hourly Flow when Average Daily Flow is Given
Go
Created Maximum Hourly Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given
Go
Created Minimum Daily Flow for Areas of Moderate Sizes
Go
Created Minimum Daily Flow when Minimum Hourly Flow is Given
Go
Created Minimum Hourly Flow when Average Daily Flow is Given
Go
Created Minimum Hourly Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given
Go
Created Peak Sewage Flow when Population in Thousands is Given
Go
Created Population in Thousands when Peak Sewage Flow is Given
Go
Created Catchment Area when Peak Rate of Runoff from Dredge Formula is Given
Go
Created Catchment Area when Peak Rate of Runoff from Inglis Formula is Given
Go
Created Catchment Area when Peak Rate of Runoff from Ryve's Formula is Given
Go
Created Catchment Area when Peak Rate of Runoff is Given
Go
Created Catchment Area when Peak Rate of Runoff is Given
Go
Created Channel Flow Time Or Gutter Flow Time
Go
Created Channel Flow Time when Total Time of Concentration is Given
Go
Created Coefficient of Runoff when Peak Rate of Runoff is Given
Go
Created Critical Rainfall Intensity when Peak Rate of Runoff is Given
Go
Created Drainage Area when Peak Rate of Runoff is Given
Go
Created Factors Dependent Constant when Peak Rate of Runoff from Ryve's Formula is Given
Go
Created Factors Dependent Constant when Peak Rate of Runoff is Given
Go
Created Inlet Time Or Time of Equilibrium
Go
Created Inlet Time when Total Time of Concentration is Given
Go
Created Intensity of Rain for Intensity Duration Curve
Go
Created Intensity of Rain when Time Varying Between 20 to 100 Minutes
Go
Created Intensity of Rain when Time Varying Between 5 to 20 Minutes
Go
Created Length of Overland Flow when Inlet Time is Given
Go
Created Length of the Drain when Channel Flow Time is Given
Go
Created Length of the Drain when Peak Rate of Runoff from Dredge Formula is Given
Go
Created Maximum Rainfall Intensity when Peak Rate of Runoff is Given
Go
Created Peak Rate of Runoff from Burkli-Ziegler Formula
Go
Created Peak Rate of Runoff from Dicken's Formula
Go
Created Peak Rate of Runoff from Dredge Formula
Go
Created Peak Rate of Runoff from Inglis Formula
Go
Created Peak Rate of Runoff from Inglis Formula Approximate
Go
Created Peak Rate of Runoff from Nawab Jung Bahadur Formula
Go
Created Peak Rate of Runoff from Ryve's Formula
Go
Created Peak Rate of Runoff in Rational Formula
Go
Created Rainfall Intensity for Localities where Rainfall is Frequent
Go
Created Rainfall Intensity for Rain having Frequency of 1 Years
Go
Created Rainfall Intensity for Rain having Frequency of 10 Years
Go
Created Rainfall Intensity for Storms having Frequency of 10 Years
Go
Created Rainfall Intensity for Storms having Frequency of 15 Years
Go
Created Runoff Coefficient when Peak Rate of Runoff is Given
Go
Created Slope of Ground Surface when Peak Rate of Runoff is Given
Go
Created Time in Minutes when Intensity of Rain is Given
Go
Created Time Varying Between 20 to 100 Minutes when Intensity of Rain is Given
Go
Created Time when Intensity of Rain is Given
Go
Created Time when Rainfall Intensity for Localities where Rainfall is Frequent is Given
Go
Created Time when Rainfall Intensity for Rain having Frequency of 1 Years is Given
Go
Created Time when Rainfall Intensity for Rain having Frequency of 10 Years is Given
Go
Created Time when Rainfall Intensity for Storms having Frequency of 10 Years is Given
Go
Created Time when Rainfall Intensity for Storms having Frequency of 15 Years is Given
Go
Created Total Fall of Level from Critical Point to Mouth of Drain when Inlet Time is Given
Go
Created Total Time of Concentration
Go
Created Velocity in the Drain when Channel Flow Time is Given
Go
Created Area of Basin when Flood Discharge by Dicken's Formula in F.P.S Unit is Given
Go
Created Area of Basin when Flood Discharge by Dicken's Formula is Given
Go
Created Catchment Area when Flood Discharge is Given
Go
Created Constant used in F.P.S Unit when Flood Discharge by Dicken's Formula is Given
Go
Created Constant used in Metric Unit when Flood Discharge by Dicken's Formula is Given
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Created Flood Coefficient when Flood Discharge is Given
Go
Created Flood Discharge
Go
Created Flood Discharge by Dicken's Formula
Go
Created Flood Discharge by Dicken's Formula in F.P.S Unit
Go
Created Flood Index when Flood Discharge is Given
Go
Created Actual Vapour Pressure when Evaporation Loss Per Day is Given
Go
Created Actual Vapour Pressure when Evaporation Loss Per Month is Given
Go
Created Atmospheric Pressure when Change in Vapour Pressure is Given
Go
Created Atmospheric Pressure when Evaporation Loss Per Day is Given
Go
Created Change in Vapour Pressure when Evaporation Loss Per Day is Given
Go
Created Change in Vapour Pressure when Evaporation Loss Per Month is Given
Go
Created Constant Dependent on Depth of Water Bodies when Change in Vapour Pressure is Given
Go
Created Constant Dependent on Depth of Water Bodies when Evaporation Loss Per Month is Given
Go
Created Constant Used in Meyer's Formula when Evaporation Loss Per Month is Given
Go
Created Constant used in Rohwer's Formula when Change in Vapour Pressure is Given
Go
Created Constant used in Rohwer's Formula when Evaporation Loss Per Day is Given
Go
Created Evaporation Loss Per Day
Go
Created Evaporation Loss Per Day when Change in Vapour Pressure is Given
Go
Created Evaporation Loss Per Month
Go
Created Evaporation Loss Per Month when Change in Vapour Pressure is Given
Go
Created Evaporation Loss Per Month when Constant Used in Meyer's Formula is 16
Go
Created Evaporation Loss Per Month when Deep Water Body is Given
Go
Created Evaporation Loss Per Month when Shallow Water Body is Given
Go
Created Maximum Vapour Pressure when Evaporation Loss Per Day is Given
Go
Created Maximum Vapour Pressure when Evaporation Loss Per Month is Given
Go
Created Mean Wind Velocity at Ground Level when Evaporation Loss Per Day is Given
Go
Created Monthly Mean Wind Velocity when Evaporation Loss Per Month is Given
Go
Verified Allowable Bearing Stress on Projected Area of Fasteners
Go
Verified Tensile Strength of the Connected Part when Allowable Bearing Stress is given
Go
Created Duration of Fire when Quantity of Water is Given
Go
Created Number of Simultaneous Fire Stream
Go
Created Period of Occurence of Fire when Quantity of Water is Given
Go
Created Population when Number of Simultaneous Fire Stream is Given
Go
Created Population when Quantity of Water by Buston's Formula is Given
Go
Created Population when Quantity of Water by Freeman's Formula is Given
Go
Created Population when Quantity of Water by Government of India Manual
Go
Created Population when Quantity of Water by Kuichling's Formula is Given
Go
Created Quantity of Water by Buston's Formula
Go
Created Quantity of Water by Freeman's Formula
Go
Created Quantity of Water by Kuichling's Formula
Go
Created Quantity of Water by National Board of Fire Underwriters
Go
Created Quantity of Water when Duration of Fire is Given
Go
Created BOD Influent when F/M Ratio is Given
Go
Created BOD Influent when MLSS is Given
Go
Created BOD Load applied to the Aeration System
Go
Created BOD Load Applied when MLSS is Given
Go
Created BOD of the Influent Sewage when BOD Load applied is Given
Go
Created Daily BOD Load when Food to Microorganism Ratio is Given
Go
Created F/M Ratio when MLSS is Given
Go
Created Food to Microorganism Ratio
Go
Created Microbial Mass in the Aeration System
Go
Created Microbial Mass in the Aeration System when MLSS is Given
Go
Created MLSS when BOD Load Applied to the Aeration System is Given
Go
Created MLSS when F/M Ratio is Given
Go
Created MLSS when Microbial Mass in the Aeration System is Given
Go
Created Sewage Flow into the Aeration System when BOD Load applied is Given
Go
Created Sewage Flow when F/M Ratio is Given
Go
Created Sewage Flow when MLSS is Given
Go
Created Total Microbial Mass when Food to Microorganism Ratio is Given
Go
Created Volume of Tank when F/M Ratio is Given
Go
Created Volume of Tank when Microbial Mass in the Aeration System is Given
Go
Created Volume of Tank when MLSS is Given
Go
Created Coefficient of Traction when Usable Pull is Given
Go
Created Grade Resistance Factor when Grade Resistance for Motion on a Slope is Given
Go
Created Grade Resistance for Motion on a Slope
Go
Created Percent Grade when Grade Resistance for Motion on a Slope is Given
Go
Created Rolling Resistance Factor when Rolling Resistance is Given
Go
Created Rolling Resistance to the Motion of Wheeled Vehicles
Go
Created Rolling Resistance when Rolling Resistance Factor is Two Percent
Go
Created Tire Penetration Factor when Rolling Resistance is Given
Go
Created Tire Penetration when Rolling Resistance is Given
Go
Created Total Road Resistance when Rolling Resistance and Grade Resistance is Given
Go
Created Usable Pull to Overcome Loss of Power with Altitude
Go
Created Weight on Drivers when Usable Pull is Given
Go
Created Weight on Wheels when Grade Resistance for Motion on a Slope is Given
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Created Weight on Wheels when Rolling Resistance is Given
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Created Weight on Wheels when Total Road Resistance is Given
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Verified Wetted Area when Hydraulic Depth is Given
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5 More Geometrical Properties of Channel Section Calculators
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Created Acceleration Due to Gravity when Critical Depth in the Control Section is Given
Go
Created Acceleration Due to Gravity when Critical Energy is Given
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Created Acceleration Due to Gravity when Depth of Section is Given
Go
Created Acceleration Due to Gravity when Head Loss is Given
Go
Created Acceleration Due to Gravity when Maximum Critical Scour Velocity is Given
Go
Created Acceleration Due to Gravity when Minimum Critical Scour Velocity is Given
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Created Area of Parabolic Channel when Width of Parabolic Channel is Given
Go
