Calculators Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri
https://www.linkedin.com/in/suraj-kumar-517448171
2376
Formulas Created
626
Formulas Verified
452
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 2376 and verified 626 calculators across 452 different categories till date.
Verified Deflection given Maximum Bending Stress at Proof Load of Leaf Spring
Go
3 More Deflection Calculators
Go
Created Discharge in Well given Constant Depression Head and Area of Well
Go
Created Discharge in Well under Constant Depression Head
Go
Verified Mean Velocity of Flows
Go
4 More Mean Velocity of Flow Calculators
Go
Created Adjusted Design Value for Compression Parallel to Grain
Go
Created Adjusted Design Value for Compression Perpendicular to Grain
Go
Created Adjusted Design Value for End Grain in Bearing Parallel to Grain
Go
Created Adjusted Design Value for Shear
Go
Created Adjusted Design Value for Tension
Go
Verified Allowable Shear stress in Bridges
Go
2 More Allowable Stress Design for Shear in Bridges Calculators
Go
Created Aquifer Constant given Difference between Modified Drawdowns
Go
Created Aquifer Constant given Modified Drawdown
Go
Created Aquifer Constant
Go
Created Aquifer Constant given Difference in Drawdowns at Two Wells
Go
Created Aquifer Constant given Drawdown in Well
Go
Created Discharge from Two Wells with Base 10
Go
Created Discharge given Length of Strainer
Go
Created Discharge in Unconfined Aquifer
Go
Created Discharge in Unconfined Aquifer with Base 10
Go
Created Discharge when Two Observation Well is Taken
Go
Created Rate of Flow given Coefficient of Permeability
Go
Created Rate of Flow given Flow Velocity
Go
Created Confined Aquifer Discharge given Coefficient of Transmissibility
Go
Created Confined Aquifer Discharge given Coefficient of Transmissibility and Depth of Water
Go
Created Confined Aquifer Discharge given Depth of Water in Two Wells
Go
Created Confined Aquifer Discharge given Drawdown at Well
Go
Created Confined Aquifer Discharge with Base 10 given Coefficient of Transmissibility
Go
Created Confined Aquifer Discharge with Base 10 given Drawdown at Well
Go
Created Discharge in Confined Aquifer
Go
Created Discharge in Confined Aquifer given Coefficient of Transmissibility
Go
Created Discharge in Confined Aquifer with Base 10
Go
Created Discharge in Confined Aquifer with Base 10 given Coefficient of Transmissibility
Go
Created Aquifer Loss Coefficient
Go
Created Aquifer Loss given Aquifer Loss Coefficient
Go
Created Aquifer Loss given Drawdown
Go
Created Aquifer Thickness from Impermeable Layer given Coefficient of Transmissibility
Go
Created Aquifer Thickness from Impermeable Layer given Coefficient of Transmissibility with Base 10
Go
Created Aquifer Thickness from Impermeable Layer given Discharge in Confined Aquifer
Go
Created Aquifer Thickness from Impermeable Layer given Discharge in Confined Aquifer with Base 10
Go
Created Aquifer Thickness given Confined Aquifer Discharge
Go
Created Aquifer Thickness given Confined Aquifer Discharge with Base 10
Go
Created Aquifer Thickness given Depth of Water in Two Wells
Go
Created Thickness of Confined Aquifer given Discharge in Confined Aquifer
Go
Created Thickness of Confined Aquifer given Discharge in Confined Aquifer with Base 10
Go
Created Thickness of Aquifer for Discharge in Unconfined Aquifer with Base 10
Go
Created Thickness of Aquifer given Discharge in Unconfined Aquifer
Go
Created Thickness of Aquifer given Drawdown Value measured at Well
Go
Created Thickness of Aquifer from Impermeable Layer given Modified Drawdown in Well 1
Go
Created Thickness of Aquifer from Impermeable Layer given Modified Drawdown in Well 2
Go
Created Thickness of Aquifer from Impermeable Layer given Drawdown in Well 1
Go
Created Thickness of Aquifer from Impermeable Layer given Drawdown in Well 2
Go
Created Area of Basin given Flood Discharge by Dicken's Formula
Go
Created Area of Basin given Flood Discharge by Dicken's Formula for Northern India
Go
Created Area of Basin given Flood Discharge by Dicken's Formula in FPS unit
Go
Created Area of Cross-section for Full Flow given Discharge Ratio
Go
Created Area of Cross-section for Full Flow given Hydraulic Mean Depth and Discharge Ratio
Go
Created Area of Cross-Section for Full Flow given Hydraulic Mean Depth Ratio
Go
Created Area of Cross-Section for Partial Flow given Discharge Ratio
Go
Created Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio
Go
Created Area of Cross-Section for Partial Flow given Hydraulic Mean Depth Ratio
Go
Created Area of Filter given Hydraulic Loading
Go
Created Area of Filter with known volumetric flow rate and flow velocity
Go
Created Area of Trickling Filter when we have Volumetric Flowrate
Go
Verified Area of Tank for Discharge Rate with respect to Settling Velocity
Go
Verified Area of Tank given Height at Outlet Zone with respect to Area of Tank
Go
Verified Area of Tank given Ratio of Removal with respect to Discharge
Go
Verified Area of Tank given Vertical Falling Speed in Sedimentation Tank with respect to Area
Go
Verified Cross Sectional Area given Length of Sedimentation Tank with respect to Surface Area
Go
Verified Cross Sectional Area given Surface Area with respect to Darcy Weishbach Friction Factor
Go
Verified Cross Sectional Area given Surface Area with respect to Settling Velocity
Go
Verified Cross Sectional Area of Sedimentation Tank
Go
Verified Cross Sectional Area with respect to Surface Area for Practical Purpose
Go
Created Cross-section Area of Tank with known velocity of flow of water
Go
Created Plan Area given Settling Velocity
Go
Created Plan Area given Settling Velocity of Particular Sized Particle
Go
Created Average Increment for Decade given Future Population
Go
Created Average Increment for Decade given Future Population at End of 2 Decades
Go
Created Average Increment for Decade given Future Population at End of 3 Decades
Go
Created Future Population at End of 2 Decades
Go
Created Future Population at End of 3 Decades
Go
Created Future Population at End of n Decades
Go
Created Number of Decades given Future Population
Go
Created Present Population given Future Population at End of 2 Decades
Go
Created Present Population given Future Population at End of 3 Decades
Go
Created Present Population given Future Population at End of n Decades
Go
Created Chezy's Constant by Bazin's Formula
Go
Created Hydraulic Mean Depth given Chezy's Constant by Bazin's Formula
Go
Created Bearing Area Factor
Go
Created Bearing Length given Bearing Area Factor
Go
1 More Bearing Area Factor Calculators
Go
Created Bearing Capacity Factor Dependent on Cohesion given Effective Surcharge
Go
Created Bearing Capacity Factor Dependent on Cohesion given Safe Bearing Capacity
Go
Created Bearing Capacity Factor Dependent on Cohesion given Ultimate Bearing Capacity
Go
Created Bearing Capacity Factor Dependent on Surcharge given Effective Surcharge
Go
Created Bearing Capacity Factor Dependent on Surcharge given Safe Bearing Capacity
Go
Created Bearing Capacity Factor Dependent on Surcharge given Ultimate Bearing Capacity
Go
Created Bearing Capacity Factor Dependent on Weight given Effective Surcharge
Go
Created Bearing Capacity Factor Dependent on Weight given Safe Bearing Capacity
Go
Created Bearing Capacity Factor Dependent on Weight given Ultimate Bearing Capacity
Go
Created Depth of Footing given Effective Surcharge
Go
Created Depth of Footing given Net Ultimate Bearing Capacity
Go
Created Depth of Footing given Safe Bearing Capacity
Go
Created Depth of Footing given Ultimate Bearing Capacity
Go
Created Effective Surcharge given Depth of Footing
Go
Created Effective Surcharge given Factor of Safety
Go
Created Effective Surcharge given Ultimate Bearing Capacity
Go
Created Factor of Safety given Net Safe Bearing Capacity
Go
Created Factor of Safety given Safe Bearing Capacity
Go
Created Factor of Safety given Ultimate Bearing Capacity
Go
Created Net Safe Bearing Capacity
Go
Created Net Safe Bearing Capacity given Safe Bearing Capacity
Go
Created Net Safe Bearing Capacity given Ultimate Bearing Capacity
Go
Created Net Ultimate Bearing Capacity given Depth of Footing
Go
Created Net Ultimate Bearing Capacity given Net Safe Bearing Capacity
Go
Created Net Ultimate Bearing Capacity given Safe Bearing Capacity
Go
Created Net Ultimate Bearing Capacity given Ultimate Bearing Capacity
Go
Created Safe Bearing Capacity
Go
Created Safe Bearing Capacity given Net Ultimate Bearing Capacity
Go
Created Ultimate Bearing Capacity
Go
Created Ultimate Bearing Capacity given Depth of Footing
Go
Created Ultimate Bearing Capacity given Factor of Safety
Go
Created Ultimate Bearing Capacity of Soil under Long Footing at Surface of Soil
Go
Verified Steel Yield Strength for milled surface
Go
5 More Bearing on Milled Surfaces Calculators
Go
Created Bed Slope for Full Flow given Bed Slope for Partial Flow
Go
Created Bed Slope for Full Flow given Velocity Ratio
Go
Created Bed Slope for Partial Flow
Go
Created Bed Slope for Partial Flow given Velocity Ratio
Go
Created Ratio of Bed Slope given Velocity Ratio
Go
Verified Live Load Moment given Stress in Steel for Unshored Members
Go
9 More Bending Stresses Calculators
Go
Created BOD5 Load given Organic Loading
Go
Created BOD5 of Influent Wastewater to Trickling Filter
Go
Created BOD5 of Settled Effluent from Trickling Filter
Go
Verified BOD given Dilution Factor
Go
Verified BOD in Sewage
Go
Verified BOD of Industry given Population Equivalent
Go
Created Change in Normal Stress given Overall Pore Pressure Coefficient
Go
Created Change in Pore Pressure given Overall Pore Pressure Coefficient
Go
Created Effective Angle of Internal Friction given Shear Force in Bishop's Analysis
Go
Created Effective Angle of Internal Friction given Shear Strength
Go
Created Effective Cohesion of Soil given Normal Stress on Slice
Go
Created Effective Cohesion of Soil given Shear Force in Bishop's Analysis
Go
Created Effective Stress on Slice
Go
Created Factor of Safety Given by Bishop
Go
Created Factor of Safety given Shear Force in Bishop's Analysis
Go
Created Height of Slice given Pore Pressure Ratio
Go
Created Horizontal Distance of Slice from Centre of Rotation
Go
Created Length of Arc of Slice
Go
Created Length of Arc of Slice given Effective Stress
Go
Created Length of Arc of Slice given Shear Force in Bishop's Analysis
Go
Created Normal Stress on Slice
Go
Created Normal Stress on Slice given Shear Strength
Go
Created Radius of Arc when Total Shear Force on Slice is available
Go
Created Resultant Vertical Shear Force on Section N
Go
Created Resultant Vertical Shear Force on Section N+1
Go
Created Total Weight of Slice given Total Shear Force on Slice
Go
Created Unit weight of Soil given Pore Pressure Ratio
Go
Created Weight of Slice given Total Normal Force Acting on Slice
Go
Created Ratio of BOD to Ultimate BOD
Go
Created Ratio of BOD to Ultimate given Oxygen Demand of Biomass
Go
Created Ratio of BOD to Ultimate given Oxygen Required in Aeration Tank
Go
BOD5 (3)
Created BOD5 given Oxygen Required in Aeration Tank
Go
Created BOD5 given Ratio of BOD to Ultimate BOD
Go
Created BOD5 when Ratio of BOD to Ultimate BOD is 0.68
Go
Verified Breaking Distance
Go
5 More Braking Distance Calculators
Go
Verified Buoyant Force on Entire Submerged Body
Go
Verified Total Buoyant Force given Volumes of Elementary Prism Submerged in Fluids
Go
Verified Volume of Submerged Body given Buoyant Force on Entire Submerged Body
Go
9 More Buoyancy Force and Center of Buoyancy Calculators
Go
Created Drainage Area for Peak Rate of Runoff
Go
Created Maximum Rainfall Intensity given Peak Rate of Runoff
Go
Created Peak Rate of Runoff from Burkli-Ziegler Formula
Go
Created Runoff Coefficient for Peak Rate of Runoff
Go
Created Slope of Ground Surface given Peak Rate of Runoff
Go
Created Population by Buston's Formula given Quantity of Water
Go
Created Quantity of Water by Buston's Formula
Go
Verified Moment of Inertia for Minimum Intensity in horizontal plane on Buttress Dam
Go
Verified Total Vertical Load for Minimum Intensity in horizontal plane on Buttress Dam
Go
10 More Buttress Dams Calculators
Go
Created Average Domestic Demand given Total Storage Capacity
Go
Created Average Domestic Demand given Value of McDonald Coefficient
Go
Created Duration of Fire when we have Reserve Storage
Go
Created Fire Demand given Total Storage Capacity
Go
Created Fire Demand given Value of McDonald Coefficient
Go
Created Fire Demand when we have Reserve Storage
Go
Created McDonald Coefficient b given Total Storage Capacity
Go
Created McDonald Coefficient given Total Storage Capacity
Go
Created Reserve Fire Pumping Capacity when we have Reserve Storage
Go
Created Reserve Storage
Go
Created Total Storage Capacity of Reservoirs
Go
Created Total Storage Capacity of Reservoirs given Value of McDonald Coefficient
Go
Created Catchment Area for Flood Discharge of Madras Catchment
Go
Created Catchment Area given Average Value of Constant
Go
Created Catchment Area given Flood Discharge
Go
Created Catchment Area given Flood Discharge by Fanning's Formula
Go
Created Catchment Area given Flood Discharge for Area within 24 KM from Coast
Go
Created Catchment Area given Flood Discharge for Area within 24 KM to 161 KM from Coast
Go
Created Catchment Area given Flood Discharge for Catchment of Former Bombay Presidency
Go
Created Catchment Area given Flood Discharge for limited Area near Hills
Go
Created Catchment Area given Flood Discharge for Madras Catchment