Created Coefficient of Discharge when Distance in X Direction from Center of Weir is Given
Go
Created Constant of Integration when Discharge is Given
Go
Created Constant when Discharge for Rectangular Channel Section is given
Go
Created Critical Depth at Different Discharges
Go
Created Critical Depth in the Control Section
Go
Created Critical Depth when Depth of Parabolic Channel is Given
Go
Created Critical Depth when Discharge Through the Control Section is Given
Go
Created Critical Depth when Maximum Discharge is Given
Go
Created Critical Depth when Total Critical Energy is Given
Go
Created Critical Depth when Total Energy at Critical Point is Given
Go
Created Critical Energy when Acceleration Due to Gravity is Given
Go
Created Critical Velocity when Acceleration Due to Gravity is Given
Go
Created Critical Velocity when Critical Depth in the Control Section is Given
Go
Created Critical Velocity when Depth of Section is Given
Go
Created Critical Velocity when Discharge is Given
Go
Created Critical Velocity when Discharge Through the Control Section is Given
Go
Created Critical Velocity when Head Loss is Given
Go
Created Critical Velocity when Maximum Discharge is Given
Go
Created Critical Velocity when Total Critical Energy is Given
Go
Created Critical velocity when Total Energy at Critical Point is Given
Go
Created Depth of Flow in Upstream Leg of Flume at One Third Point when Discharge is Given
Go
Created Depth of Parabolic Channel when Critical Depth is Given
Go
Created Depth of Parabolic Channel when Width of Parabolic Channel is Given
Go
Created Depth of Parshall Flume when Discharge Coefficient is 1.5
Go
Created Depth of Parshall Flume when Discharge is Given
Go
Created Depth of Parshall Flume when Width is Given
Go
Created Depth when Critical Velocity is Given
Go
Created Depth when Discharge for Rectangular Channel Section is given
Go
Created Diameter of Particle when Maximum Critical Scour Velocity is Given
Go
Created Diameter of Particle when Minimum Critical Scour Velocity is Given
Go
Created Discharge Coefficient when Discharge is Given
Go
Created Discharge for Rectangular Channel Section
Go
Created Discharge Passing Through the Parshall Flume
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 Distance in X Direction from Center of Weir
Go
Created Distance in Y Direction from Crest of Weir
Go
Created Flow Area of Throat when Discharge is Given
Go
Created Half Width of Bottom Portion of the Weir
Go
Created Head Loss when Critical Velocity is Given
Go
Created Head Loss when Total Energy at Critical Point is Given
Go
Created Horizontal Flow Velocity when Distance in X Direction from Center of Weir is Given
Go
Created Horizontal Flow Velocity when Half Width of Bottom Portion of the Weir is Given
Go
Created Integration Constant when Depth is Given
Go
Created Integration Constant when Depth of Parshall Flume is Given
Go
Created Maximum Critical Scour Velocity
Go
Created Maximum Discharge when Width of Throat is Given
Go
Created Minimum Critical Scour Velocity
Go
Created Specific Gravity when Maximum Critical Scour Velocity is Given
Go
Created Specific Gravity when Minimum Critical Scour Velocity is Given
Go
Created Total Critical Energy
Go
Created Total Energy at Critical Point
Go
Created Width of Channel when Distance in X Direction from Center of Weir is Given
Go
Created Width of Channel when Half Width of Bottom Portion of the Weir is Given
Go
Created Width of Parabolic Channel
Go
Created Width of Parshall Flume when Depth is Given
Go
Created Width of Parshall Flume when Depth of Parshall Flume is Given
Go
Created Width of the Throat when Discharge is Given
Go
Created Width of Throat when Critical Depth is Given
Go
Created Width of Throat when Discharge Through the Control Section is Given
Go
Created Width of Throat when Maximum Discharge is Given
Go
Verified Dynamic Viscosity when Head Loss over the Length of Pipe is Given
Go
Verified Dynamic Viscosity when Head Loss over the Length of Pipe with Discharge is Given
Go
Verified Head Loss over the Length of Pipe is Given
Go
Verified Head Loss over the Length of Pipe when Discharge is Given
Go
Verified Length of Pipe when Head Loss over the Length of Pipe is Given
Go
Verified Specific Weight of Liquid when Head Loss over the Length of Pipe is Given
Go
15 More Hagen–Poiseuille Equation Calculators
Go
Created Acceleration Due to Gravity when Self Cleansing Velocity is Given
Go
Created Angle of Inclination when Drag Force is Given
Go
Created Bazin's Constant Chezy's Constant by Bazin's Formula
Go
Created Bed Slope of the Channel when Drag Force is Given
Go
Created Bed Slope of the Sewer when Flow Velocity by Manning's Formula is Given
Go
Created Bed Slope of the Sewer when Flow Velocity by Crimp and Burge's Formula is Given
Go
Created Bed Slope of the Sewer when Flow Velocity by William Hazen's Formula is Given
Go
Created Chezy's Constant by Bazin's Formula
Go
Created Chezy's Constant by Kutter's Formula
Go
Created Chezy's Constant when Friction Factor is Given
Go
Created Chezy's Constant when Self Cleansing Velocity is Given
Go
Created Chezy's Constant when Velocity of Flow by Chezy's Formula is Given
Go
Created Cross sectional Area of Flow when Hydraulic Mean Radius of Channel is Given
Go
Created Diameter of the Grain when Friction Factor is Given
Go
Created Diameter of the Grain when Rugosity Coefficient is Given
Go
Created Diameter of the Grain when Self Cleaning Invert Slope is Given
Go
Created Diameter of the Grain when Self Cleansing velocity 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 Drag Force Exerted by Flowing Water
Go
Created Drag Force or Intensity of Tractive force
Go
Created Flow Velocity by Crimp and Burge's Formula
Go
Created Flow Velocity by Manning's Formula
Go
Created Flow Velocity by William Hazen's Formula
Go
Created Friction Factor when Self Cleansing velocity is Given
Go
Created Hydraulic Gradient when Velocity of Flow by Chezy's Formula is Given
Go
Created Hydraulic Mean Depth of the Channel when Drag Force is Given
Go
Created Hydraulic Mean Depth when Chezy's Constant by Bazin's Formula is Given
Go
Created Hydraulic Mean Depth when Chezy's Constant by Kutter's Formula is Given
Go
Created Hydraulic Mean Depth when Flow Velocity by Crimp and Burge's Formula is Given
Go
Created Hydraulic Mean Depth when Flow Velocity by Manning's Formula is Given
Go
Created Hydraulic Mean Depth when Flow Velocity by William Hazen's Formula is Given
Go
Created Hydraulic Mean Depth when Self Cleaning Invert Slope is Given
Go
Created Hydraulic Mean Depth when Self Cleansing velocity is Given
Go
Created Hydraulic Mean Radius of Channel
Go
Created Hydraulic Mean Radius of Channel when Velocity of Flow by Chezy's Formula is Given
Go
Created Pipe coefficient when Flow Velocity by William Hazen's Formula is Given
Go
Created Rugosity Coefficient when Drag Force is Given
Go
Created Rugosity Coefficient when Flow Velocity by Manning's Formula is Given
Go
Created Rugosity Coefficient when Self Cleansing velocity is Given
Go
Created Self Cleaning Invert Slope
Go
Created Self Cleansing Velocity
Go
Created Self Cleansing Velocity when Friction Factor is Given
Go
Created Self Cleansing Velocity when Rugosity Coefficient is Given
Go
Created Specific Gravity of the Sediment when Drag Force is Given
Go
Created Specific Gravity of the Sediment when Friction Factor is Given
Go
Created Specific Gravity of the Sediment when Self Cleaning Invert Slope is Given
Go
Created Specific Gravity of the Sediment when Self Cleansing velocity is Given
Go
Created Specific Gravity of the Sediment when Self Cleansing velocity 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 Unit weight of Water when Hydraulic Mean Depth is Given
Go
Created Velocity of Flow by Chezy's Formula
Go
Created Wetted Perimeter when Hydraulic Mean Radius of Channel is Given
Go
Created Dry Unit Weight of Soil when Relative Density is Given
Go
Created Maximum Unit Weight of Soil when Relative Density is Given
Go
Created Maximum Void Ratio of Soil when Relative Density is Given
Go
Created Minimum Unit Weight of Soil when Relative Density is Given
Go
Created Minimum Void Ratio of Soil when Relative Density is Given
Go
Created Natural Void Ratio of Soil when Relative Density is Given
Go
Created Relative Density of Cohesionless Soil in terms of Unit Weight of Soil
Go
Created Relative Density of Cohesionless Soil in terms of Void Ratio
Go
Created Angle of Internal Friction for a Soil
Go
Created Coefficient of Internal Friction for Soil
Go
Created Normal Force on Given Plane in Cohesionless Soil
Go
Created Shearing Force on Plane when Sliding on Plane is Impending
Go
Verified Dynamic Viscosity of fluid when Terminal Fall Velocity is Given
Go
Verified Specific Weight of Fluid when Terminal Fall Velocity is Given
Go
23 More Laminar Flow Around A Sphere–Stokes’ Law Calculators
Go
Verified Flow Velocity when No Pressure Gradient is Given
Go
Verified Horizontal Distance when Flow Velocity with No Pressure Gradient is Given
Go
Verified Pressure Gradient when Flow Velocity is Given
Go
9 More Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow Calculators
Go
Verified Distance Between Plates when Pressure Head Drop is Given
Go
Verified Distance Between Plates when Shear Stress Distribution Profile is Given
Go
Verified Dynamic Viscosity when Rate of Flow with pressure gradient is Given
Go
Verified Length of Pipe when Pressure Head Drop is Given
Go
Verified Maximum Velocity when Mean Velocity of Flow is Given
Go
Verified Mean Velocity of Flows
Go
Verified Pressure Difference
Go
32 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators
Go
Created Angle of Internal Friction of Soil when Coefficient of Active Pressure is Given
Go
Created Angle of Internal Friction of Soil when Coefficient of Passive Pressure is Given
Go
Created Coefficient of Active Pressure when Angle of Internal Friction of Soil is Given
Go
Created Coefficient of Active Pressure when Total Thrust from the Soil for Level Surface is Given
Go
Created Coefficient of Passive Pressure when Angle of Internal Friction of Soil is Given
Go
Created Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given
Go
Created Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given