Go
Created Catchment Area given Flood Discharge in FPS Unit by Fanning's Formula
Go
Created Catchment Area given Flood Discharge within 24 km from Coast
Go
Created Bowl Radius given Centrifugal Acceleration Force
Go
Created Centrifugal Acceleration Force in Centrifuge
Go
Created Rotational Speed of Centrifuge using Centrifugal Acceleration Force
Go
Created Channel Flow Time or Gutter Flow Time
Go
Created Length of Drain given Channel Flow Time
Go
Created Peak Rate of Runoff from Nawab Jung Bahadur Formula
Go
Created Velocity in Drain given Channel Flow Time
Go
Created Coefficient of Permeability given Aquifer Loss Coefficient
Go
Created Discharge given Aquifer Loss
Go
Created Drawdown given Well Loss
Go
Created Radius of Well given Aquifer Loss Coefficient
Go
Verified Temperature in Kelvin given Speed of Sound
Go
Verified Wavelength of Wave
Go
Created Chezy's Constant given Velocity of Flow by Chezy's Formula
Go
Created Hydraulic Gradient given Velocity of Flow by Chezy's Formula
Go
Created Hydraulic Mean Radius of Channel
Go
Created Hydraulic Mean Radius of Channel given Velocity of Flow by Chezy's Formula
Go
Created Velocity of Flow by Chezy's Formula
Go
Created Wetted Perimeter with known Hydraulic Mean Radius of Channel
Go
Created Chow's Function given Constant dependent on Well Function
Go
Created Chow's Function given Drawdown
Go
Created Chow's Function given Well Function
Go
Verified Diameter of Section given flow depth in most efficient channel
Go
18 More Circular section Calculators
Go
Created Area of Cross-Section given Discharge
Go
Created Diameter of pipe given Area of Cross-section
Go
Created Diameter of Pipe using Hydraulic Mean Depth
Go
Created Discharge when Pipe is Running Full
Go
Created Hydraulic Mean Depth using Central Angle
Go
Created Velocity while Running Full given Discharge
Go
Created Area of Cross-Section while Running Partially Full given Discharge
Go
Created Area of Cross-section while Running Partially Full given Proportionate Area
Go
Created Area of Cross-section while Running Partially Full given Proportionate Discharge
Go
Created Discharge when Pipe Running Partially Full
Go
Created Discharge when Pipe Running Partially Full using Proportionate Discharge
Go
Created Hydraulic Mean Depth while Running Partially Full given Proportionate Hydraulic Mean Depth
Go
Created Hydraulic Mean Depth while Running Partially Full given Proportionate Velocity
Go
Created Roughness Coefficient while Running Partially Full using Proportionate Velocity
Go
Created Velocity while Running Partially Full given Discharge
Go
Created Velocity while Running Partially Full given Proportionate Discharge
Go
Created Velocity while Running Partially Full given Proportionate Velocity
Go
Verified Load given Total Maximum Shear Stress for close coiled helical spring having axial pull
Go
7 More Close-Coiled Helical Spring Calculators
Go
Created Coefficient of Drag for Transition Settling
Go
Created Coefficient of Drag for Transition Settling given Reynold Number
Go
Created Coefficient of Drag given Drag Force Offered by Fluid
Go
Created Coefficient of Drag given Reynold Number
Go
Created Coefficient of Drag given Settling Velocity
Go
Created Coefficient of Drag given Settling Velocity of Spherical Particle
Go
Created Coefficient of Permeability given Discharge and Length of Strainer
Go
Created Coefficient of Permeability given Discharge from Two Wells with Base 10
Go
Created Coefficient of Permeability given Discharge in Unconfined Aquifer
Go
Created Coefficient of Permeability given Discharge in Unconfined Aquifer with Base 10
Go
Created Coefficient of Permeability given Discharge of Two Wells under Consideration
Go
Created Coefficient of Permeability given Flow Velocity
Go
Created Coefficient of Permeability given Radius of Influence
Go
Created Coefficient of Permeability given Rate of Flow
Go
Created Coefficient of Permeability given Confined Aquifer Discharge
Go
Created Coefficient of Permeability given Confined Aquifer Discharge with Base 10
Go
Created Coefficient of Permeability given Depth of Water in Two Wells
Go
Created Coefficient of Permeability given Discharge in Confined Aquifer
Go
Created Coefficient of Permeability given Discharge in Confined Aquifer with Base 10
Go
Created Coefficient of Transmissibility given Confined Aquifer Discharge
Go
Created Coefficient of Transmissibility given Confined Aquifer Discharge with Base 10
Go
Created Coefficient of Transmissibility given Depth of Water in Two Wells
Go
Created Coefficient of Transmissibility given Discharge
Go
Created Coefficient of Transmissibility given Discharge in Confined Aquifer with Base 10
Go
Created Angle of Inclination given Factor of Safety against Sliding
Go
Created Angle of Inclination given Shear Strength of Soil
Go
Created Angle of Internal Friction given Factor of Safety against Sliding
Go
Created Angle of Internal Friction given Normal Stress of Cohesionless Soil
Go
Created Angle of Internal Friction given Shear Strength of Cohesionless Soil
Go
Created Angle of Internal Friction given Shear Strength of Soil
Go
Created Factor of Safety against Sliding given Angle of Internal Friction
Go
Created Normal Stress given Shear Strength of Cohesionless Soil
Go
Created Normal Stress given Shear Stress of Cohesionless Soil
Go
Created Shear Strength of Cohesionless Soil
Go
Created Shear Strength of Soil given Angle of Internal Friction
Go
Created Shear Stress given Normal Stress of Cohesionless Soil
Go
Created Shear Stress of Soil given Angle of Internal Friction
Go
Created Bearing Capacity Factor Dependent on Cohesion for Circular Footing
Go
Created Bearing Capacity Factor Dependent on Cohesion for Square Footing
Go
Created Bearing Capacity for Circular Footing given Value of Bearing Capacity Factor
Go
Created Bearing Capacity of Cohesive Soil for Circular Footing
Go
Created Bearing Capacity of Cohesive Soil for Square Footing
Go
Created Cohesion of Soil for Circular Footing given Value of Bearing Capacity Factor
Go
Created Cohesion of Soil given Bearing Capacity for Circular Footing
Go
Created Cohesion of Soil given Bearing Capacity for Square Footing
Go
Created Effective Surcharge for Circular Footing given Value of Bearing Capacity Factor
Go
Created Effective Surcharge given Bearing Capacity for Circular Footing
Go
Created Effective Surcharge given Bearing Capacity for Square Footing
Go
Created Length of Footing given Bearing Capacity for Square Footing
Go
Created Width of Footing given Bearing Capacity for Square Footing
Go
Created Cohesion given Critical Depth for Cohesive Soil
Go
Created Cohesion given Factor of Safety for Cohesive Soil
Go
Created Cohesion given Shear Strength of Cohesive Soil
Go
Created Cohesion given Stability Number for Cohesive Soil
Go
Created Cohesion of Soil given Factor of Safety for Cohesive Soil
Go
Created Cohesion of Soil given Factor of Safety with Respect to Cohesion
Go
Created Cohesion of Soil given Mobilised Cohesion
Go
Created Critical Depth for Cohesive Soil
Go
Created Critical Depth for Cohesive Soil given Factor of Safety with Respect to Cohesion
Go
Created Critical Depth given Stability Number for Cohesive Soil
Go
Created Depth at Mobilised Cohesion
Go
Created Depth at which Mobilised Cohesion is Considered given Critical Depth
Go
Created Depth at which Mobilised Cohesion is Considered given Stability Number
Go
Created Depth of Prism given Factor of Safety for Cohesive Soil
Go
Created Mobilised Cohesion
Go
Created Mobilised Cohesion given Stability Number for Cohesive Soil
Go
Created Normal Stress given Factor of Safety for Cohesive Soil
Go
Created Normal Stress given Shear Strength of Cohesive Soil
Go
Created Shear Strength of Cohesive Soil
Go
Created Shear Stress given Factor of Safety for Cohesive Soil
Go
Created Unit Weight of Soil given Critical Depth for Cohesive Soil
Go
Created Unit Weight of Soil given Factor of Safety for Cohesive Soil
Go
Created Unit Weight of Soil given Factor of Safety with Respect to Cohesion
Go
Created Unit Weight of Soil given Mobilised Cohesion
Go
Created Unit Weight of Soil given Stability Number for Cohesive Soil
Go
Verified Moment of resistance in bending equation
Go
Verified Radius of curvature using Distance from extreme fiber, Young's Modulus and stress induced
Go
19 More Combined Axial and Bending Loads Calculators
Go
Created Compaction Production by Compaction Equipment
Go
Created Compaction Production by Compaction Equipment when Efficiency Factor is Average
Go
Created Compaction Production by Compaction Equipment when Efficiency Factor is Excellent
Go
Created Compaction Production by Compaction Equipment when Efficiency Factor is Poor
Go
Created Efficiency Factor using Compaction Production by Compaction Equipment
Go
Created Number of Passes given Compaction Production by Compaction Equipment
Go
Created Ratio of Pay to Loose using Compaction Production by Compaction Equipment
Go
Created Speed of Roller given Compaction Production by Compaction Equipment
Go
Created Thickness of Lift given Compaction Production by Compaction Equipment
Go
Created Width of Roller given Compaction Production by Compaction Equipment
Go
Created Youngs modulus of concrete
Go
20 More Compression Calculators
Go
Created Pressure at AC
Go
Created Pressure at BC
Go
1 More Compression on Oblique Plane Calculators
Go
Created Mean Temperature in Entire Catchment given Run-off
Go
Created Mean Temperature in Entire Catchment given Run-off in cm
Go
Created Rainfall Intensity given Runoff Coefficient
Go
Created Runoff Coefficient given Rainfall Intensity
Go
Created Run-off Coefficient given Run-off
Go
Created Run-off given Run-off Coefficient
Go
Verified Area of Channel Section by Manning's Formula
Go
Verified Chezy Constant given Discharge
Go
Verified Discharge through channel
Go
Verified Manning's Formula for Hydraulic Radius of Channel Section given Conveyance of Section
Go
15 More Computation of Uniform Flow Calculators
Go
Created Concentration of Solids in Effluent given Mass of Solids Removed
Go
Created Concentration of Solids in Effluent given Sludge Age
Go
Created Concentration of Solids in Returned Sludge
Go
Created Concentration of Solids in Returned Sludge given MLSS
Go
Created Concentration of Solids in Returned Sludge given Sludge Age
Go
Created Constant Depending upon Soil at Base of Well
Go
Created Constant Depending upon Soil at Base of Well given Clay Soil
Go
Created Constant Depending upon Soil at Base of Well given Discharge from Well
Go
Created Constant Depending upon Soil at Base of Well given Fine Sand
Go
Created Constant Depending upon Soil at Base of Well given Specific Capacity
Go
Created Constant Depending upon Soil at Base of Well with Base 10
Go
Created Constant Depression Head given Discharge and Time in Hours
Go
Created Constant Depression Head given Discharge from Well
Go
Created Mean Velocity of Water Percolating into Well
Go
Created Percolation Intensity Coefficient given Discharge
Go
Created Time in Hours given Specific Capacity of Open Well
Go
Created Time in Hours given Specific Capacity of Open Well with Base 10
Go
Created Bed Slope of Sewer given Flow Velocity by Crimp and Burge's Formula
Go
Created Flow Velocity by Crimp and Burge's Formula
Go
Created Hydraulic Mean Depth given Flow Velocity by Crimp and Burge's Formula
Go
Created Critical Depth at Different Discharges
Go
Created Critical Depth given Depth of Parabolic Channel
Go
Created Critical Depth given Discharge through Control Section
Go
Created Critical Depth given Maximum Discharge
Go
Created Critical Depth in Control Section
Go
Verified Critical Oxygen Deficit
Go
Verified Critical Oxygen Deficit given Self Purification Constant
Go
Verified Critical Oxygen Deficit in First Stage Equation
Go
Verified Critical Time
Go
Verified Critical Time given Self Purification Constant
Go
Verified Critical Time given Self Purification Constant with Critical Oxygen Deficit
Go
Verified Critical Time given Self Purification Factor
Go
Verified Critical Time when we have Critical Oxygen Deficit
Go
Created Critical Velocity given Critical Depth in Control Section
Go
Created Critical Velocity given Depth of Section
Go
Created Critical Velocity given Discharge
Go
Created Critical Velocity given Discharge through Control Section
Go
Created Critical Velocity given Head Loss
Go
Created Critical Velocity given Maximum Discharge
Go
Created Critical Velocity given Total Energy at Critical Point
Go
Created Cross-sectional Area of Well given Clay Soil
Go
Created Cross-sectional Area of Well given Constant Depending upon Soil at Base
Go
Created Cross-sectional Area of Well given Constant Depending upon Soil at Base with Base 10
Go
Created Cross-sectional Area of well given Discharge and Constant Depression Head
Go
Created Cross-sectional Area of Well given Discharge from Well
Go
Created Cross-sectional Area of Well given Fine Sand
Go
Created Cross-sectional Area of Flow into well given Discharge
Go
Created Cross-sectional Area of Flow into well given Discharge from Open Well
Go
Created Cross-sectional Area of Well given Specific Capacity
Go
Created Cross-sectional Area of Well given Specific Capacity for Clay Soil
Go
Created Cross-sectional Area of Well given Specific Capacity for Coarse Sand
Go
Created Cross-sectional Area of Well given Specific Capacity for Fine Sand
Go
Created D.O Saturation for Sewage when Correction Factor is 0.8
Go
Created D.O Saturation for Sewage when Correction Factor is 0.85
Go
Created Dissolved Oxygen Saturation for Sewage
Go
Verified Discharge under Dams on Soft or Porous Foundations
Go
Verified Length of Conduit given Discharge under Dams on Soft or Porous Foundations
Go
Verified Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations
Go
Verified Neutral stress per unit area for Dams on Soft Foundations
Go
Verified Specific gravity of water for Total Pressure per unit Area for Dams on Soft Foundations
Go
19 More Dams on Soft or Porous Foundations Calculators
Go
Verified Area of Pipe given Total Required Power
Go
Verified Density of Liquid given Shear Stress and Darcy Friction Factor
Go
Verified Pressure Gradient given Total Required Power
Go
18 More Darcy – Weisbach Equation Calculators
Go
Created Average Velocity of Flow given Head Loss
Go
Created Average Velocity of Flow given Internal Radius of Pipe
Go
Created Darcy's Coefficient of Friction given Head Loss
Go
Created Darcy's Coefficient of Friction given Internal Radius of Pipe
Go
Created Head Loss due to Friction by Darcy Weisbach Equation
Go
Created Head Loss due to Friction given Internal Radius of Pipe
Go
Created Internal Diameter of Pipe given Head Loss
Go
Created Internal Radius of Pipe given Head Loss
Go
Created Length of Pipe given Head Loss due to Friction
Go
Created Length of Pipe given Internal Radius of Pipe
Go
Verified Darcy Weishbach Friction Factor given Length of Tank with respect to Darcy Weishbach Factor
Go
Verified Darcy Weishbach Friction Factor given Surface Area with respect to Darcy Weishbach Factor
Go
Verified Darcy-Weishbach Friction Factor given Displacement Velocity by Camp
Go
Verified Darcy-Weishbach Friction Factor given Displacement Velocity for Fine Particles
Go
Created Cracking Moment for Reinforced Concrete Beams
Go
Created Distance from Centroidal Axis given Cracking Moment
Go
Created Moment of Inertia of Gross Concrete Section given Cracking Moment
Go
Verified Air content with respect to degree of saturation
Go
Created Buoyant Unit Weight of Soil with Saturation 100 Percent
Go
Verified Degree of saturation given air content with respect to degree of saturation
Go
Verified Degree of saturation given percentage air voids in void ratio
Go
Verified Degree of saturation given void ratio in specific gravity
Go
Verified Degree of saturation of soil sample
Go
Verified Volume of voids given degree of saturation of soil sample
Go
Verified Volume of water given degree of saturation of soil sample
Go
Verified Mass Density of Fluid given Frictional Drag
Go
Verified Mass Density of Fluid given Impelling Force
Go
Verified Mass Density of Fluid given Particle Reynold's Number
Go
Verified Mass Density of Fluid given Settling Velocity
Go
Verified Mass Density of Fluid using Settling Velocity with respect to Dynamic Viscosity
Go
Verified Mass Density of Particle given Impelling Force
Go
Verified Mass Density of Particle given Settling Velocity
Go
Verified Mass Density of Particle given Settling Velocity with respect to Dynamic Viscosity
Go
Verified Bulk density of soil
Go
Verified Density of solids
Go
Verified Density of water given submerged density with respect to saturated density
Go
Verified Dry density of soil
Go
Verified Mass of saturated sample given saturated density of soil
Go
Verified Mass of solids given density of solids
Go
Verified Mass of solids given dry density of soil
Go
Verified Saturated density of soil
Go
Verified Saturated density when submerged density with respect to saturated density
Go
Verified Submerged density of soil
Go
Verified Submerged density with respect to saturated density
Go
Verified Submerged mass of soil given submerged density of soil
Go
Verified Total mass of soil given bulk density of soil
Go
Verified Total volume given saturated density of soil
Go
Verified Total volume given submerged density of soil
Go
Verified Total volume of soil given bulk density of soil
Go
Verified Total volume of soil given dry density of soil
Go
Created Density of Water given Coefficient of Drag
Go
Created Density of Water given Drag Force Offered by Fluid
Go
Created Density of Water given Kinematic Viscosity of Water
Go
Verified Deoxygenation Coefficient given Self Purification Constant
Go
Verified Deoxygenation Constant given Self Purification Constant with Critical Oxygen Deficit
Go
Verified Deoxygenation Constant
Go
Verified De-oxygenation Constant
Go
Verified Deoxygenation Constant at 20 degree Celsius
Go
Verified Deoxygenation Constant at given Temperature
Go
Verified Deoxygenation Constant given Organic Matter Present at Start of BOD
Go
Verified Deoxygenation Constant given Total Amount of Organic Matter Oxidised
Go
Created Constant Depression Head given Specific Capacity
Go
Created Constant Depression Head given Specific Capacity for Clay Soil
Go
Created Constant Depression Head given Specific Capacity for Coarse Sand
Go
Created Constant Depression Head given Specific Capacity for Fine Sand
Go
Created Depression Head given Discharge
Go
Created Depression Head in Well at Time T after Pumping Stopped
Go
Created Depression Head in Well at Time T after Pumping Stopped and Clay Soil is Present
Go
Created Depression Head in Well at Time T after Pumping Stopped and Coarse Sand is Present
Go
Created Depression Head in Well at Time T after Pumping Stopped and Fine Sand is Present
Go
Created Depression Head in Well at Time T after Pumping Stopped with Base 10
Go
Created Depression Head in Well at Time T after Pumping Stopped with Base 10 and Clay soil is Present
Go
Created Depression Head in Well at Time T after Pumping Stopped with Base 10 and Fine Sand is Present
Go
Created Depression Head in Well at Time T after Pumping Stopped with Base 10 in Coarse Sand
Go
Created Depression Head in Well at Time T after Pumping Stopped with known Discharge and Time
Go
Created Depression Head in Well at Time T given Pumping Stopped and Constant
Go
Created Depression Head in Well at Time T given Pumping Stopped and Constant with Base 10
Go
Created Depression Head in well given pumping stopped and clay soil is present
Go
Created Depression Head in Well given Pumping Stopped and Coarse Sand is Present
Go
Created Depression Head in Well given Pumping Stopped and Constant
Go
Created Depression Head in Well given Pumping Stopped and Constant with Base 10
Go
Created Depression Head in Well given Pumping Stopped and Fine Sand is Present
Go
Created Depression Head in Well given Pumping Stopped with Base 10 and Clay soil is Present
Go
Created Depression Head in Well given Pumping Stopped with Base 10 and Coarse Sand is Present
Go
Created Depression Head in Well given Pumping Stopped with Base 10 and Fine Sand is Present
Go
Created Depression Head in Well given Pumping Stopped with Discharge
Go
Created Depression Head in Well when Pumping Stopped
Go
Created Depression Head in Well when Pumping Stopped with Base 10
Go
Created Depth given Critical Velocity
Go
Created Depth given Discharge for Rectangular Channel Section
Go
Created Depth of Parabolic Channel given Critical Depth
Go
Created Depth of Parabolic Channel given Width of Parabolic Channel
Go
Created Depth of Actual Filter using Treatability Constant
Go
Created Depth of Tank given Detention Time
Go
Created Depth of Tank given Flow Velocity
Go
Created Depth of tank given Height to Length Ratio
Go
Created Height of Tank given Detention Time for Circular Tank
Go
Created Height of Tank given Flow Velocity
Go
Created Depth of Water in Well 1 given Drawdown in Well 1
Go
Created Depth of Water in Well 2 given Drawdown in Well 2
Go
Created Radial Distance from Well 1 given Aquifer Constant
Go
Created Radial Distance from Well 2 given Aquifer Constant
Go
Created Depth of Water in 1st Well given Coefficient of Transmissibility
Go
Created Depth of Water in 1st Well given Confined Aquifer Discharge
Go
Created Depth of Water in 2nd Well given Coefficient of Transmissibility
Go
Created Depth of Water in 2nd Well given Confined Aquifer Discharge
Go
Created Depth of Water in Well given Coefficient of Transmissibility
Go
Created Depth of Water in Well given Coefficient of Transmissibility with Base 10
Go
Created Depth of Water in Well given Discharge in Confined Aquifer
Go
Created Depth of Water in Well given Discharge in Confined Aquifer with Base 10
Go
Created Depth of Water at Point 1 given Discharge from Two Wells with Base 10
Go
Created Depth of Water at Point 1 given Discharge of Two Wells under Consideration
Go
Created Depth of Water at Point 2 given Discharge from Two Wells with Base 10
Go
Created Depth of Water at Point 2 given Discharge of Two Wells under Consideration
Go
Created Depth of Water in Well given Discharge in Unconfined Aquifer
Go
Created Depth of Water in Well given Discharge in Unconfined Aquifer with Base 10
Go
Created Depth of Water in Well given Drawdown Value measured at Well
Go
Created Average Daily Consumption of Chlorine
Go
Created Average Flow given Average Daily Consumption of Chlorine
Go
Created Average Flow given Capacity of Chlorinator at Peak Flow
Go
Created Capacity of Chlorinator at Peak Flow
Go
Created Dosage Used given Average Daily Consumption of Chlorine
Go
Created Dosage Used given Capacity of Chlorinator at Peak Flow
Go
Created Number of Coliform Organisms at Any Initial Time
Go
Created Number of Coliform Organisms at Any Particular Time
Go
Created Peaking Factor given Capacity of Chlorinator at Peak Flow
Go
Created Residence Time given Number of Coliform Organisms at Any Particular Time
Go
Created Total Chlorine Residual at Any Particular Time
Go
Created Actual Solid Loading Rate of Circular Settling Tanks
Go
Created Assumed Solid Loading Rate of Circular Settling Tanks
Go
Created Average Daily Load using Peak Discharge in Circular Settling Tanks
Go
Created Design Surface Loading Rate given Surface Area of Circular Settling Tank
Go
Created Influent Flow Rate given Return Activated Sludge Flow Rate
Go
Created Maximum Solids given Solid Loading Rate
Go
Created Mixed Liquor Suspended Solids in Aeration Tank using Maximum Solids
Go
Created Peak Discharge given Surface Area of Circular Settling Tank
Go
Created Peak Discharge in Circular Settling Tanks
Go
Created Peaking Factor using Peak Discharge in Circular Settling Tanks
Go
Created Return Activated Sludge Flow Rate
Go
Created Solids Processed given Actual Solid Loading Rate
Go
Created Surface Area given Solid Loading Rate
Go
Created Surface Area of Circular Settling Tank
Go
Created Total Settling Tank Surface Area given Actual Solid Loading Rate
Go
Created Dewatered Sludge or Cake Discharge Rate
Go
Created Percent Polymer Concentration given Polymer Feed Rate as Volumetric Flow Rate
Go
Created Percent Reduction in Sludge Volume
Go
Created Solids Recovery given Dewatered Sludge Discharge Rate
Go
Created Air supply required in Grit Chamber
Go
Created Assumed Grit Quantity given Volume of Aerated Grit Chamber
Go
Created Chamber Length using Air supply required
Go
Created Chosen Air Supply given Air supply required
Go
Created Chosen Depth given Width of Grit Chamber
Go
Created Depth given Length of Grit Chamber
Go
Created Detention Time given Volume of each Grit Chamber
Go
Created Length of Grit Chamber
Go
Created Peak Flow Rate given Volume of Each Grit Chamber
Go
Created Selected Width-Ratio given Width of Grit Chamber
Go
Created Volume Flow Rate given Volume of Aerated Grit Chamber
Go
Created Volume of Aerated Grit Chamber
Go
Created Volume of Each Grit Chamber
Go
Created Volume using Length of Grit Chamber
Go
Created Width of Grit Chamber
Go
Created Width using Length of Grit Chamber
Go
Created Density of Air given Volume of Air Required
Go
Created Density of Water given Volume of Digested Sludge
Go
Created Digester Total Suspended Solids given Volume of Aerobic Digester
Go
Created Initial Weight of Oxygen given Weight of Oxygen Required
Go
Created Percent Solids given Volume of Digested Sludge
Go
Created Solids Retention Time given Volume of Aerobic Digester
Go
Created Specific Gravity of Digested Sludge given Volume of Digested Sludge
Go
Created Volatile Fraction of Digester Suspended Solids when Volume of Aerobic Digester is considered
Go
Created Volume of Aerobic Digester
Go
Created Volume of Air Required at Standard Conditions
Go
Created Volume of Digested Sludge
Go
Created VSS as Mass Flow Rate given Weight of Oxygen Required
Go
Created Weight of Oxygen given Volume of Air
Go
Created Weight of Oxygen Required to Destroy VSS
Go
Created Weight of Sludge given Volume of Digested Sludge
Go
Created Weight of VSS given Weight of Oxygen Required
Go
Created BOD in given Percent Stabilization
Go
Created BOD in given Quantity of Volatile Solids
Go
Created BOD in given Volume of Methane Gas Produced
Go
Created BOD Out given Percent Stabilization
Go
Created BOD Out given Quantity of Volatile Solids
Go
Created BOD Out given Volume of Methane Gas Produced
Go
Created BOD Per Day given Volumetric Loading in Anaerobic Digester
Go
Created Endogenous Coefficient given Quantity of Volatile Solids
Go
Created Hydraulic Retention Time given Volume Required for Anaerobic Digester
Go
Created Influent Sludge Flow Rate given Volume Required for Anaerobic Digester
Go
Created Mean Cell Residence Time given Quantity of Volatile Solids
Go
Created Percent Stabilization
Go
Created Quantity of Volatile Solids Produced Each Day
Go
Created Volatile Solids produced given Percent Stabilization
Go
Created Volatile Solids produced given Volume of Methane Gas produced
Go
Created Volume of Methane Gas Produced at Standard Conditions