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 Height of Wall when Total Thrust from the Soil that are Free to Move is Given
Go
Created Total Thrust from the Soil that are Completely Restrained
Go
Created Total Thrust from the Soil that are Completely Restrained and Surface is Level
Go
Created Total Thrust from the Soil that are Free to Move
Go
Created Total Thrust from the Soil when the Surface Behind the Wall is Level
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 Unit Weight of Soil when Total Thrust from the Soil that are Free to Move 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 the Soil that are Free to Move a Considerable Amount
Go
Created Total Thrust from the Soil that are Free to Move only a Small Amount
Go
Created Total Thrust from the 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
Go
Verified Area of Flange for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given
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 when Maximum Unbraced Length is Given
Go
Verified Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given
Go
Verified Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given
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
21 More Load Factor Design for Bridge Beams Calculators
Go
Created Actual Tension when Tension Correction to Measured Length is Given
Go
Created Correction to be Subtracted from Slope Distance
Go
Created Correction to be Subtracted from Slope Distance when Difference in Elevation is Given
Go
Created Measured Length when Correction to be Subtracted from Slope Distance is Given
Go
Created Measured Length when Temperature Correction is Given
Go
Created Measured Length when Tension Correction to Measured Length is Given
Go
Created Tape Cross-Sectional Area when Tension Correction to Measured Length is Given
Go
Created Tape Elasticity Modulus when Tension Correction to Measured Length is Given
Go
Created Tape Standardized Tension when Tension Correction to Measured Length is Given
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 Youngs modulus of concrete
Go
4 More Modulus of Elasticity of Concrete Calculators
Go
Verified Rate of Flow through Propeller
Go
26 More Momentum Theory of Propellers Calculators
Go
Verified Barometric pressure when sound pressure is given
Go
Verified Density of air when sound intensity is given
Go
Verified Distance between source and barrier when noise reduction in decibels is given
Go
Verified Frequency when period of wave is given
Go
Verified Frequency when wavelength of wave is given
Go
Verified Height of barrier wall when noise reduction in decibels is given
Go
Verified Noise reduction in decibels
Go
Verified Period of wave
Go
Verified Power of sound wave when sound intensity is given
Go
Verified Pressure at any time when root mean square pressure is given
Go
Verified Root mean square pressure
Go
Verified Root mean square pressure when sound intensity is given
Go
Verified Root mean square pressure when sound pressure level is given
Go
Verified Sound intensity
Go
Verified Sound intensity level
Go
Verified Sound intensity when sound intensity level is given
Go
Verified Sound intensity with respect to sound pressure
Go
Verified Sound level in bels
Go
Verified Sound level in decibels
Go
Verified Sound pressure
Go
Verified Sound pressure level in decibels in terms of root mean square pressure
Go
Verified Sound pressure when sound level in bels is given
Go
Verified Sound pressure when sound level in decibels is given
Go
Verified Speed of sound
Go
Verified Standard sound pressure when sound level in bels is given
Go
Verified Standard sound pressure when sound level in decibels is given
Go
Verified Temperature in Kelvin when speed of sound is given
Go
Verified Total atmospheric pressure when sound pressure is given
Go
Verified Unit area when the sound intensity is given
Go
Verified Velocity of sound wave when sound intensity is given
Go
Verified Velocity when wavelength of wave is given
Go
Verified wavelength of sound when noise reduction in decibels is given
Go
Verified Wavelength of wave
Go
Verified 28-day Compressive Strength of Concrete when Force in Slab is Given
Go
Verified Force in Slab at Maximum Negative Moments when Minimum Number of Connectors for Bridges is Given
Go
Verified Reduction Factor when Minimum Number of Connectors in Bridges is Given
Go
15 More Number of Connectors in Bridges Calculators
Go
Verified Coefficient of Velocity when Coefficient of Discharge is Given
Go
10 More Orifice Meter Calculators
Go
Created Departure when Distance in Feet is Given
Go
Created Departure when Distance in Kilometers is Given
Go
Created Departure when Distance in Miles is Given
Go
Created Displacement when Distance in Feet is Given
Go
Created Displacement when Distance in Kilometers is Given
Go
Created Displacement when Distance in Miles is Given
Go
Created BOD5 when Oxygen Required in Aeration Tank is Given
Go
Created BOD5 when Ratio of BOD to Ultimate BOD is 0.68
Go
Created BOD5 when Ratio of BOD to Ultimate BOD is Given
Go
Created Correction Factor when Difference between Saturation D.O and Operation D.O is Given
Go
Created Correction Factor when Oxygen Transfer Capacity is Given
Go
Created D.O Saturation for Sewage when Correction Factor is 0.8
Go
Created D.O Saturation for Sewage when Correction Factor is 0.85
Go
Created D.O Saturation for Sewage when Oxygen Transfer Capacity is Given
Go
Created Effluent BOD when Oxygen Demand and Ultimate BOD Both is Given
Go
Created Effluent BOD when Oxygen Demand of Biomass is Given
Go
Created Effluent BOD when Oxygen Required in Aeration Tank is Given
Go
Created Effluent BOD when Ultimate BOD is Given
Go
Created Influent BOD when Oxygen Demand and Ultimate BOD Both is Given
Go
Created Influent BOD when Oxygen Demand of Biomass is Given
Go
Created Influent BOD when Oxygen Required in Aeration Tank is Given
Go
Created Influent BOD when Ultimate BOD 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 Operation D.O Level when Correction Factor is 0.8
Go
Created Operation D.O Level when Correction Factor is 0.85
Go
Created Operation D.O Level when Oxygen Transfer Capacity is Given
Go
Created Oxygen Required in Aeration Tank
Go
Created Oxygen Required in Aeration Tank when Oxygen Demand and Ultimate BOD is Given
Go
Created Oxygen Required in Aeration Tank when Oxygen Demand of Biomass is Given
Go
Created Oxygen Required in Aeration Tank when Ultimate BOD is Given
Go
Created Oxygen Transfer Capacity Under Standard Conditions
Go
Created Oxygen Transfer Capacity Under Standard Conditions when Correction Factor is 0.8
Go
Created Oxygen Transfer Capacity Under Standard Conditions when Correction Factor is 0.85
Go
Created Oxygen Transfer Capacity when Difference between Saturation D.O and Operation D.O is Given
Go
Created Oxygen Transferred Under Field Conditions
Go
Created Oxygen Transferred Under Field Conditions when Correction Factor is 0.8
Go
Created Oxygen Transferred Under Field Conditions when Correction Factor is 0.85
Go
Created Oxygen Transferred Under Field when Difference between Saturation D.O and Operation D.O is Given
Go
Created Ratio of BOD to Ultimate BOD
Go
Created Ratio of BOD to Ultimate when Oxygen Demand of Biomass is Given
Go
Created Ratio of BOD to Ultimate when Oxygen Required in Aeration Tank is Given
Go
Created Sewage Discharge when Oxygen Demand and Ultimate BOD Both is Given
Go
Created Sewage Discharge when Oxygen Demand of Biomass is Given
Go
Created Sewage Discharge when Oxygen Required in Aeration Tank is Given
Go
Created Sewage Discharge when Ultimate BOD is Given
Go
Created Temperature when Correction Factor is 0.8
Go
Created Temperature when Correction Factor is 0.85
Go
Created Temperature when Difference between Saturation D.O and Operation D.O is Given
Go
Created Temperature when Oxygen Transfer Capacity is Given
Go
Created Ultimate BOD when Oxygen Required in Aeration Tank is Given
Go
Created Ultimate BOD when Ratio of BOD to Ultimate BOD is 0.68
Go
Created Ultimate BOD when Ratio of BOD to Ultimate BOD is Given
Go
Created Volume of wasted sludge Per Day when Oxygen Demand and Ultimate BOD Both is Given
Go
Created Volume of wasted sludge Per Day when Oxygen Demand of Biomass is Given
Go
Created Volume of wasted sludge Per Day when Oxygen Required in Aeration Tank is Given
Go
Created Volume of wasted sludge Per Day when Ultimate BOD is Given
Go
Created Efficiency of Filter and its Second Clarifier
Go
Created Organic Loading when Efficiency of Filter is Given
Go
Created Elevation of point, line, or area
Go
Created Flying height of airplane above datum
Go
Created Focal length of lens when photo scale and height are known
Go
Created Photo scale when focal length and heights are known
Go
Created Degree of Saturation of Soil
Go
Created Degree of Saturation when Dry Unit Weight of Soil is Given
Go
Created Dry Unit Weight of Soil with any Degree of Saturation
Go
Created Porosity of soil
Go
Created Porosity of soil when void ratio is given
Go
Created Specific Gravity of Soil when Degree of Saturation is Given
Go
Created Total Volume of Soil when Porosity is Given
Go
Created Void ratio of soil
Go
Created Void Ratio of Soil when Degree of Saturation is Given
Go
Created Void ratio of soil when porosity is given
Go
Created Volume of Voids when Porosity is Given
Go
Created Water Content of Soil when Degree of Saturation is Given
Go
Created Water Content of Soil when Dry Unit Weight of Soil is Given
Go
Verified Capacity Spectrum
Go
Verified Collapse Prevention Level
Go
Verified Length of Primary Member when Collapse Prevention Level is given
Go
Verified Length of Secondary Member when Capacity Spectrum is given
Go
Verified length of secondary member when Collapse Prevention Level is given
Go
Verified Moment of Inertia of Primary Member when Collapse Prevention Level is given
Go
Verified Moment of Inertia of Secondary Member when Capacity Spectrum is given
Go
Created Average Birth Rate Per Year when Natural Increase is Given
Go
Created Average Death Rate Per Year when Natural Increase is Given
Go
Created Average Increase Per Decade when Future Population from Incremental Increase Method is Given
Go
Created Average Increase Per Decade when Future Population of 2 Decades by Incremental Method is Given
Go