Go
Created Volume Required for Anaerobic Digester
Go
Created Volumetric Flow Rate given Volumetric Loading in Anaerobic Digester
Go
Created Volumetric Loading in Anaerobic Digester
Go
Created Yield Coefficient given Quantity of Volatile Solids
Go
Created Depth of Tank given Top Area
Go
Created Depth of Tank given Volume of Conical Humus Tank
Go
Created Diameter of Tank given Volume of Conical Humus Tank
Go
Created Top Area of Tank given Volume of Conical Humus Tank
Go
Created Volume of Conical Humus Tank
Go
Created Volume of Conical Humus Tank given Top Area
Go
Created Height to Length Ratio given Settling Velocity
Go
Created Length to Depth Ratio given Settling Velocity
Go
Created Overflow Rate given Discharge
Go
Created Rate of Flow given Detention Time
Go
Created Volume of Tank given Detention Time
Go
Created Coefficient of Discharge given Distance in X Direction from Center of Weir
Go
Created Distance in X Direction from Center of Weir
Go
Created Distance in Y Direction from Crest of Weir
Go
Created Half Width of Bottom Portion of Weir
Go
Created Horizontal Flow Velocity given Distance in X Direction from Center of Weir
Go
Created Horizontal Flow Velocity given Half Width of Bottom Portion of Weir
Go
Created Width of Channel given Distance in X Direction from Center of Weir
Go
Created Width of Channel given Half Width of Bottom Portion of Weir
Go
Created Dynamic Viscosity given Mean Velocity Gradient
Go
Created Dynamic Viscosity given Power Requirement for Flocculation
Go
Created Dynamic Viscosity given Power Requirement for Rapid Mixing Operations
Go
Created Flow Rate of Secondary Effluent given Volume of Flocculation Basin
Go
Created Hydraulic Retention Time given Volume of Rapid Mix Basin
Go
Created Mean Velocity Gradient given Power Requirement
Go
Created Mean Velocity Gradient given Power Requirement for Flocculation
Go
Created Mean Velocity Gradient given Power Requirement for Rapid Mixing Operations
Go
Created Power Requirement for Flocculation in Direct Filtration Process
Go
Created Power Requirement for Rapid Mixing Operations in Wastewater Treatment
Go
Created Power Requirement given Mean Velocity Gradient
Go
Created Required Volume of Flocculation Basin
Go
Created Retention Time given Volume of Flocculation Basin
Go
Created Time in Minutes Per Day given Volume of Flocculation Basin
Go
Created Volume of Flocculation Basin given power requirement for flocculation
Go
Created Volume of Mixing Tank given Mean Velocity Gradient
Go
Created Volume of Mixing Tank given Power Requirement for Rapid Mixing Operations
Go
Created Volume of Rapid Mix Basin
Go
Created Wastewater Flow given Volume of Rapid Mix Basin
Go
Verified Allowable Bearing Stress on Projected Area of Fasteners
Go
Verified Column Web Depth Clear of Fillets
Go
Verified Column Yield Stress given Column Web Depth Clear of Fillets
Go
Verified Column Yield Stress given Thickness of Column Flange
Go
Verified Computed Force given Thickness of Column Flange
Go
Verified Computed Force using Column Web Depth Clear of Fillets
Go
Verified Tensile Strength of Connected Part using Allowable Bearing Stress
Go
Verified Thickness of Column Flange
Go
Verified Thickness of Column Web given Column Web Depth Clear of Fillets
Go
7 More Design of Stiffeners Calculators
Go
Created Depth of Drains for Drains upto 15 Cumecs
Go
Created Width of Drain given Depth of Drains for Drains upto 15 Cumecs
Go
Verified Area given Hydraulic Loading
Go
Verified Hydraulic Loading to each Filter
Go
Created Detention Time for Circular Tank
Go
Created Detention Time for Rectangular Tank
Go
Created Detention Time given Discharge
Go
Verified Detention Period given Falling Speed of Smaller Particle
Go
Verified Detention Time given Displacement Efficiency of Sedimentation Tank
Go
Verified Detention Time in Sedimentation Tank
Go
Verified Detention Time with respect to Discharge Rate
Go
Created Constant Factor given Population at Last Census
Go
Created Earlier Census Date given Constant Factor
Go
Created Earlier Census Date given Proportionality Factor
Go
Created Last Census Date given Constant Factor
Go
Created Last Census Date given Proportionality Factor
Go
Created Population at Earlier Census
Go
Created Population at Last Census
Go
Created Population at Last Census given Proportionality Factor
Go
Created Proportionality Factor given Population at Last Census
Go
Created Diameter of Grain for given Friction Factor
Go
Created Diameter of Grain given Rugosity Coefficient
Go
Created Diameter of Grain given Self Cleaning Invert Slope
Go
Created Diameter of Grain given Self Cleansing velocity
Go
Created Diameter of Particle given Coefficient of Drag
Go
Created Diameter of Particle given Reynold Number
Go
Created Diameter of Particle given Settling Velocity and Coefficient of Drag
Go
Created Diameter of Particle given Settling Velocity for Inorganic Solids
Go
Created Diameter of Particle given Settling Velocity for Modified Hazen's Equation
Go
Created Diameter of Particle given Settling Velocity for Organic Matter
Go
Created Diameter of Particle given Settling Velocity for Turbulent Settling
Go
Created Diameter of Particle given Settling Velocity of Spherical Particle
Go
Created Diameter of Particle given Settling Velocity within Transition Zone
Go
Verified Diameter for Settling Velocity with respect to Kinematic Viscosity
Go
Verified Diameter given Displacement Velocity by Camp
Go
Verified Diameter given Settling Velocity at 10 degree Celsius
Go
Verified Diameter given Settling Velocity given Celsius
Go
Verified Diameter given Settling Velocity in Fahrenheit
Go
Verified Diameter given Settling Velocity with respect to Dynamic Viscosity
Go
Verified Diameter given Specific Gravity of Particle and Viscosity
Go
Verified Diameter given temperature given Celsius for diameter greater than 0.1mm
Go
Verified Diameter given temperature given Fahrenheit
Go
Verified Diameter of Particle given Particle Reynold's Number
Go
Verified Diameter of Particle given Settling Velocity
Go
Verified Diameter of Particle given Settling Velocity with respect to Specific Gravity
Go
Verified Diameter of Particle given Volume of Particle
Go
Created Catchment Area given Peak Rate of Runoff
Go
Created Factors Dependent Constant given Peak Rate of Runoff
Go
Created Peak Rate of Runoff from Dicken's Formula
Go
Created Confined Aquifer Discharge given Aquifer Constant
Go
Created Discharge given Aquifer Constant
Go
Created Discharge given Difference in Drawdowns at Two Wells
Go
Created Discharge of Full Flow given Hydraulic Mean Depth for Partial flow
Go
Created Discharge of Full Flow given Hydraulic Mean Depth Ratio
Go
Created Discharge Ratio given Hydraulic Mean Depth for Full Flow
Go
Created Discharge Ratio given Hydraulic Mean Depth Ratio
Go
Created Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow
Go
Created Self Cleansing Discharge given Hydraulic Mean Depth Ratio
Go
Created Discharge from Open Well given Depression Head
Go
Created Discharge from Open Well given Mean Velocity of Water Percolating
Go
Created Discharge from Well given Specific Capacity
Go
Created Discharge from Well given Specific Capacity for Clay Soil
Go
Created Discharge from Well given Specific Capacity for Coarse Sand
Go
Created Discharge from Well given Specific Capacity for Fine Sand
Go
Created Discharge Coefficient with known discharge
Go
Created Discharge for Rectangular Channel Section using manning's equation
Go
Created Discharge given Critical Depth
Go
Created Discharge given Flow Area of Throat
Go
Created Discharge Passing through Parshall Flume given Discharge Coefficient
Go
Created Discharge through Control Section
Go
Created Maximum Discharge given Width of Throat
Go
Created Discharge Entering Basin given Cross-section Area of Tank
Go
Created Discharge Entering Basin given Flow Velocity
Go
Created Discharge Entering Basin given Settling Velocity
Go
Created Discharge given Detention Time for Circular Tank
Go
Created Discharge given Detention Time for Rectangular Tank
Go
Created Discharge given Height to Length Ratio
Go
Created Discharge given Overflow Rate
Go
Created Discharge given Plan Area
Go
Created Discharge given Plan Area for Particular Sized Particle
Go
Created Discharge given Settling Velocity of Particular Sized Particle
Go
Created Discharge given Drawdown
Go
Created Discharge given Formation Constant T
Go
Created Discharge given Time at 1st and 2nd Instance
Go
Created Discharge given Difference between Modified Drawdowns
Go
Created Unconfined Aquifer Discharge given Aquifer Constant
Go
Verified Discharge Rate given Detention Time
Go
Verified Discharge Rate given Detention Time in Sedimentation Tank
Go
Verified Discharge Rate given Height at Outlet Zone with respect to Area of Tank
Go
Verified Discharge Rate given Height at Outlet Zone with respect to Discharge
Go
Verified Discharge Rate given Ratio of Removal with respect to Discharge
Go
Verified Discharge Rate given Vertical Falling Speed in Sedimentation Tank
Go
Verified Discharge Rate given Vertical Falling Speed in Sedimentation Tank with respect to Area
Go
Verified Discharge Rate with respect to Settling Velocity
Go
Verified Displacement Efficiency of Sedimentation Tank
Go
Verified Flow through Period given Displacement Efficiency of Sedimentation Tank
Go
Verified Beta Constant given Displacement Velocity by Camp
Go
Verified Displacement Velocity by Camp
Go
Verified Displacement Velocity for Fine Particles
Go
Verified Displacement Velocity given Settling Velocity
Go
Verified Displacement Velocity when friction factor is 0.025
Go
Created Maximum Rate of Effluent Application of Leaching Surface
Go
Created Maximum Rate of Effluent Application of Leaching Surface by BIS
Go
Created Standard Percolation Rate given Maximum Rate of Effluent Application
Go
Created Standard Percolation Rate given Maximum Rate of Effluent Application by BIS
Go
Verified Depth of Flow at Inlet when Runoff Quantity with Full Gutter Flow is Giiven
Go
Verified Inlet Capacity for Flow Depth
Go
Verified Length of Opening given Runoff Quantity with Full Gutter Flow
Go
7 More Disposing of storm water Calculators
Go
Verified Actual DO
Go
Verified Mixing Concentration
Go
Verified River Stream Concentration
Go
Verified River Stream Flow Rate
Go
Verified Saturation DO
Go
Verified Sewage Concentration
Go
Verified Sewage Flow Rate
Go
Verified DO Consumed by Diluted Sample given BOD in Sewage
Go
Verified DO Consumed by Diluted Sample given Dilution Factor
Go
Created Dosing Rate
Go
Created Dosing Rate given Rotational Speed
Go
Verified Drag Coefficient given Frictional Drag
Go
Verified Drag Coefficient given Settling Velocity
Go
Verified Drag Coefficient given Settling Velocity with respect to Specific Gravity
Go
Verified Drag Coefficient with respect to Reynold's Number
Go
Verified General form of Drag Coefficient
Go
Verified Diameter given Drag Force as per Stokes Law
Go
Verified Drag Force as per Stokes Law
Go
Verified Frictional Drag
Go
Verified Projected Area given Frictional Drag
Go
Created Angle of Inclination given drag force
Go
Created Bed Slope of Channel given Drag Force
Go
Created Drag Force Exerted by Flowing Water
Go
Created Drag Force or Intensity of Tractive force
Go
Created Rugosity Coefficient given Drag Force
Go
Created Thickness of Sediment given Drag Force
Go
Created Unit Weight of Water given Drag Force
Go
Created Area of Particle given Drag Force Offered by Fluid
Go
Created Drag Force Offered by Fluid
Go
Created Velocity of Fall given Drag Force Offered by Fluid
Go
Created Change in Drawdown given Chow's Function
Go
Created Change in Drawdown given Formation Constant T
Go
Created Change in Drawdown given Time at 1st and 2nd Instance
Go
Created Drawdown given Chow's Function
Go
Created Drawdown given Well Function
Go
Created Drawdown at Well given Radius of Influence
Go
Created Drawdown Value measured at Well
Go
Created Drawdown at Well given Coefficient of Transmissibility
Go
Created Drawdown at Well given Coefficient of Transmissibility with Base 10
Go
Created Drawdown at Well given Confined Aquifer Discharge
Go
Created Drawdown at Well given Confined Aquifer Discharge with Base 10
Go
Created Difference in Drawdowns at Two Wells given Aquifer Constant
Go
Created Drawdown in Well 1 given Aquifer Constant
Go
Created Drawdown in Well 1 given Aquifer Constant and Discharge
Go
Created Drawdown in Well 1 given Thickness of Aquifer from Impermeable Layer
Go
Created Drawdown in Well 2 given Aquifer Constant
Go
Created Drawdown in Well 2 given Aquifer Constant and Discharge
Go
Created Drawdown in Well 2 given Thickness of Aquifer from Impermeable Layer
Go
Created Catchment Area given Peak Rate of Runoff from Dredge Formula
Go
Created Length of Drain given Peak Rate of Runoff from Dredge Formula
Go
Created Peak Rate of Runoff from Dredge Formula
Go
Verified Dry unit weight given Bulk unit weight and Degree of saturation
Go
Verified Dry unit weight given Percentage of air voids
Go
Verified Dry unit weight given Submerged unit weight of soil and Porosity
Go
Verified Dry unit weight given unit weight of solids
Go
Verified Dry unit weight given Water content
Go
Verified Dry unit weight given Water content at full saturation
Go
Created Dry Unit Weight of Soil when Saturation is 0 Percent
Go
Verified Dynamic Viscosity for Settling Velocity with respect to Dynamic Viscosity
Go
Verified Dynamic Viscosity given Drag Force as per Stokes Law
Go
Verified Dynamic Viscosity given Particle Reynold's Number
Go
Verified Dynamic Viscosity given Rate of Flow with Pressure Gradient
Go
5 More Dynamic Viscosity Calculators
Go
Verified Dynamic Viscosity given Pressure Gradient at Cylindrical Element
Go
3 More Dynamic Viscosity Calculators
Go
Verified Angle of incidence of waves by Zuider Zee formula
Go
Verified Coefficient of Permeability Given Seepage Discharge in Earth Dam
Go
Verified Height of Wave Action using Zuider Zee Formula
Go
Verified Height of wave from trough to crest given Velocity between 1 and 7 feet
Go
Verified Molitor-Stevenson equation for height of waves for fetch less than 20 miles
Go
Verified Number of flow channels of net water given Quantity of seepage in length of dam
Go
Verified Time Taken given Seepage Discharge in Earth Dam
Go
18 More Earth Dam Calculators
Go
Created Height of Water above Bottom of Wall given Total Thrust from Water Retained behind Wall
Go
Created Total Thrust from Water Retained by Wall
Go
Created Unit Weight of Water given Total Thrust from Water Retained behind Wall
Go
Created Compacted Volume of Soil after Excavation of Soil
Go
Created Load Factor given Original Volume of Soil
Go
Created Loaded Volume of Soil given Original Volume of Soil
Go
Created Loaded Volume of Soil given Percent Swell
Go
Created Original Volume of Soil before Excavation
Go
Created Original Volume of Soil before Excavation given Percent Swell
Go
Created Original Volume of Soil given Compacted Volume
Go
Created Shrinkage Factor using Compacted Volume of Soil
Go
Created Swell in Soil given Original Volume of Soil
Go
Created Coefficient of Traction given Usable Pull
Go
Created Grade resistance factor given grade resistance for motion on slope
Go
Created Grade Resistance for Motion on Slope
Go
Created Percent Grade given Grade Resistance for Motion on Slope
Go
Created Rolling resistance factor given rolling resistance
Go
Created Rolling Resistance to Motion of Wheeled Vehicles
Go
Created Rolling Resistance when Rolling Resistance Factor is Two Percent
Go
Created Tire Penetration Factor given Rolling Resistance
Go
Created Tire penetration given rolling resistance
Go
Created Total Road Resistance given Rolling Resistance and Grade Resistance
Go
Created Usable Pull to Overcome Loss of Power with Altitude
Go
Created Weight on Drivers given Usable Pull
Go
Created Weight on Wheels given Rolling Resistance
Go
Created Weight on Wheels given Total Road Resistance
Go
Created Weight on Wheels using Grade Resistance for Motion on Slope
Go
Created Area given Hydraulic Loading Rate per Unit Area
Go
Created BOD of Effluent Getting Out of Filter
Go
Created BOD of Influent Entering Filter
Go
Created Discharge given Hydraulic Loading Rate per Unit Area
Go
Created Hydraulic Loading Rate given BOD of Influent Entering Filter
Go
Created Hydraulic Loading Rate given Discharge
Go
Created Buoyancy given Effective Weight of Particle
Go
Created Effective Weight of Particle
Go
Created Effective Weight of Particle given Buoyancy
Go
Created Radius of Particle given Effective Weight of Particle
Go
Created Total Weight given Effective Weight of Particle
Go
Created Unit weight of Particle given Effective Weight of Particle
Go
Created Unit Weight of Water given Effective Weight of Particle
Go
Created Efficiency of Single Stage High Rate Trickling Filter
Go
Created Efficiency of Single Stage High Rate Trickling Filter given Unit Organic Loading
Go
Created Filter Volume given Volume of Raw Sewage
Go
Created Final Efficiency after Two Stage Filtration
Go
Created Initial Efficiency given Final Efficiency after Two Stage Filtration
Go
Created Recirculation Factor given Recirculation ratio
Go
Created Recirculation Factor given Volume of Raw Sewage
Go
Created Recirculation Ratio given Volume of Raw Sewage
Go
Created Unit Organic Loading on Filter
Go
Created Unit Organic Loading using Efficiency of Filter
Go
Created Volume of Raw Sewage given Recirculation ratio
Go
Created Volume of Recirculated Sewage given Recirculation ratio
Go
Created Effluent BOD given Oxygen Demand and Ultimate BOD Both
Go
Created Effluent BOD given Oxygen Demand of Biomass
Go
Created Effluent BOD given Oxygen Required in Aeration Tank
Go
Created Effluent BOD given Ultimate BOD
Go
Created Diameter of Circular Section
Go
Created Width of Egg Shaped Section given Diameter of Circular Section
Go
Created Angle of Internal Friction given Factor of Safety for Cohesive Soil
Go
Created Angle of Internal Friction given Shear Strength of Cohesive Soil
Go
Created Angle of Internal Friction given Stability Number
Go
Created Factor of Safety for Cohesive Soil
Go
Created Factor of Safety for Cohesive Soil given Cohesion
Go
Created Factor of Safety with Respect to Cohesion given Critical Depth
Go
Created Factor of Safety with Respect to Cohesion given Mobilised Cohesion
Go
Created Factor of Safety with Respect to Cohesion given Stability Number
Go
Created Stability Number for Cohesive Soil
Go
Created Stability Number for Cohesive Soil given Mobilised Cohesion
Go
Created Stability Number given Angle of Internal Friction
Go
Created Stability Number given Factor of Safety with Respect to Cohesion
Go
Created Angle of Internal Friction given Angle of Inclination and Slope angle
Go
Created Angle of Internal Friction given Angle of Mobilised Friction
Go
Created Angle of Internal Friction given Effective Normal Stress
Go
Created Angle of Internal Friction given Shear Strength along Slip Plane
Go
Created Angle of Internal Friction given Shear Strength and Submerged Unit Weight
Go
Created Angle of Internal Friction given Submerged Unit Weight
Go
Created Angle of Internal Friction given Weight of Wedge
Go
Created Factor of Safety given Angle of Inclination and Slope angle
Go
Created Factor of Safety given Angle of Mobilised Friction
Go
Created Factor of Safety given Length of Slip Plane
Go
Created Length of Slip Plane given Cohesive force along Slip Plane
Go
Created Length of Slip Plane given Factor of Safety
Go
Created Length of Slip Plane given Height from Toe of Wedge to Top of Wedge
Go
Created Length of Slip Plane given Shear Strength along Slip Plane
Go
Created Length of Slip Plane given Weight of Wedge of Soil
Go
Created Unit Weight of Soil given Angle of Inclination and Slope angle
Go
Created Unit Weight of Soil given Angle of Mobilised Friction
Go
Created Unit Weight of Soil given Height from Toe of Wedge to Top of Wedge
Go
Created Unit Weight of Soil given Safe Height from Toe to Top of Wedge
Go
Created Unit Weight of Soil given Weight of Wedge
Go
Created Weight of Wedge given Factor of Safety
Go
Created Weight of Wedge given Height from Toe of Wedge to Top of Wedge
Go
Created Weight of Wedge given Shear Strength along Slip Plane
Go
Created Weight of Wedge given Shear Stress along Slip Plane
Go
Created Weight of Wedge of Soil
Go
Created Endogenous Respiration Rate Constant given Mass of Wasted Activated Sludge
Go
Created Endogenous Respiration Rate Constant given Maximum Yield Coefficient
Go
Created Endogenous Respiration Rate Constant given Reciprocal of Sludge Age
Go
Created Average Daily Flow given Maximum Daily Flow for Areas of Moderate Sizes
Go
Created Average Daily Flow given Maximum Hourly Flow
Go
Created Average Daily Flow given Minimum Daily Flow for Areas of Moderate Sizes
Go
Created Average Daily Sewage Flow given Minimum Hourly Flow
Go
Created Average Daily Sewage Flow given Peak Sewage Flow
Go
Created Maximum Daily Flow for Areas of Moderate Sizes
Go
Created Maximum Daily Flow given Maximum Hourly Flow
Go
Created Maximum Hourly Flow given Average Daily Flow
Go
Created Maximum Hourly Flow given Maximum Daily Flow for Areas of Moderate Sizes
Go
Created Minimum Daily Flow for Areas of Moderate Sizes
Go
Created Minimum Daily Sewage Flow given Minimum Hourly Flow
Go
Created Minimum Hourly Flow given Minimum Daily Flow for Areas of Moderate Sizes
Go
Created Minimum Hourly Sewage Flow given Average Daily Flow
Go
Created Peak Sewage Flow given Population in Thousands
Go
Created Population in Thousands given Peak Sewage Flow
Go
Created Flood Frequency given Recurrence Interval
Go
Created Flood Index given Flood Discharge
Go
Created Number of Years after which Such Flood Recorded for Fuller's Formula
Go
Created Number of Years given Recurrence Interval by California Method
Go
Created Number of Years given Recurrence Interval by Hazen's Method
Go
Created Actual Vapour Pressure given Evaporation Loss Per Day
Go
Created Actual Vapour Pressure given Evaporation Loss Per Month
Go
Created Atmospheric Pressure given Change in Vapour Pressure
Go
Created Atmospheric Pressure given Evaporation Loss Per Day
Go
Created Change in Vapour Pressure given Evaporation Loss Per Day
Go
Created Change in Vapour Pressure given Evaporation Loss Per Month
Go
Created Constant Dependent on Depth of Water Bodies given Change in Vapour Pressure
Go
Created Constant Dependent on Depth of Water Bodies given Evaporation Loss Per Month
Go
Created Constant Used in Meyer's Formula given Evaporation Loss Per Month
Go
Created Constant used in Rohwer's Formula given Change in Vapour Pressure
Go
Created Constant used in Rohwer's Formula given Evaporation Loss Per Day
Go
Created Evaporation Loss Per Day
Go
Created Evaporation Loss Per Day given Change in Vapour Pressure
Go
Created Evaporation Loss Per Month
Go
Created Evaporation Loss Per Month given Change in Vapour Pressure
Go
Created Evaporation Loss Per Month given Deep Water Body
Go
Created Evaporation Loss Per Month given Shallow Water Body
Go
Created Evaporation Loss Per Month when Constant Used in Meyer's Formula is 16
Go
Created Maximum Vapour Pressure given Evaporation Loss Per Day
Go
Created Maximum Vapour Pressure given Evaporation Loss Per Month
Go
Created Mean Wind Velocity at Ground Level given Evaporation Loss Per Day
Go
Created Monthly Mean Wind Velocity given Evaporation Loss Per Month
Go
Created Angle of Inclination given Saturated Unit Weight
Go
Created Angle of Inclination given Shear Strength and Submerged Unit Weight
Go
Created Angle of Inclination given Submerged Unit Weight
Go
Created Angle of Inclination given Vertical Stress and Saturated Unit Weight
Go
Created Depth of Prism given Effective Normal Stress
Go
Created Depth of Prism given Normal Stress and Saturated Unit Weight
Go
Created Depth of Prism given Saturated Unit Weight
Go
Created Depth of Prism given Shear Stress and Saturated Unit Weight
Go
Created Depth of Prism given Submerged Unit Weight and Effective Normal Stress
Go
Created Depth of Prism given Upward Force
Go
Created Depth of Prism given Upward Force due to Seepage Water
Go
Created Depth of Prism given Vertical Stress and Saturated Unit Weight
Go
Created Saturated Unit Weight given Effective Normal Stress
Go
Created Saturated Unit Weight given Factor of Safety
Go
Created Saturated Unit Weight given Normal Stress Component
Go
Created Saturated Unit Weight given Shear Strength
Go
Created Saturated Unit Weight given Shear Stress Component
Go
Created Saturated Unit Weight given Vertical Stress on Prism
Go
Created Saturated Unit Weight given Weight of Soil Prism
Go
Verified Falling Speed given Height at Outlet Zone with respect to Area of Tank
Go
Verified Falling Speed given Ratio of Removal with respect to Discharge
Go
Verified Falling Speed given Ratio of Removal with respect to Settling Velocity
Go
Verified Falling Speed given Surface Area with respect to Settling Velocity
Go
Verified Falling Speed of Smaller Particle
Go
Created Load Per Unit Length for Flexible Pipes
Go
Created Specific Weight of Fill Material given Load Per Unit Length for Flexible Pipes
Go
Created Width of Trench given Load Per Unit Length for Flexible Pipes
Go
Verified Equivalent width of flitched beam
Go
2 More Flitched Beam Calculators
Go
Created Flood Coefficient given Flood Discharge
Go
Created Flood Discharge
Go
Created Flood Discharge by Dicken's Formula
Go
Created Flood Discharge by Dicken's Formula for Northern India
Go
Created Flood Discharge by Dicken's Formula in FPS unit
Go
Created Flood Discharge by Fanning's Formula
Go
Created Flood Discharge by Fanning's Formula given Average Value of Constant
Go
Created Flood Discharge by Fuller's Formula
Go
Created Flood Discharge by Inglis Formula
Go
Created Flood Discharge by Nawab Jang Bahadur Formula
Go
Created Flood Discharge for Area within 24 KM from Coast
Go
Created Flood Discharge for Area within 24 KM to 161 KM from Coast
Go
Created Flood Discharge for Catchment of Former Bombay Presidency
Go
Created Flood Discharge for Limited Area near Hills
Go
Created Flood Discharge for Madras Catchment
Go
Created Flood Discharge for Madras Catchment in FPS Unit
Go
Created Flood Discharge by Creager
Go
Created Flood Discharge in FPS Unit by Fanning's Formula
Go
Created Flood Discharge in FPS Unit by Fanning's Formula given Average Value of Constant
Go
Created Flood Discharge in FPS Unit by Fuller's Formula
Go
Created Flood Discharge in FPS Unit by Inglis Formula
Go
Created Flood Discharge in FPS Unit by Nawab Jang Bahadur Formula
Go
Created Flood Discharge in FPS Unit for Area within 24 KM from Coast
Go
Created Flood Discharge in FPS Unit for Area within 24 KM to 161 KM from Coast
Go
Created Flood Discharge in FPS Unit for Catchment of Former Bombay Presidency
Go
Created Flood Discharge in FPS Unit for Limited Area near Hills
Go
Created Flood Serial Number given Recurrence Interval by California Method
Go
Created Flood Serial Number given Recurrence Interval by Gumbel's Method
Go