Created Average Increase Per Decade when Future Population of 3 Decades by Incremental Method is Given
Go
Created Average Increment for a Decade when Future Population at End of 2 Decades is Given
Go
Created Average Increment for a Decade when Future Population at End of 3 Decades is Given
Go
Created Average Increment for a Decade when Future Population is Given
Go
Created Average Incremental Increase when Future Population from Incremental Increase Method is Given
Go
Created Average Incremental Increase when Future Population of 2 Decades by Incremental Method is Given
Go
Created Average Incremental Increase when Future Population of 3 Decades by Incremental Method is Given
Go
Created Average Percentage Increase when Future Population from Geometrical Increase Method is Given
Go
Created Average Percentage Increase when Future Population of 2 Decades by Geometrical Method is Given
Go
Created Average Percentage Increase when Future Population of 3 Decades by Geometrical Method is Given
Go
Created Design Period when Natural Increase is Given
Go
Created Future Population at the End of 2 Decades
Go
Created Future Population at the End of 2 Decades in Geometrical Increase Method
Go
Created Future Population at the End of 2 Decades in Incremental Increase Method
Go
Created Future Population at the End of 3 Decades
Go
Created Future Population at the End of 3 Decades in Geometrical Increase Method
Go
Created Future Population at the End of 3 Decades in Incremental Increase Method
Go
Created Future Population at the End of n Decades
Go
Created Future Population at the End of n Decades in Geometrical Increase Method
Go
Created Future Population at the End of n Decades in Incremental Increase Method
Go
Created Future Population at the End of n Decades when Migration is Given
Go
Created Migration when Future Population at the End of n Decades is Given
Go
Created Natural Increase when Design Period is Given
Go
Created Natural Increase when Future Population at the End of n Decades is Given
Go
Created Number of Decades when Future Population from Geometrical Increase Method is Given
Go
Created Number of Decades when Future Population is Given
Go
Created Present Population when Future Population at the End of 2 Decades is Given
Go
Created Present Population when Future Population at the End of 3 Decades is Given
Go
Created Present Population when Future Population at the End of n Decades is Given
Go
Created Present Population when Future Population at the End of n Decades is Given
Go
Created Present Population when Future Population from Geometrical Increase Method is Given
Go
Created Present Population when Future Population from Incremental Increase Method is Given
Go
Created Present Population when Future Population of 2 Decades by Geometrical Increase Method is Given
Go
Created Present Population when Future Population of 2 Decades by Incremental Increase Method is Given
Go
Created Present Population when Future Population of 3 Decades by Geometrical Increase Method is Given
Go
Created Present Population when Future Population of 3 Decades by Incremental Increase Method is Given
Go
Created Present Population when Natural Increase is Given
Go
Created Area of Cross-section for Full Flow when Hydraulic Mean Depth and Discharge Ratio is Given
Go
Created Area of Cross-section for Full Flow when Only Discharge Ratio is Given
Go
Created Area of Cross-section for Full Flow when Only Hydraulic Mean Depth Ratio is Given
Go
Created Area of Cross-section for Partial Flow when Hydraulic Mean Depth and Discharge Ratio is Given
Go
Created Area of Cross-section for Partial Flow when Only Discharge Ratio is Given
Go
Created Area of Cross-section for Partial Flow when Only Hydraulic Mean Depth Ratio is Given
Go
Created Bed Slope for Full Flow when Bed Slope for Partial Flow is Given
Go
Created Bed Slope for Full Flow when Velocity Ratio is Given
Go
Created Bed Slope for Partial Flow
Go
Created Bed Slope for Partial Flow when Velocity Ratio 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 Hydraulic Mean Depth for Full Flow when Bed Slope for Partial Flow is Given
Go
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
Go
Created Ratio of Bed Slope when Velocity Ratio is Given
Go
Created Roughness Coefficient for Full Flow when Hydraulic Mean Depth and Discharge Ratio is Given
Go
Created Roughness Coefficient for Full Flow when Hydraulic Mean Depth and Velocity Ratio is Given
Go
Created Roughness Coefficient for Full Flow when Hydraulic Mean Depth Ratio is Given
Go
Created Roughness Coefficient for Full Flow when Only Discharge Ratio is Given
Go
Created Roughness Coefficient for Full Flow when Only Hydraulic Mean Depth Ratio is Given
Go
Created Roughness Coefficient for Full Flow when Only Velocity Ratio is Given
Go
Created Roughness Coefficient for Full Flow when Self Cleansing Velocity is Given
Go
Created Roughness Coefficient for Full Flow when Velocity Ratio is Given
Go
Created Roughness Coefficient for Partial Flow when Hydraulic Mean Depth and Discharge Ratio is Given
Go
Created Roughness Coefficient for Partial Flow when Hydraulic Mean Depth and Velocity Ratio is Given
Go
Created Roughness Coefficient for Partial Flow when Hydraulic Mean Depth Ratio is Given
Go
Created Roughness Coefficient for Partial Flow when Only Discharge Ratio is Given
Go
Created Roughness Coefficient for Partial Flow when Only Hydraulic Mean Depth Ratio is Given
Go
Created Roughness Coefficient for Partial Flow when Only Velocity Ratio is Given
Go
Created Roughness Coefficient for Partial Flow when Self Cleansing Velocity is Given
Go
Created Roughness Coefficient for Partial Flow when Velocity 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 Self Cleansing Velocity when Bed Slope for Partial Flow is Given
Go
Created Self Cleansing Velocity when Hydraulic Mean Depth for Full Flow is Given
Go
Created Self Cleansing Velocity when Hydraulic Mean Depth Ratio is Given
Go
Created Self Cleansing Velocity when Ratio of Bed Slope is Given
Go
Created Velocity of Full Flow when Hydraulic Mean Depth for Full Flow is Given
Go
Created Velocity of Full Flow when Hydraulic Mean Depth Ratio is Given
Go
Created Velocity Ratio when Hydraulic Mean Depth Ratio is Given
Go
Created Velocity Ratio when Ratio of Bed Slope is Given
Go
Created Velocity when Running Full when Bed Slope for Partial Flow is Given
Go
Created Velocity when Running Full when Ratio of Bed Slope is Given
Go
Verified BOD in sewage
Go
Verified BOD of industry when population equivalent is given
Go
Verified BOD when dilution factor is given
Go
Verified Constant of integration when oxygen equivalent is given
Go
Verified Deoxygenation constant
Go
Verified De-oxygenation constant
Go
Verified Deoxygenation constant at 20°C when deoxygenation constant at temperature T is given
Go
Verified Deoxygenation constant at temperature T
Go
Verified Deoxygenation constant using best fit line
Go
Verified De-oxygenation constant when organic matter present at the start of BOD is given
Go
Verified Deoxygenation constant when organic matter present at the start of BOD using best fit line is given
Go
Verified De-oxygenation constant when total amount of organic matter oxidised is given
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
Verified Hydrogen ion concentration when pH of sewage is given
Go
Verified Intercept of line on Y axis when deoxygenation constant using best fit is given
Go
Verified Intercept of line on Y axis when organic matter present at start of BOD using best fit line is given
Go
Verified Organic matter present at the start of BOD
Go
Verified Organic matter present at the start of BOD using best fit line
Go
Verified Organic matter present at the start of BOD when total amount of organic matter oxidised is given
Go
Verified Oxygen equivalent
Go
Verified Oxygen equivalent when organic matter present at the start of BOD is given
Go
Verified Oxygen equivalent when rate of deoxygenation is given
Go
Verified pH value of sewage
Go
Verified Population equivalent
Go
Verified Population equivalent when standard BOD of industrial sewage is given
Go
Verified Rate constant when deoxygenation constant is given
Go
Verified Rate constant when de-oxygenation constant is given
Go
Verified Rate constant when oxygen equivalent is given
Go
Verified Rate constant when rate of deoxygenation is given
Go
Verified Rate of deoxygenation
Go
Verified Relative stability
Go
Verified Relative stability at 37°C
Go
Verified Slope of line when deoxygenation constant using best fit line is given
Go
Verified Standard BOD of domestic sewage when standard BOD of industrial sewage is given
Go
Verified Standard BOD of industrial sewage
Go
Verified Temperature when deoxygenation constant at temperature T is given
Go
Verified Threshold odour number
Go
Verified Time when organic matter present at the start of BOD is given
Go
Verified Time when oxygen equivalent is given
Go
Verified Time when relative stability at 37°C is given
Go
Verified Time when relative stability is given
Go
Verified Time when total amount of organic matter oxidised is given
Go
Verified Total amount of organic matter oxidised
Go
Verified Volume of diluted sample when BOD in sewage is given
Go
Verified Volume of distilled water when threshold odour number is given
Go
Verified Volume of the sewage when threshold odour number is given
Go
Verified Volume of undiluted sample when BOD in sewage is given
Go
Verified Depth of flow in Most Efficient channel for rectangular channel
Go
Verified Depth of flow when Hydraulic Radius in most Efficient rectangular channel is Given
Go
Verified Hydraulic Radius in most Efficient open channel
Go
Verified Width of Channel when Depth of flow in Most Efficient channels is Given
Go
Created Activity Index of Soil
Go
Created Buoyant Unit Weight of Soil with Saturation 100 Percent
Go
Created Dry Unit Weight of Soil when Saturation is 0 Percent
Go
Created Liquid Limit of Soil when Plasticity Index is Given
Go
Created Liquidity Index of Soil
Go
Created Moisture Content of Soil when Liquidity Index is Given
Go
Created Percent of Soil Finer than Clay Size when Activity Index is Given
Go
Created Plastic Limit of Soil when Liquidity Index is Given
Go
Created Plastic Limit of Soil when Plasticity Index is Given
Go