Created Flood Serial Number given Recurrence Interval by Hazen's Method
Go
Created Coefficient of Permeability given Discharge
Go
Created Depth of Water in Gallery given Discharge
Go
Created Discharge Passing through Vertical Section of Infiltration Gallery
Go
Created Distance between Infiltration Gallery and Source given Discharge
Go
Created Height of Saturated Zone given Discharge
Go
Verified Average Head for most economical pipe diameter of distribution system
Go
Verified Initial Investment for Most economical pipe diameter of distribution system
Go
6 More Flow Over Notches and Weirs Calculators
Go
Created Flow Velocity given Coefficient of Permeability
Go
Created Flow Velocity given Rate of Flow
Go
Created Flow Velocity when Reynold's Number is Unity
Go
Created Flow Velocity given Length of Tank
Go
Created Flow Velocity given Length to Depth Ratio
Go
Created Flow Velocity of Water Entering Tank
Go
Created Flow Velocity of Water Entering Tank given Cross-section Area of Tank
Go
Created Self Cleansing Velocity given Bed Slope for Partial Flow
Go
Created Self Cleansing Velocity given Hydraulic Mean Depth for Full Flow
Go
Created Self Cleansing Velocity given Hydraulic Mean Depth Ratio
Go
Created Self Cleansing Velocity using Ratio of Bed Slope
Go
Created Velocity of Full Flow given Hydraulic Mean Depth for Full Flow
Go
Created Velocity of Full Flow given Hydraulic Mean Depth Ratio
Go
Created Velocity Ratio given Hydraulic Mean Depth Ratio
Go
Created Velocity Ratio given Ratio of Bed Slope
Go
Created Velocity when Running Full using Bed Slope for Partial Flow
Go
Created Velocity when Running Full using Ratio of Bed Slope
Go
Created Biological Oxygen Demand influent
Go
Created BOD Influent given MLSS
Go
Created BOD Load Applied given MLSS
Go
Created BOD Load applied to Aeration System
Go
Created BOD of Influent Sewage given BOD Load applied
Go
Created Daily BOD Load given Food to Microorganism Ratio
Go
Created Food to Microorganism Ratio
Go
Created Food to Microorganism Ratio given MLSS
Go
Created Microbial Mass in Aeration System
Go
Created Microbial Mass in Aeration System given MLSS
Go
Created Mixed Liquor Suspended Solid
Go
Created MLSS given BOD Load Applied to Aeration System
Go
Created MLSS given Microbial Mass in Aeration System
Go
Created Sewage Flow given Food to Microorganism Ratio
Go
Created Sewage Flow given MLSS
Go
Created Sewage Flow into Aeration System given BOD Load applied
Go
Created Total Microbial Mass given Food to Microorganism Ratio
Go
Created Volume of Tank given Food to Microorganism Ratio
Go
Created Volume of Tank given Microbial Mass in Aeration System
Go
Created Volume of Tank given MLSS
Go
Created Constant dependent on Well Function given Formation Constant S
Go
Created Formation Constant given Drawdown
Go
Created Formation Constant S
Go
Created Formation Constant S given Radial Distance
Go
Created Formation Constant T given Change in Drawdown
Go
Created Formation Constant T given Formation Constant S
Go
Created Formation Constant T given Radial Distance
Go
Created Constant used in FPS Unit for Flood Discharge by Dicken's Formula
Go
Created Constant used in FPS Unit for Flood Discharge for Madras Catchment
Go
Created Constant used in FPS Unit given Flood Discharge by Fanning's Formula
Go
Created Constant used in FPS Unit given Flood Discharge by Fuller's Formula
Go
Created Constant used in FPS Unit given Flood Discharge by Nawab Jang Bahadur Formula
Go
Created Constant used in FPS Unit when Flood Discharge by Creager's Formula
Go
Created Number of Simultaneous Fire Stream
Go
Created Population by Freeman's Formula given Quantity of Water
Go
Created Population given Number of Simultaneous Fire Stream
Go
Created Quantity of Water by Freeman's Formula
Go
Created Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing
Go
Created Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing given Shape Factor
Go
Created Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing
Go
Created Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing given Shape Factor
Go
Created Bearing Capacity Factor Dependent on Unit Weight for Rectangular Footing
Go
Created Bearing Capacity Factor Dependent on Weight for Rectangular Footing given Shape Factor
Go
Created Cohesion of Soil for Rectangular Footing given Shape Factor
Go
Created Cohesion of Soil given Ultimate Bearing Capacity for Rectangular Footing
Go
Created Effective Surcharge for Rectangular Footing
Go
Created Effective Surcharge for Rectangular Footing given Shape Factor
Go
Created Length of Rectangular Footing given Ultimate Bearing Capacity
Go
Created Ultimate Bearing Capacity for Rectangular Footing
Go
Created Ultimate Bearing Capacity for Rectangular Footing given Shape Factor
Go
Created Unit Weight of Soil for Rectangular Footing given Shape Factor
Go
Created Unit Weight of Soil given Ultimate Bearing Capacity for Rectangular Footing
Go
Created Coefficient of Permeability given Discharge for Fully Penetrating Well
Go
Created Depth of Water in Well given Discharge for Fully Penetrating Well
Go
Created Discharge for Fully Penetrating Well
Go
Created Radius of Influence of unconfined aquifer with known discharge
Go
Created Radius of Well of unconfined aquifer with known discharge
Go
Created Thickness of Aquifer given Discharge for Fully Penetrating Well
Go
Created Bearing Capacity Factor Dependent on Cohesion for General Shear Failure
Go
Created Bearing Capacity Factor Dependent on Surcharge for General Shear Failure
Go
Created Bearing Capacity Factor Dependent on Unit Weight for General Shear Failure
Go
Created Cohesion of Soil given Net Ultimate Bearing Capacity for General Shear Failure
Go
Created Effective Surcharge given Net Ultimate Bearing Capacity for General Shear Failure
Go
Created Net Ultimate Bearing Capacity for General Shear Failure
Go
Created Unit Weight of Soil under Strip Footing for General Shear Failure
Go
Created Width of Strip Footing given Net Ultimate Bearing Capacity
Go
Created Average Percentage Increase given Future Population from Geometrical Increase Method
Go
Created Average Percentage Increase given Future Population of 2 Decades by Geometrical Method
Go
Created Average Percentage Increase given Future Population of 3 Decades by Geometrical Method
Go
Created Future Population at End of 2 Decades in Geometrical Increase Method
Go
Created Future Population at End of 3 Decades in Geometrical Increase Method
Go
Created Future Population at End of n Decades in Geometrical Increase Method
Go
Created Number of Decades given Future Population from Geometrical Increase Method
Go
Created Present Population given Future Population from Geometrical Increase Method
Go
Created Present Population given Future Population of 2 Decades by Geometrical Increase Method
Go
Created Present Population given Future Population of 3 Decades by Geometrical Increase Method
Go
Verified Wetted Area given Hydraulic Depth
Go
5 More Geometrical Properties of Channel Section Calculators
Go
Verified Gradient given Height for Parabolic Shape Camber
Go
Verified Width of Road given Height for Parabolic Shape Camber
Go
Verified Width of Road given Height for Straight Line Camber
Go
9 More Gradients Calculators
Go
Verified Eccentricity given Vertical Normal Stress at upstream face
Go
Verified Vertical Normal Stress at upstream face
Go
7 More Gravity Dams Calculators
Go
Created Earth Thrust Horizontal Component given Sum of Righting Moments
Go
Created Pressure P1 given Resultant is within Middle Third and Width of Base
Go
Created Pressure P2 given Resultant is within Middle Third and Width of Base
Go
4 More Gravity Retaining Wall Calculators
Go
Created Average Birth Rate Per Year given Natural Increase
Go
Created Average Death Rate Per Year given Natural Increase
Go
Created Design Period given Natural Increase
Go
Created Future Population at End of n Decades given Migration
Go
Created Migration given Future Population at End of n Decades
Go
Created Natural Increase given Design Period
Go
Created Natural Increase given Future Population at End of n Decades
Go
Created Present Population given Future Population
Go
Created Present Population given Natural Increase
Go
Created Average Flood Discharge given Flood Discharge Having Highest Frequency
Go
Created Flood Discharge given Gumbel's Reduced Variate
Go
Created Flood Discharge Having Highest Frequency
Go
Created Flood Discharge Having Highest Frequency given Gumbel's Reduced Variate
Go
Created Gumbel's Constant given Gumbel's Reduced Variate
Go
Created Gumbel's Constant given Standard Deviation
Go
Created Gumbel's Correction given Recurrence Interval by Gumbel's Method
Go
Created Gumbel's Reduced Variate
Go
Created Number of Years given Recurrence Interval by Gumbel's Method
Go
Created Probability of Occurrence given Recurrence Interval
Go
Created Recurrence Interval by Gumbel's Method
Go
Created Recurrence Interval given Probability
Go
Created Standard Deviation given Flood Discharge Having Highest Frequency
Go
Created Standard Deviation given Gumbel's Constant
Go
Verified Dynamic Viscosity given Head Loss over Length of Pipe
Go
Verified Dynamic Viscosity given Head Loss over Length of Pipe with Discharge
Go
Verified Head Loss over Length of Pipe
Go
Verified Head Loss over Length of Pipe given Discharge
Go
Verified Length of Pipe given Head Loss over Length of Pipe
Go
Verified Specific Weight of Liquid given Head Loss over Length of Pipe
Go
15 More Hagen–Poiseuille Equation Calculators
Go
Created Coefficient Dependent on Pipe given Head Loss
Go
Created Coefficient Dependent on Pipe given Radius of Pipe
Go
Created Coefficient of Roughness of Pipe given Diameter of Pipe
Go
Created Coefficient of Roughness of Pipe given Mean Velocity of Flow
Go
Created Diameter of Pipe given Head Loss by Hazen Williams Formula
Go
Created Diameter of Pipe given Hydraulic Gradient
Go
Created Head Loss by Hazen Williams Formula
Go
Created Head Loss by Hazen Williams Formula given Radius of Pipe
Go
Created Hydraulic Gradient given Diameter of Pipe
Go
Created Hydraulic Gradient given Mean Velocity of Flow
Go
Created Hydraulic Radius given Mean Velocity of Flow
Go
Created Length of Pipe by Hazen Williams Formula given Radius of Pipe
Go
Created Length of Pipe given Head Loss by Hazen Williams Formula
Go
Created Mean Velocity of Flow in Pipe by Hazen Williams Formula
Go
Created Mean Velocity of Flow in Pipe given Diameter of Pipe
Go
Created Radius of Pipe by Hazen Williams Formula given Length of Pipe
Go
Created Velocity of Flow by Hazen Williams Formula given Radius of Pipe
Go
Created Velocity of Flow given Head Loss by Hazen Williams Formula
Go
Verified Height at Outlet Zone given Falling Speed of Smaller Particle
Go
Verified Height at Outlet Zone given Ratio of Removal with respect to Tank Height
Go
Verified Height at Outlet Zone with respect to Area of Tank
Go
Verified Height at Outlet Zone with respect to Discharge
Go
Verified Height at Outlet Zone with respect to Settling Velocity
Go
Verified Height of Settling Zone given Cross-section Area of Sedimentation Tank
Go
Verified Height of Settling Zone given Detention Time
Go
Verified Height of Settling Zone given Height at Outlet Zone with respect to Area of Tank
Go
Verified Height of Settling Zone given Height at Outlet Zone with respect to Discharge
Go
Verified Height of Settling Zone given Height at Outlet Zone with respect to Settling Velocity
Go
Verified Height of Settling Zone given Length of Sedimentation Tank with respect to Surface Area
Go
Verified Height of Settling Zone given Length of Tank with respect to Darcy Weishbach Factor
Go
Verified Height of Settling Zone given Length of Tank with respect to Height for Practical Purpose
Go
Verified Height of Settling Zone given Ratio of Removal with respect to Tank Height
Go
Verified Equilibrium Super-elevation on Road
Go
27 More Horizontal Curves Calculators
Go
Verified Distance from Centroid given Horizontal Shear Flow
Go
4 More Horizontal Shear Flow Calculators
Go
Created Hydraulic gradient given Flow Velocity
Go
Created Hydraulic gradient given Rate of Flow
Go
Created Flowrate applied to Filter without Recirculation given Hydraulic Loading
Go
Created Hydraulic Loading of Filter
Go
Created Influent Wastewater Hydraulic Loading Rate given Total Hydraulic Loading Rate
Go
Created Recycle Flow Hydraulic Loading Rate given Total Hydraulic Loading Rate
Go
Created Total Applied Hydraulic Loading Rate
Go
Created Hydraulic Mean Depth given Self Cleaning Invert Slope
Go
Created Hydraulic Mean Depth given Self Cleansing Velocity
Go
Created Hydraulic Mean Depth of Channel given Drag Force
Go
Created Hydraulic Mean Depth for Full Flow given Bed Slope for Partial Flow
Go
Created Hydraulic Mean Depth for Full Flow given Self Cleansing Velocity
Go
Created Hydraulic Mean Depth for Full Flow given Velocity Ratio
Go
Created Hydraulic Mean Depth for Partial Flow given Bed Slope for Partial Flow
Go
Created Hydraulic Mean Depth for Partial Flow given Self Cleansing Velocity
Go
Created Hydraulic Mean Depth for Partial Flow given Velocity Ratio
Go
Created Hydraulic Mean Depth Ratio given Discharge Ratio
Go
Created Hydraulic Mean Depth Ratio given Self Cleansing Discharge
Go
Created Hydraulic Mean Depth Ratio given Velocity Ratio
Go
Verified Efficiency of turbine and generator given Power obtained from water flow in horsepower
Go
Verified Potential energy of volume of water in hydroelectric power generation
Go
Verified Power obtained from water flow in Kilowatt