Created Plastic Limit of Soil when Shrinkage Index is Given
Go
Created Plasticity Index of Soil
Go
Created Plasticity Index of Soil when Activity Index is Given
Go
Created Plasticity Index of Soil when Liquidity Index is Given
Go
Created Saturated Unit Weight of Soil when Water Content is Given
Go
Created Saturated Unit Weight of Soil with Saturation 100 Percent
Go
Created Shrinkage Index of Soil
Go
Created Shrinkage Limit of Soil when Shrinkage Index is Given
Go
Created Specific Gravity of Soil Solids when Dry Unit Weight is Given
Go
Created Specific Gravity of Soil Solids when Saturated Unit Weight is Given
Go
Created Unit Weight of Water when Buoyant Unit Weight is Given
Go
Created Unit Weight of Water when Dry Unit Weight is Given
Go
Created Unit Weight of Water when Saturated Unit Weight is Given
Go
Created Unit Weight of Water when Saturated Unit Weight is Given
Go
Created Void Ratio of Soil when Buoyant Unit Weight is Given
Go
Created Void Ratio of Soil when Dry Unit Weight is Given
Go
Created Void Ratio of Soil when Saturated Unit Weight is Given
Go
Created Water Content of Soil when Saturated Unit Weight is Given
Go
Verified Energy loss when flow quantity for a full flowing sewer is given
Go
7 More Required flow velocity Calculators
Go
Created Basic Load Effect when Ultimate Strength is Given for Applied Wind Loads
Go
Created Basic Load Effect when Ultimate Strength is Given for Unapplied Wind and Earthquake Loads
Go
Created Live Load Effect when Ultimate Strength is Given for Unapplied Wind and Earthquake Loads
Go
Created Ultimate Strength when Wind and Earthquake Loads are not Applied
Go
Created Ultimate Strength when Wind Loads are Applied
Go
Created Wind Load Effect when Ultimate Strength is Given for Applied Wind Loads
Go
Verified Roof Live Load
Go
Verified Roof Live Load when tributary area lies in range 200 to 600 square feet
Go
Verified tributary area when roof live load is known
Go
Created Bank or Quantity of Scrap Produced
Go
Created Cycle time when Trips per hour for excavating scrap is Given
Go
Created Density of Material when Quantity of Scrap Produced is Given
Go
Created Haul Distance in Feet when Variable Time is Given
Go
Created Haul Distance in Meter when Variable Time is Given
Go
Created Load when Production of Scrap by Machines is Given
Go
Created Number of Scrapers a Pusher can Load
Go
Created Number of Scrapers Needed in a Job
Go
Created Production of Scrap by Machines
Go
Created Production per unit when Number of Scrapers Needed in a Job is Given
Go
Created Production Required To Determine the Number of Scrapers
Go
Created Production Required when Number of Scrapers Needed in a Job is Given
Go
Created Pusher Cycle Time when Number of Scrapers a Pusher can Load is Given
Go
Created Quantity when Production Required is Given
Go
Created Return Distance in Feet when Variable Time is Given
Go
Created Return Distance in Meter when Variable Time is Given
Go
Created Scraper Cycle Time when Number of Scrapers a Pusher can Load is Given
Go
Created Speed at Haul and Return in Kilometer Per Hour when Variable Time is Given
Go
Created Speed at Haul and Return in Miles Per Hour when Variable Time is Given
Go
Created Trips per hour for excavating scrap
Go
Created Trips Per Hour when Production of Scrap by Machines is Given
Go
Created Variable Time when Haul and Return Distance is in Feet
Go
Created Weight of Load when Quantity of Scrap Produced is Given
Go
Created Working time when Production Required is Given
Go
Created Working time when Trips per hour for excavating scrap is Given
Go
Created Head Loss Through the Screen
Go
Created Velocity Above the Screen when Head Loss Through the Screen is Given
Go
Created Velocity Through the Screen when Head Loss Through the Screen is Given
Go
Verified lateral force
Go
Verified response modification factor by velocity dependent structures
Go
Verified seismic response coefficient when seismic coefficient for velocity dependent structures is known
Go
Verified total dead load when base shear is given
Go
18 More Seismic Loads Calculators
Go
Created Load Intensity on Foundation when Settlement is Given
Go
Created Settlement in Foundation due to Load applied on Foundation
Go
Created Acceleration Due to Gravity when Settling Velocity for Turbulent Settling is Given
Go
Created Acceleration Due to Gravity when Settling Velocity is Given
Go
Created Acceleration Due to Gravity when Settling Velocity within Transition Zone is Given
Go
Created Area of Particle when Drag Force Offered by the Fluid is Given
Go
Created Buoyancy when Effective Weight of the Particle is Given
Go
Created Coefficient of Drag for Transition Settling
Go
Created Coefficient of Drag for Transition Settling when Reynold Number is Given
Go
Created Coefficient of Drag when Drag Force Offered by the Fluid is Given
Go
Created Coefficient of Drag when Reynold Number is Given
Go
Created Coefficient of Drag when Settling Velocity is Given
Go
Created Coefficient of Drag when Settling Velocity of Spherical Particle is Given
Go
Created Density of Water when Coefficient of Drag is Given
Go
Created Density of Water when Drag Force Offered by the Fluid is Given
Go
Created Density of Water when Kinematic Viscosity of Water is Given
Go
Created Diameter of Particle Settling Velocity for Inorganic Solids 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 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
Created Drag Force Offered by the Fluid
Go
Created Dynamic Viscosity when Kinematic Viscosity of Water is Given
Go
Created Effective Weight of the Particle
Go
Created Effective Weight of the Particle when Buoyancy 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
Created Radius of Particle when Effective Weight of the Particle is Given
Go
Created Reynold Number when Coefficient of Drag for Transition Settling is Given
Go
Created Reynold Number when Coefficient of Drag is Given
Go
Created Reynold Number when Settling Velocity of Spherical Particle is Given
Go
Created Settling Velocity for Inorganic Solids
Go
Created Settling Velocity for Modified Hazen's Equation
Go
Created Settling Velocity for Organic Matter
Go
Created Settling Velocity for Turbulent Settling
Go
Created Settling Velocity of Spherical Particle
Go
Created Settling Velocity of Spherical Particle when Coefficient of Drag is Given
Go
Created Settling Velocity of Spherical Particle when Reynold Number is Given
Go
Created Settling Velocity when Diameter of Particle is Between 0.1 mm to 1 mm
Go
Created Settling Velocity when Specific Gravity of Particle is Given
Go
Created Specific Gravity of Particle when Settling Velocity for Modified Hazen's Equation is Given
Go
Created Specific Gravity of Particle when Settling Velocity for Turbulent Settling is Given
Go
Created Specific Gravity of Particle when Settling Velocity is Given
Go
Created Specific Gravity of Particle when Settling Velocity of Spherical Particle is Given
Go
Created Specific Gravity of Particle when Settling Velocity within Transition Zone is Given
Go
Created Temperature when Settling Velocity for Inorganic Solids is Given
Go
Created Temperature when Settling Velocity for Modified Hazen's Equation is Given
Go
Created Temperature when Settling Velocity for Organic Matter is Given
Go
Created Total Weight when Effective Weight of the Particle is Given
Go
Created Unit weight of Particle when Effective Weight of the Particle is Given
Go
Created Unit Weight of Water when Effective Weight of the Particle is Given
Go
Created Velocity of Fall when Drag Force Offered by the Fluid is Given
Go
Created Change in Temperature when Elongation in the Pipes is Given
Go
Created Change in Temperature when Stress in Pipe is Given
Go
Created Coefficient of Expansion Of the Material when Stress in Pipe is Given
Go
Created Coefficient of thermal expansion when Elongation in the Pipes is Given
Go
Created Compressive Stress Produced when Pipe is Empty
Go
Created Depth of Excavation when Thickness of side wall of Manhole is given
Go
Created Distance of Top of Pipe to Below the Surface of Fill when Unit Pressure is Given
Go
Created Elongation in the Pipes when Change in Temperature is Given
Go
Created External Diameter of Pipe when Load Per Unit Length for Flexible Pipes is Given
Go
Created External Diameter of Pipe when Load Per Unit Length for Pipes is Given
Go
Created Fill Coefficient when Load Per Unit Length for Flexible Pipes is Given
Go
Created Fill Coefficient when Load Per Unit Length for Rigid Pipes is Given
Go
Created Load Per Unit Length for Flexible Pipes
Go
Created Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil
Go
Created Load Per Unit Length for Pipes when Compressive Stress is Given
Go
Created Load Per Unit Length for Rigid Pipes
Go
Created Modulus of Elasticity of Pipe Material when Stress in Pipe is Given
Go
Created Original Length of Pipe when Elongation in the Pipes is Given
Go
Created Pipe Coefficient when Load Per Unit Length for Pipes is Given
Go
Created Slant Height of Considered Point when Unit Pressure is Given
Go
Created Specific Weight of Fill Material when Load Per Unit Length for Flexible Pipes is Given
Go
Created Specific Weight of Fill Material when Load Per Unit Length for Pipes is Given
Go
Created Specific Weight of Fill Material when Load Per Unit Length for Rigid Pipes is Given
Go
Created Stress in the Pipe Material due to Temperature
Go
Created Superimposed Load when Unit Pressure is Given
Go
Created Thickness of Pipes when Compressive Stress is Given
Go
Created Thickness of side wall of Manhole
Go
Created Total Load Per Unit Length for Pipes when Compressive Stress is Given
Go
Created Unit Pressure Developed at any Point in the Fill at a Depth
Go
Created Width of Trench when Load Per Unit Length for Flexible Pipes is Given
Go
Created Width of Trench when Load Per Unit Length for Rigid Pipes is Given
Go
Verified Allowable Horizontal Shear for Individual Connector for 500,000 cycles
Go
Verified Allowable Horizontal Shear for welded studs for 2 million cycles
Go
Verified Allowable Horizontal Shear for welded studs for over 2 million cycles
Go
9 More Shear Range Calculators
Go
Created Concrete Strength when Shear Force is Given
Go
Created Maximum Shear Strength
Go
Created Minimum Horizontal Reinforcement