Go
16 More Hydroelectric Power Generation Calculators
Go
Created Catchment Area given Direct Runoff depth
Go
Created Catchment Area in sq km given Number of Days after Peak
Go
Created Catchment Area in sq miles given Number of Days after Peak
Go
Created Direct Runoff depth given Sum of Ordinates
Go
Created Number of Days after Peak given Area in sq km
Go
Created Number of Days after Peak given Area in sq miles
Go
Created Sum of Ordinates of Direct Runoff given Direct Runoff depth
Go
Created Time Interval between Successive Ordinates given Direct Runoff depth
Go
I-Beam (4)
Verified Breadth of Web given Longitudinal Shear Stress in Web for I beam
Go
Verified Longitudinal Shear Stress in Web for I beam
Go
Verified Moment of Inertia given Longitudinal Shear Stress at lower edge in Flange of I beam
Go
Verified Transverse Shear given Longitudinal Shear Stress in Flange for I beam
Go
8 More I-Beam Calculators
Go
Verified Impelling Force
Go
Verified Volume of Particle given Impelling Force
Go
Created Average Increase Per Decade given Future Population from Incremental Increase Method
Go
Created Average Increase Per Decade given Future Population of 2 Decades by Incremental Method
Go
Created Average Increase Per Decade given Future Population of 3 Decades by Incremental Method
Go
Created Average Incremental Increase given Future Population from Incremental Increase Method
Go
Created Average Incremental Increase given Future Population of 2 Decades by Incremental Method
Go
Created Average Incremental Increase given Future Population of 3 Decades by Incremental Method
Go
Created Future Population at End of 2 Decades in Incremental Increase Method
Go
Created Future Population at End of 3 Decades in Incremental Increase Method
Go
Created Future Population at End of n Decades in Incremental Increase Method
Go
Created Present Population given Future Population from Incremental Increase Method
Go
Created Present Population given Future Population of 2 Decades by Incremental Increase Method
Go
Created Present Population given Future Population of 3 Decades by Incremental Increase Method
Go
Created Dry Unit Weight of Soil given Relative Density
Go
Verified Maximum porosity given relative density in porosity
Go
Created Maximum Unit Weight of Soil given Relative Density
Go
Created Maximum Void Ratio of Soil given Relative Density
Go
Verified Minimum porosity given relative density in porosity
Go
Created Minimum Unit Weight of Soil given Relative Density
Go
Created Minimum Void Ratio of Soil given Relative Density
Go
Created Natural Void Ratio of Soil given Relative Density
Go
Verified Porosity given relative density in porosity
Go
Verified Relative density given porosity
Go
Created Relative Density of Cohesionless Soil given Unit Weight of Soil
Go
Created Relative Density of Cohesionless Soil given Void Ratio
Go
Created Effluent BOD given Mass of Wasted Activated Sludge
Go
Created Effluent BOD given Specific Substrate Utilisation Rate Per Day
Go
Created Influent BOD given Mass of Wasted Activated Sludge
Go
Created Influent BOD given Specific Substrate Utilisation Rate Per Day
Go
Created Influent BOD given Oxygen Demand and Ultimate BOD Both
Go
Created Influent BOD given Oxygen Demand of Biomass
Go
Created Influent BOD given Oxygen Required in Aeration Tank
Go
Created Influent BOD given Ultimate BOD
Go
Verified Influent Substrate Concentration for Organic Loading using Hydraulic Retention Time
Go
Verified Influent Substrate Concentration given Organic Loading
Go
3 More Influent Substrate Concentration Calculators
Go
Created Catchment Area given Peak Rate of Runoff from Inglis Formula
Go
Created Peak Rate of Runoff from Inglis Formula
Go
Created Peak Rate of Runoff from Inglis Formula Approximate
Go
Created Constant Factor for Inter Censal Period
Go
Created Earlier Census Date for Inter Censal Period
Go
Created Mid Year Census Date for Inter Censal Period
Go
Created Population at Earlier Census for Inter Censal Period
Go
Created Population at Mid Year
Go
Created Earlier Census Date for Geometric Increase Method
Go
Created Mid Year Census Date for Geometric Increase Method
Go
Created Population at Earlier Census for Geometric Increase Method
Go
Created Population at Mid Year for Geometric Increase Method
Go
Created Proportionality Factor for Geometric Increase Method
Go
Created Aquifer Thickness when Interference among Three Well is Present
Go
Created Aquifer Thickness when Interference among Well is Present
Go
Created Coefficient of Permeability when Interference among Three Well is Present
Go
Created Coefficient of Permeability when Interference among Well is Present
Go
Created Depth of Water in Well when Interference among Three Well is Present
Go
Created Depth of Water in Well when Interference among Well is Present
Go
Created Discharge through Each Well when Interference among Three Well is Present
Go
Created Discharge through Each Well when Interference among Well is Present
Go
Created Distance between well when Interference among three well is present
Go
Created Distance between well when Interference among well is present
Go
Created Radius of Influence when Interference among Three Well is Present
Go
Created Radius of Influence when Interference among Well is Present
Go
Created Radius of Well when Interference among three well is present
Go
Created Radius of Well when Interference among well is present
Go
Created Thickness of Aquifer from Impermeable Layer when Interference among Three Well is Present
Go
Created Thickness of Aquifer from Impermeable Layer when Interference among Well is Present
Go
Created Angle of Internal Friction for Soil
Go
Created Coefficient of Internal Friction for Soil
Go
Created Normal Force on Given Plane in Cohesionless Soil
Go
Created Shearing Force on Plane when Sliding on Plane is Impending
Go
Created Head of water using Hoop Tension in Pipe Shell
Go
Created Head of water using Water Pressure
Go
Created Hoop Tension in Pipe Shell
Go
Created Hoop Tension in Pipe Shell using head of liquid
Go
Created Radius of Pipe given Hoop Tension in Pipe Shell
Go
Created Radius of Pipe using hoop stress and head of liquid
Go
Created Thickness of Pipe given Hoop Tension in Pipe Shell
Go
Created Thickness of Pipe using hoop stress and head of liquid
Go
Created Unit Weight of Water given Water Pressure
Go
Created Water Pressure given Hoop Tension in Pipe Shell
Go
Created Water Pressure given Unit Weight of Water
Go
Created Rainfall in cm by Khosla's Formula
Go
Created Rainfall in Inches by Khosla's Formula
Go
Created Run-off in cm by Khosla's Formula
Go
Created Run-off in Inches by Khosla's Formula
Go
Verified Kinematic Viscosity given Settling Velocity and Specific Gravity of Particle
Go
Verified Kinematic Viscosity given Settling Velocity with respect to Kinematic Viscosity
Go
Created Dynamic Viscosity given Kinematic Viscosity of Water
Go
Created Kinematic Viscosity given Settling Velocity within Transition Zone
Go
Created Kinematic Viscosity of Water given Dynamic Viscosity
Go
Created Kinematic Viscosity of Water given Reynold Number
Go
Created Kinematic Viscosity of Water given Settling Velocity of Spherical Particle
Go
Created Population by Kuichling's Formula given Quantity of Water
Go
Created Quantity of Water by Kuichling's Formula
Go
Created Chezy's Constant by Kutter's Formula
Go
Created Hydraulic Mean Depth given Chezy's Constant by Kutter's Formula
Go
Created Catchment Factor given Run-off in cm by Lacey's Formula
Go
Created Catchment Factor given Run-off in Inches by Lacey's Formula
Go
Created Monsoon Duration Factor given Run-off in cm by Lacey's Formula
Go
Created Monsoon Duration Factor given Run-off in Inches by Lacey's Formula
Go
Created Run-off in cm by Lacey's Formula
Go
Created Runoff in cm by Lacey's Formula given Catchment Factor
Go
Created Run-off in Inches by Lacey's Formula
Go
Created Runoff in Inches by Lacey's Formula given Class A catchment
Go
Verified Dynamic Viscosity of fluid given Terminal Fall Velocity
Go
Verified Specific Weight of Fluid given Terminal Fall Velocity
Go
23 More Laminar Flow Around A Sphere–Stokes’ Law Calculators
Go
Verified Flow Velocity given No Pressure Gradient
Go
Verified Horizontal Distance given Flow Velocity with No Pressure Gradient
Go
Verified Pressure Gradient given Flow Velocity
Go
9 More Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow Calculators
Go
Verified Distance between Plates given Pressure Head Drop
Go
Verified Distance between Plates given Shear Stress Distribution Profile
Go
Verified Length of Pipe given Pressure Head Drop
Go
Verified Maximum Velocity given Mean Velocity of Flow
Go
Verified Pressure Difference
Go
17 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators
Go
Created Angle of Internal Friction of Soil given Coefficient of Active Pressure
Go
Created Angle of Internal Friction of Soil given Coefficient of Passive Pressure
Go
Created Coefficient of Active Pressure given Angle of Internal Friction of Soil
Go
Created Coefficient of Active Pressure given Total Thrust from Soil for Level Surface
Go
Created Coefficient of Passive Pressure given Angle of Internal Friction of Soil
Go
Created Coefficient of Passive Pressure given Thrust of Soil that are Completely Restrained
Go
Created Height of Wall given Thrust of Soil that are Completely Restrained and Surface is Level
Go
Created Total Height of Wall given Total Thrust from Soil for Level Surface behind Wall
Go
Created Total Height of Wall given Total Thrust from Soil that are Completely Restrained
Go
Created Total Height of Wall given Total Thrust from Soil that are Free to move
Go
Created Total Thrust from Soil that are Completely Restrained
Go
Created Total Thrust from Soil that are Completely Restrained and Surface is Level
Go
Created Total Thrust from Soil that are Free to Move
Go
Created Total Thrust from Soil when Surface behind Wall is Level
Go
Created Unit Weight of Soil given Thrust of Soil that are Completely Restrained and Surface is Level
Go
Created Unit Weight of Soil given Total Thrust from Soil for Level Surface behind Wall
Go
Created Unit Weight of Soil given Total Thrust from Soil that are Completely Restrained
Go
Created Unit Weight of Soil given Total Thrust from Soil that are Free to move
Go
Created Coefficient of Passive Pressure given Thrust of Soil are Free to Move only Small Amount
Go
Created Cohesion of soil given Total Thrust from Soil that are Free to Move
Go
Created Cohesion of soil given Total Thrust from Soil with Small Angles of Internal Friction
Go
Created Height of Wall given Total Thrust of Soil that are Free to Move only Small Amount
Go
Created Total Thrust from Soil that are Free to Move only Small Amount
Go
Created Total Thrust from Soil that are Free to Move to Considerable Amount
Go
Created Total Thrust from Soil with Small Angles of Internal Friction
Go
Created Unit Weight of Soil given Total Thrust from Soil with Small Angles of Internal Friction
Go
Created Unit Weight of Soil given Total Thrust of Soil that are Free to Move only Small Amount
Go
Verified Bending Stress of Leaf Spring
Go
Verified Length given Bending Stress of Leaf Spring
Go
Verified Length given Maximum Bending Stress at Proof Load of Leaf Spring
Go
Verified Number of Plates given Bending Stress of Leaf Spring
Go
Verified Width given Proof Load on Leaf Spring
Go
16 More Leaf Spring Calculators
Go
Verified Length of Sedimentation Tank with respect to Darcy Weishbach Friction Factor
Go
Verified Length of Sedimentation Tank with respect to Height of Settling Zone for Practical Purpose
Go
Verified Length of Sedimentation Tank with respect to Surface Area
Go
Verified Length of Settling Zone given Detention Time
Go
Verified Length of Settling Zone given Height at Outlet Zone with respect to Discharge
Go
Verified Length of Settling Zone given Surface Area of Sedimentation Tank
Go
Verified Length of Settling Zone given Vertical Falling Speed in Sedimentation Tank
Go
Created Length of Tank given Detention Time
Go
Created Length of Tank given Flow Velocity
Go
Created Length of Tank given Overflow Rate
Go
Created Length of Tank given Settling Velocity
Go
Created Length of Tank given Settling Velocity of Particular Sized Particle
Go
Verified Sound Level in Bels
Go
Verified Sound Level in Decibels
Go
Verified Sound Pressure given Sound Level in Bels
Go
Verified Sound Pressure given Sound Level in Decibels
Go
Verified Standard Sound Pressure given Sound Level in Bels
Go
Verified Standard Sound Pressure given Sound Level in Decibels
Go
Created Activity Index of Soil
Go
Created Liquid Limit of Soil given Plasticity Index
Go
Created Liquidity Index of Soil
Go
Created Moisture Content of Soil given Liquidity Index
Go
Created Percent of Soil Finer than Clay Size given Activity Index
Go
Created Plastic Limit of Soil given Liquidity Index
Go
Created Plastic Limit of Soil given Plasticity Index
Go
Created Plastic Limit of Soil given Shrinkage Index
Go
Created Plasticity Index of Soil
Go
Created Plasticity Index of Soil given Activity Index
Go
Created Plasticity Index of Soil given Liquidity Index
Go
Created Shrinkage Index of Soil
Go
Created Shrinkage Limit of Soil given Shrinkage Index
Go
Verified Area of Flange for Braced Non-Compact Section for LFD
Go
Verified Depth of Section for Braced Non-Compact Section for LFD given Maximum Unbraced Length
Go
Verified Depth of Section for Compact Section for LFD given Minimum Web Thickness
Go