Go
Created Nominal Shear Stress
Go
Created Total Design Shear Force when Nominal Shear Stress is Given
Go
Created Wall Horizontal Length when Nominal Shear Stress is Given
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Created Wall Overall Thickness when Nominal Shear Stress is Given
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Created Detention Period when Displacement Efficiency is Given
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Created Displacement Efficiency
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Created Flowing Through Period when Displacement Efficiency is Given
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Created Size Factor for Adjustment in Design Value for Bending
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Created Effluent BOD when Volume of the Aeration Tank is Given
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Created Endogenous Respiration Rate Constant when Volume of the Aeration Tank is Given
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Created Influent BOD when Volume of the Aeration Tank is Given
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Created Maximum Yield Coefficient when Volume of the Aeration Tank is Given
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Created MLSS when volume of the Aeration Tank is Given
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Created Sewage Discharge when Volume of the Aeration Tank is Given
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Created Sludge Age when Volume of the Aeration Tank is Given
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Created Volume of the Aeration Tank
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Created Active Polymer Dosage when Quantity of Active Polymer Required is Given
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Created Active Polymer when Quantity of Dilution Water Required is Given
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Created Active Polymer when Quantity of Neat Polymer Required is Given
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Created Drum Capacity when Time Required to Use One Drum of Polymer is Given
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Created Neat Polymer when Time Required to Use One Drum of Polymer is Given
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Created Percent Active Polymer in Emulsion when Quantity of Neat Polymer Required is Given
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Created Percent Solution Used when Quantity of Dilution Water Required is Given
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Created Quantity of Active Polymer Required
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Created Quantity of Dilution Water Required
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Created Quantity of Neat Polymer Required
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Created Time Required to Use One Drum of Polymer
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Created Wastewater Flow when Quantity of Active Polymer Required is Given
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Created Minimum Rising Velocity when Surface Area of Skimming Tank is Given
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Created Rate of Flow of Sewage when Surface Area of Skimming Tank is Given
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Created Surface Area of Skimming Tank
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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 Effluent when Total Solids Removed 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 Concentration of Solids in the Returned Sludge when Total Solids Removed is Given
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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 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 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 Mass of Solids in the Reactor
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Created Mass of Solids Leaving the System Per Day
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Created Mass of Solids Removed with the Wasted Sludge Per Day
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Created Mass of Substrate Utilised when Maximum Yield Coefficient is Given
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Created Mass of Suspended Solids in the System
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Created Mass of the Solids Removed with the Effluent Per Day
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Created Mass of Wasted Activated Sludge
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Created Maximum Yield Coefficient
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Created Maximum Yield Coefficient when Mass of Wasted Activated Sludge is Given
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Created Maximum Yield Coefficient when Reciprocal of Sludge Age is Given
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Created Maximum Yield Coefficient when Sludge Age is Given
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Created Microbial Mass Synthesis when Maximum Yield Coefficient is Given
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Created Mixed Liquor Suspended Solids when Sludge Age is Given
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Created MLSS when Concentration of Solids is Given
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Created MLSS when Mass of Solids in the Reactor is Given
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Created MLSS when Mass of Wasted Activated Sludge is Given
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Created MLSS when Sludge Age is Given
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Created MLSS when Specific Substrate Utilisation Rate Per Day is Given
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Created Reciprocal of Sludge Age
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Created Sewage Inflow Per Day when Mass of the Solids Removed is Given
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Created Sewage Inflow Per Day when Mass of Wasted Activated Sludge is Given
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Created Sewage Inflow Per Day when Sludge Age is Given
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Created Sewage Inflow Per Day when Specific Substrate Utilisation Rate Per Day is Given
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Created Sewage Inflow Per Day when Total Solids Removed is Given
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Created Sludge Age
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Created Sludge Age when Concentration of Solids is Given
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Created Sludge Age when Endogenous Respiration Rate Constant is Given
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Created Sludge Age when MLSS is Given
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Created Sludge Age when Total Solids Removed is Given
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Created Specific Substrate Utilisation Rate Per Day
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Created Specific Substrate Utilisation Rate Per Day when Maximum Yield Coefficient is Given
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Created Specific Substrate Utilisation Rate when Reciprocal of Sludge Age is Given
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Created Total Solids Removed from the System Per Day
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Created Total Solids Removed Per Day when Sludge Age is Given
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Created Volume of Aerator when Concentration of Solids is Given
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Created Volume of Aerator when Mass of Wasted Activated Sludge is Given
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Created Volume of Aerator when MLSS is Given
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Created Volume of Aerator when Sludge Age is Given
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Created Volume of Aerator when Specific Substrate Utilisation Rate Per Day is Given
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Created Volume of the Tank when Mass of Solids in the Reactor is Given
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Created Volume of the Wasted Sludge Per Day
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Created Volume of the Wasted Sludge Per Day when Mass of the Solids Removed is Given
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Created Volume of the Wasted Sludge Per Day when MLSS is Given
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Created Volume of the Wasted Sludge Per Day when Sludge Age is Given
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Created Volume of the Wasted Sludge Per Day when Total Solids Removed is Given
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Created Digestion Period when Number of Days for which the Digested Sludge is Stored is Given
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Created Digestion Period when Volume of the Digester is Given
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Created Digestion Period when Volume of the Digester when Digestion is Parabolic is Given
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Created Equivalent Digested Sludge Produced Per Day
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Created Equivalent Digested Sludge Produced Per Day when Digestion is Parabolic is Given
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Created Equivalent Digested Sludge Produced Per Day when Digestion Period is Given
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Created Equivalent Digested Sludge Produced Per Day when Raw Sludge Added Per Day is Given
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Created Number of Days for which the Digested Sludge is Stored
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Created Raw Sludge Added Per Day when Digestion is Parabolic is Given
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Created Raw Sludge Added Per Day when Digestion Period is Given