Verified Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Verified Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Verified Smaller Moment of unbraced length for Compact Section for LFD given Maximum Unbraced Length
Go
Verified Ultimate Moment of unbraced length for Compact Section given Maximum Unbraced Length
Go
Verified Width of Projection of Flange for Braced Non-Compact Section given Maximum Bending Moment
Go
Verified Width of Projection of Flange for Compact Section for LFD given Minimum Flange Thickness
Go
13 More Load Factor Design for Bridge Beams Calculators
Go
Created Bearing Capacity Factor Dependent on Cohesion for Case of Local Shear Failure
Go
Created Bearing Capacity Factor Dependent on Surcharge for Case of Local Shear Failure
Go
Created Bearing Capacity Factor Dependent on Unit Weight for Case of Local Shear Failure
Go
Created Cohesion of Soil given Net Ultimate Bearing Capacity for Local Shear Failure
Go
Created Effective Surcharge given Net Ultimate Bearing Capacity for Local Shear Failure
Go
Created Net Ultimate Bearing Capacity for Local Shear Failure
Go
Created Unit Weight of Soil under Strip Footing for Case of Local Shear Failure
Go
Created Width of Footing given Net Ultimate Bearing Capacity for Local Shear Failure
Go
Verified Depth given Average Longitudinal Shear Stress for Rectangular Section
Go
7 More Longitudinal Shear Stress for Rectangular Section Calculators
Go
Verified Radius given Average Longitudinal Shear Stress for Solid Circular Section
Go
5 More Longitudinal Shear Stress for Solid Circular Section Calculators
Go
Created Bed Slope of Sewer given Flow Velocity by Manning's Formula
Go
Created Flow Velocity by Manning's Formula
Go
Created Hydraulic Mean Depth given Flow Velocity by Manning's Formula
Go
Created Rugosity Coefficient given Flow Velocity by Manning's Formula
Go
Created Diameter of Pipe given Head loss by Manning Formula
Go
Created Diameter of Pipe given Velocity of Flow in Pipe by Manning Formula
Go
Created Head loss by Manning Formula
Go
Created Head loss by Manning Formula given Radius of Pipe
Go
Created Hydraulic Gradient by Manning Formula given Diameter
Go
Created Hydraulic Gradient given Velocity of Flow in Pipe by Manning Formula
Go
Created Length of Pipe by Manning Formula given Radius of Pipe
Go
Created Length of Pipe given Head loss by Manning Formula
Go
Created Manning's Coefficient by Manning Formula given Radius of Pipe
Go
Created Manning's Coefficient given Diameter of Pipe
Go
Created Manning's Coefficient given Head loss by Manning Formula
Go
Created Manning's Coefficient given Velocity of Flow
Go
Created Radius of Pipe given Head loss by Manning Formula
Go
Created Radius of Pipe given Velocity of Flow in Pipe by Manning Formula
Go
Created Velocity of Flow in Pipe by Manning Formula
Go
Created Velocity of Flow in Pipe by Manning Formula given Diameter
Go
Created Velocity of Flow in Pipe by Manning Formula given Radius of Pipe
Go
Created Velocity of Flow in Pipe given Head loss by Manning Formula
Go
Created Mass of Solids in Reactor
Go
Created Mass of Solids Leaving System Per Day
Go
Created Mass of Solids Removed with Effluent Per Day
Go
Created Mass of Solids Removed with Wasted Sludge Per Day
Go
Created Mass of Suspended Solids in System
Go
Verified Shear stress at neutral axis in triangular section
Go
Verified Transverse shear of triangular section given maximum shear stress
Go
6 More Maximum Stress of a Triangular Section Calculators
Go
Created Maximum Yield Coefficient
Go
Created Maximum Yield Coefficient given Mass of Wasted Activated Sludge
Go
Created Maximum Yield Coefficient given Reciprocal of Sludge Age
Go
Created Maximum Yield Coefficient given Sludge Age
Go
Created Microbial Mass Synthesis given Maximum Yield Coefficient
Go
Created Actual Tension given Tension Correction to Measured Length
Go
Created Correction to be Subtracted from Slope Distance
Go
Created Correction to be Subtracted from Slope Distance given difference in Elevation
Go
Created Measured Length for Tension Correction to Measured Length
Go
Created Measured Length given Correction to be Subtracted from Slope Distance
Go
Created Measured Length given Temperature Correction
Go
Created Tape Cross-Sectional Area for Tension Correction to Measured Length
Go
Created Tape Elasticity Modulus given Tension Correction to Measured Length
Go
Created Tape Standardized Tension given Tension Correction to Measured Length
Go
Created Temperature Correction to Measured Length
Go
Created Tension Correction to Measured Length
Go
4 More Measurement of Distance with Tapes Calculators
Go
Created Constant used in Metric Unit given Flood Discharge by Dicken's Formula
Go
Created Constant used in Metric Unit given Flood Discharge by Fanning's Formula
Go
Created Constant used in Metric Unit given Flood Discharge by Fuller's Formula
Go
Created Constant used in Metric Unit given Flood Discharge by Nawab Jang Bahadur Formula
Go
Created Constant used in Metric Unit given Flood Discharge for Madras Catchment
Go
Created Angle of Internal Friction given Bearing Capacity Factors
Go
Created Bearing Capacity Factor Dependent on Surcharge given Angle of Internal Friction
Go
Created Bearing Capacity Factor Dependent on Surcharge given Unit Weight Bearing Capacity Factor
Go
Created Bearing Capacity Factor Dependent on Unit Weight Given Angle of Internal Friction
Go
Created Length of Footing given Angle of Shearing Resistance by Meyerhof's Analysis
Go
Created Plane Strain Angle of Shearing Resistance by Meyerhof's Analysis
Go
Created Triaxial Angle of Shearing Resistance by Meyerhof's Analysis
Go
Created Width of Footing given Angle of Shearing Resistance by Meyerhof's Analysis
Go
Created Cohesion of Soil given Normal Stress 1 during Shear Failure
Go
Created Depth of Footing given Angle of Inclination from Horizontal
Go
Created Depth of Footing given Angle of Shearing Resistance
Go
Created Depth of Footing given Effective Angle of Shearing Resistance
Go
Created Depth of Footing given Normal Stress 1
Go
Created Depth of Footing given Normal Stress 3
Go
Created Intensity of Loading given Minimum Depth of Foundation
Go
Created Major Stress during Shear Failure by Rankine Analysis
Go
Created Minimum Depth of Foundation given Intensity of Loading
Go
Created Normal Stress 1 during Shear Failure for Cohesionless Soil
Go
Created Normal Stress 1 given Unit Weight of Soil
Go
Created Normal Stress 3 during Shear Failure by Rankine Analysis
Go
Created Normal Stress 3 given Unit Weight of Soil
Go
Created Ultimate Bearing Capacity given Angle of Shearing Resistance
Go
Created Ultimate Bearing Capacity provided Angle of Inclination from Horizontal
Go
Created Unit Weight of Soil given Angle of Inclination from Horizontal
Go
Created Unit Weight of Soil given Angle of Shearing Resistance
Go
Created Unit Weight of Soil given Intensity of Loading
Go
Created Unit Weight of Soil given Normal Stress 1
Go
Created Unit Weight of Soil given Normal Stress 3
Go
Created Chezy's Constant given Friction Factor
Go
Created Chezy's Constant given Self Cleansing Velocity
Go
Created Cross Sectional Area of Flow given Hydraulic Mean Radius of Channel
Go
Created Friction Factor given Self Cleansing Velocity
Go
Created Rugosity Coefficient given Self Cleansing Velocity
Go
Created Unit Weight of Water given Hydraulic Mean Depth
Go
Created MLSS given Sludge Recirculation Rate
Go
Created MLSS given Sludge Recirculation Ratio
Go
Created MLSS given Sludge Volume Index and Recirculation Ratio
Go
Created MLSS given SVI and Sewage Discharge
Go
Created MLSS in Returned or Wasted Sludge given Sludge Recirculation Flow
Go
Created MLSS in Returned or Wasted Sludge given Sludge Recirculation Ratio
Go
Created MLSS in Returned or Wasted Sludge given Sludge Volume Index
Go
MLSS (6)
Created Mixed Liquor Suspended Solids given Sludge Age
Go
Created MLSS given Concentration of Solids
Go
Created MLSS given Mass of Solids in Reactor
Go
Created MLSS given Mass of Wasted Activated Sludge
Go
Created MLSS given Sludge Age
Go
Created MLSS given Specific Substrate Utilisation Rate Per Day
Go
Created MLSS Returned given Oxygen Demand and Ultimate BOD Both
Go
Created MLSS Returned given Oxygen Demand of Biomass
Go
Created MLSS Returned given Oxygen Required in Aeration Tank
Go
Created MLSS Returned given Ultimate BOD
Go
Created Difference between Modified Drawdowns given Aquifer Constant
Go
Created Modified Drawdown in Well 1
Go
Created Modified Drawdown in Well 1 given Aquifer Constant
Go
Created Modified Drawdown in Well 2
Go
Created Modified Drawdown in Well 2 given Aquifer Constant
Go
Created Diameter of Particle given Maximum Critical Scour Velocity
Go
Created Diameter of Particle given Minimum Critical Scour Velocity
Go
Created Maximum Critical Scour Velocity
Go
Created Minimum Critical Scour Velocity
Go
Created Specific Gravity given Maximum Critical Scour Velocity
Go
Created Specific Gravity given Minimum Critical Scour Velocity
Go
Verified Rate of Flow through Propeller
Go
21 More Momentum Theory of Propellers Calculators
Go
Verified Axial Tension or load given Individual stiffness of mooring line
Go
Verified Elongation in mooring line given individual stiffness of mooring line
Go
Verified Individual Stiffness of Mooring Line
Go
9 More Mooring Calculators
Go
Verified Relative Cost given Yield Stress
Go
Verified Relative Weight for Designing Fabricated Plate Girders
Go
Verified Relative Weight given Yield Stresses
Go
Verified Yield Stress Fy2 given Relative Cost
Go
Verified Yield Stress Fy2 given Relative Weight
Go
Verified Yield Stress Fy2 given Relative Weight for Designing Fabricated Plate Girders
Go
Verified Yield Stress given Relative Cost
Go
Verified Yield Stress given Relative Weight
Go
Verified Yield Stress given Relative Weight for Designing Fabricated Plate Girders
Go
15 More Most Economic Steel Structure Calculators
Go
Created Duration of Fire given Quantity of Water
Go
Created Period of Occurrence of Fire given Quantity of Water
Go
Created Population given Quantity of Water by Government of India Manual
Go
Created Quantity of Water by National Board of Fire Underwriters
Go
Created Quantity of water given duration of fire
Go
Created Depth of Footing given Net Pressure Intensity
Go
Created Effective Surcharge given Net Pressure Intensity
Go
Created Net Pressure Intensity
Go
Verified Distance between Source and Barrier given Noise Reduction in Decibels
Go
Verified Height of Barrier Wall given Noise Reduction in Decibels
Go
Verified Noise Reduction in Decibels
Go
Verified Wavelength of Sound given Noise Reduction in Decibels
Go
Created Bearing Capacity Factor Dependent on Surcharge for Circular Footing
Go
Created Bearing Capacity Factor Dependent on Surcharge for Square Footing
Go
Created Bearing Capacity Factor Dependent on Surcharge for Strip Footing
Go
Created Bearing Capacity Factor Dependent on Unit Weight for Circular Footing
Go
Created Bearing Capacity Factor Dependent on Unit Weight for Square Footing
Go
Created Bearing Capacity Factor Dependent on Unit Weight for Strip Footing
Go
Created Bearing Capacity of Non Cohesive Soil for Circular Footing
Go
Created Bearing Capacity of Non Cohesive Soil for Square Footing
Go
Created Bearing Capacity of Non Cohesive Soil for Strip Footing
Go
Created Diameter of Circular Footing given Bearing Capacity
Go
Created Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Circular Footing
Go
Created Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Square Footing
Go
Created Effective Surcharge given Bearing Capacity of Non Cohesive Soil for Strip Footing
Go
Created Unit Weight of Non Cohesive Soil given Bearing Capacity of Circular Footing
Go
Created Unit Weight of Non Cohesive Soil given Bearing Capacity of Square Footing
Go
Created Unit Weight of Non Cohesive Soil given Bearing Capacity of Strip Footing
Go
Created Width of Square Footing given Bearing Capacity
Go
Created Width of Strip Footing given Bearing Capacity
Go
Created Angle of Inclination given Normal Stress Component
Go
Created Depth of Prism given Normal Stress Component
Go
Created Normal Stress Component given Unit Weight of Soil
Go
Created Normal Stress Component given Vertical Stress
Go
Created Unit Weight of Soil given Normal Stress Component
Go
Created Vertical Stress on Surface of Prism given Normal Stress Component
Go
Verified 28-day Compressive Strength of Concrete given Force in Slab
Go
Verified Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges
Go
Verified Reduction Factor given Minimum Number of Connectors in Bridges
Go
15 More Number of Connectors in Bridges Calculators
Go
Created Correction factor for difference between saturation and operation dissolved oxygen
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 Dissolved Oxygen Level
Go
Created Area of Filter given Organic Loading
Go
Created Filter Length given Organic Loading
Go
Created Organic Loading to Trickling Filter
Go
Verified Organic Loading using Hydraulic Retention Time
Go
Verified Organic Matter Present at Start of BOD
Go
Verified Organic Matter Present at Start of BOD given Total Amount of Organic Matter Oxidised
Go
Verified Coefficient of Velocity given Coefficient of Discharge
Go
10 More Orifice Meter Calculators
Go
Created Departure given Distance in Feet
Go
Created Departure given Distance in Kilometers
Go
Created Departure given Distance in Miles
Go
Created Displacement given Distance in Feet
Go
Created Displacement given Distance in Kilometers
Go
Created Displacement given Distance in Miles
Go