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Created Raw Sludge Added Per Day when Equivalent Digested Sludge Produced Per Day is Given
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Created Raw Sludge Added Per Day when Volume of the Digester is Given
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Created Volume of the Digester
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Created Volume of the Digester when Digestion is Parabolic
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Created Volume of the Digester when Number of Days for which the Digested Sludge is Stored is Given
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Created MLSS in the Returned or Wasted Sludge when Sludge Recirculation Flow is Given
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Created MLSS in the Returned or Wasted Sludge when Sludge Recirculation Ratio is Given
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Created MLSS in the Returned or Wasted Sludge when Sludge Volume Index is Given
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Created MLSS when Sludge Recirculation Rate is Given
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Created MLSS when Sludge Recirculation Ratio is Given
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Created MLSS when Sludge Volume Index is Given
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Created MLSS when SVI and Sewage Discharge is Given
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Created Sewage Discharge when MLSS and SVI is Given
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Created Sewage Discharge when MLSS is Given
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Created Sewage Discharge when Sludge Recirculation Ratio is Given
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Created Sludge Recirculation Rate when MLSS and SVI is Given
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Created Sludge Recirculation Rate when MLSS is Given
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Created Sludge Recirculation Rate when Sludge Recirculation Ratio is Given
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Created Sludge Recirculation Ratio
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Created Sludge Recirculation Ratio when MLSS is Given
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Created Sludge Recirculation Ratio when Sludge Volume Index is Given
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Created Sludge Volume Index when MLSS in the Returned or Wasted Sludge is Given
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Created Sludge Volume Index when Sludge Recirculation Ratio is Given
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Created SVI when Sewage Discharge and MLSS is Given
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Created MLSS when Sludge Volume Index is Given
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Created Sludge Volume Index
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Created Sludge Volume when Sludge Volume Index is Given
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Created California Bearing Ratio for Strength of Soil that Underlies a Pavement
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Created Coefficient of Permeability when Rate of Flow of Water is Given
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Created Cross-sectional Area of Soil Conveying Flow when Rate of Flow of Water is Given
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Created Density of Sand when Volume of Soil for Sand Filling in Sand Cone Method is Given
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Created Dry Density of Soil in Sand Cone Method
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Created Dry Density of Soil when Percent Compaction of Soil in Sand Cone Method is Given
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Created Field Density in Sand Cone Method
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Created Field Density of Soil when Dry Density of Soil in Sand Cone Method is Given
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Created Force per Unit Area Required for Penetration of a Standard Material when CBR is Given
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Created Force per Unit Area Required to Penetrate a Soil Mass with a Circular Piston when CBR is Given
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Created Hydraulic Gradient when Rate of Flow of Water is Given
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Created Maximum Dry Density when Percent Compaction of Soil in Sand Cone Method is Given
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Created Percent Compaction of Soil in Sand Cone Method
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Created Percent Moisture Content when Dry Density of Soil in Sand Cone Method is Given
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Created Percent Moisture in Sand Cone Method
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Created Rate of Flow of Water Through Saturated Soil according to Darcy's Law
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Created Settlement of a Plate in Load Bearing Test
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Created Settlement of Full Size Footing in Load Bearing Test
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Created Volume of Soil for Sand Filling in Sand Cone Method
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Created Volume of Soil when Field Density in Sand Cone Method is Given
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Created Weight of Dry Soil when Percent Moisture in Sand Cone Method is Given
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Created Weight of Moist Soil when Percent Moisture in Sand Cone Method is Given
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Created Weight of Sand Filling Hole when Volume of Soil for Sand Filling in Sand Cone Method is Given
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Created Weight of Soil when Field Density in Sand Cone Method is Given
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Created Width of Full Size Bearing Plate in Load Bearing Test
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Created Stability Number for Failure on the Slope With Seepage of Water
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Created Stability Number for Failure on the Slope Without Seepage Water
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Verified Righting Couple when Floating Body in Unstable Equilibrium
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Verified Weight of the Body when Righting Couple is given
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2 More Stability of Submerged and Floating Bodies Calculators
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Created Additive constant or stadia constant
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Created Horizontal distance between center of transit and rod
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Created Intercept on rod between two sighting wires
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Created Stadia distance from instrument spindle to rod
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Created Vertical distance between center of transit and rod intersected by middle horizontal crosshair
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8 More Stadia Surveying Calculators
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Verified Dynamic Viscosity when Pressure Gradient at Cylindrical Element is Given
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Verified Pressure Gradient when Discharge through Pipe is Given
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Verified Pressure Gradient when Velocity Gradient at Cylindrical Element is Given
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33 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators
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Verified Vertical Reaction at Supports
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10 More Supports at Same Level Calculators
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Created Detention Period in terms of Day
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Created Detention Period in terms of Hours
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Created Detention Period or Aeration Period
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Created Rate of Sewage Flow in the Tank when Detention Period in terms of Day is Given
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Created Rate of Sewage Flow in the Tank when Detention Period in terms of Hours is Given
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Created Rate of Sewage Flow in the Tank when Detention Period is Given
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Created Volume of Tank when Detention Period in terms of Day is Given
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Created Volume of Tank when Detention Period in terms of Hours is Given
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Created Volume of Tank when Detention Period or Aeration Period is Given
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Verified Acceleration due to gravity when impelling force is given
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Verified Acceleration due to gravity when settling velocity is given
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Verified Acceleration due to gravity when settling velocity with respect to specific gravity is given
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Verified Diameter of particle when settling velocity is given
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Verified Diameter of particle when volume of particle is given
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Verified Drag coefficient when frictional drag is given
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Verified Drag coefficient when settling velocity is given
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Verified Drag coefficient when settling velocity with respect to specific gravity is given
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Verified Frictional drag
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Verified Impelling force
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Verified Mass density of fluid when frictional drag is given
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Verified Mass density of fluid when impelling force 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 Projected area when frictional drag is given
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Verified Settling velocity
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Verified Settling velocity when frictional drag is given
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Verified Settling velocity with respect to specific gravity of particle
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Verified Volume of particle
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Verified Volume of particle when impelling force is given
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8 More Treatment of Water 1: Sedimentation Calculators
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Verified 28-day Compressive Strength when Ultimate Shear Connector Strength for Welded Studs is Given
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Verified Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given
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7 More Ultimate Shear Strength of Connectors in Bridges Calculators
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Verified Boundary Shear Stress
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Verified Hydraulic Radius where Boundary Shear Stress is Given
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Verified Slope of Channel Bottom where Boundary Shear Stress is Given
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Verified Specific Weight of Liquid where Boundary Shear Stress is Given
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19 More Uniform Flow in Channels Calculators
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Created Percentage of Annual Average Consumption by Goodrich Formula
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Created Time when Percentage of Annual Average Consumption is Given
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Created Total Concentrated Surface Load in Boussinesq Equation
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Created Total Concentrated Surface Load in Westergaard Equation
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Created Vertical Stress at a Point in Boussinesq Equation
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Created Vertical Stress at a Point in Westergaard Equation
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Created Acceleration of Particles Disturbed by the Vibrations
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Created Amplitude of the Vibrations when Acceleration of Particles is Given
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Created Amplitude of the Vibrations when Velocity of the Particle is Given
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Created Burden Suggested in Konya Formula
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Created Burden Suggested in Langefors' Formula
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Created Burden when Spacing for Multiple Simultaneous Blasting is Given
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Created Burden when Stemming at Top of Borehole is Given
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Created Degree of Packing when Burden Suggested in Langefors' Formula is Given
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Created Diameter of Borehole when Burden is Given
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Created Diameter of Drill Bit when Burden Suggested in Langefors' Formula is Given
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Created Diameter of the Borehole when Minimum Length of the Borehole is Given
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Created Diameter of the Explosive when Burden Suggested in Konya Formula is Given
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Created Distance From Explosion to Exposure when Overpressure is Given
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Created Distance from the Blast Hole to the Nearest Perpendicular Free Face or Burden
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Created Distance of Particle One from the Site of Explosion
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Created Distance of Particle Two from the Site of Explosion when Velocity is Given
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Created Distance to Exposure when Scaled Distance for Vibration Control is Given
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Created Frequency of Vibration when Acceleration of Particles is Given
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Created Frequency of Vibration when Velocity of the Particle is Given
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Created Frequency of Vibrations Caused by Blasting
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Created Length of Borehole when Burden is Given
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Created Length of Borehole when Spacing for Multiple Simultaneous Blasting is Given
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Created Maximum Weight of Explosives when Overpressure is Given
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Created Maximum Weight of Explosives when Scaled Distance for Vibration Control is Given
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Created Minimum Length of the Borehole in Feet
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Created Minimum Length of the Borehole in Meter
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Created Overburden when Stemming at Top of Borehole is Given
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Created Overpressure due to Charge Exploded on the Ground Surface
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Created Overpressure when Sound Pressure Level in Decibels is Given
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Created Ratio of Spacing to Burden when Burden Suggested in Langefors' Formula is Given
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Created Scaled Distance for Vibration Control
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Created Sound Pressure Level in Decibels
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Created Spacing for Multiple Simultaneous Blasting
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Created Specific Gravity of the Explosive when Burden Suggested in Konya Formula is Given
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Created Specific Gravity of the Rock when Burden Suggested in Konya Formula is Given
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Created Stemming at Top of Borehole to Prevent the Explosive Gases from Escaping
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Created Velocity of Particle One at a Distance from the Explosion
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Created Velocity of Particle Two at a Distance from the Explosion
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Created Velocity of The Particles Disturbed by the Vibrations
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Created Velocity of Vibrations Caused by Blasting
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Created Wavelength of Vibrations Caused by Blasting
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Created Weight Strength of Explosive when Burden Suggested in Langefors' Formula is Given
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Created BOD of the influent Sewage when Organic Loading is Given
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Created Mass of BOD Applied Per Day when Organic Loading is Given
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Created Organic Loading when BOD of the influent Sewage is Given
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Created Sewage Flow into the Aeration Tank when Organic Loading is Given
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Created Volume of Aeration Tank when Organic Loading is Given
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Created Volume of the Aeration Tank when Organic Loading is Given
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Created Volumetric BOD Loading or Organic Loading
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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 Behind a 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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Verified Clearance when Pressure Drop over the Length of Piston is Given
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Verified Length of Piston when Force is Given
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Verified Length of Piston when Pressure Reduction over the Length of Piston is Given
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15 More When Piston Velocity is Negligible to Average Velocity of Oil in Clearance Space Calculators
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Verified Length of Piston when Total Force in piston is Given
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5 More When Shear Force is Negligible Calculators
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Verified equivalent static design wind pressure
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Verified gust response factor when wind pressure is known
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Verified internal pressure coefficient as given by ASCE 7
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Verified velocity exposure coefficient when velocity pressure is known
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Verified wind pressure as given by ASCE 7
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11 More Wind Loads Calculators
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