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Calculators Created by Suraj Kumar
Suraj Kumar
Birsa Institute of Technology
(BIT)
,
Sindri
https://www.linkedin.com/in/suraj-kumar-517448171
2421
Formulas Created
639
Formulas Verified
455
Across Categories
List of Calculators by Suraj Kumar
Following is a combined list of all the calculators that have been created and verified by Suraj Kumar. Suraj Kumar has created 2421 and verified 639 calculators across 455 different categories till date.
Deflection
(1)
Verified
Deflection when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
3 More Deflection Calculators
Go
Mean Velocity of Flow
(1)
Verified
Mean Velocity of Flows
Go
4 More Mean Velocity of Flow Calculators
Go
Adjustment Factors for Design Values
(5)
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
Allowable Stress Design for Shear in Bridges
(1)
Verified
Allowable Shear stress in Bridges
Go
2 More Allowable Stress Design for Shear in Bridges Calculators
Go
Aquifer Constant
(3)
Created
Aquifer Constant
Go
Created
Aquifer Constant when Difference in Drawdowns at Two Wells is Given
Go
Created
Aquifer Constant when Drawdown in Well is Given
Go
Aquifer Constant
(2)
Created
Aquifer Constant given Difference Between Modified Drawdowns
Go
Created
Aquifer Constant when Modified Drawdown is Given
Go
Aquifer Discharge
(7)
Created
Discharge from Two Wells with Base 10
Go
Created
Discharge given Length of the 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 when Coefficient of Permeability is Given
Go
Created
Rate of Flow when Flow Velocity is Given
Go
Aquifer Discharge
(10)
Created
Confined Aquifer Discharge given Coefficient of Transmissibility
Go
Created
Confined Aquifer Discharge given Drawdown at the Well
Go
Created
Confined Aquifer Discharge when Coefficient of Transmissibility and Depth of Water is Given
Go
Created
Confined Aquifer Discharge when Depth of Water in Two Wells are Given
Go
Created
Confined Aquifer Discharge with Base 10 given Coefficient of Transmissibility
Go
Created
Confined Aquifer Discharge with Base 10 given Drawdown at the Well
Go
Created
Discharge in Confined Aquifer
Go
Created
Discharge in Confined Aquifer when Coefficient of Transmissibility is Given
Go
Created
Discharge in Confined Aquifer with Base 10
Go
Created
Discharge in Confined Aquifer with Base 10 when Coefficient of Transmissibility is Given
Go
Aquifer Loss
(3)
Created
Aquifer Loss Coefficient
Go
Created
Aquifer Loss given Drawdown
Go
Created
Aquifer Loss when Aquifer Loss Coefficient is Given
Go
Aquifer Thickness
(3)
Created
Thickness of Aquifer for Discharge in Unconfined Aquifer with Base 10
Go
Created
Thickness of Aquifer given Drawdown Value measured at the Well
Go
Created
Thickness of Aquifer when Discharge in Unconfined Aquifer is Given
Go
Aquifer Thickness
(9)
Created
Aquifer Thickness from Impermeable Layer when Coefficient of Transmissibility is Given
Go
Created
Aquifer Thickness from Impermeable Layer when Coefficient of Transmissibility with Base 10 is Given
Go
Created
Aquifer Thickness from Impermeable Layer when Discharge in Confined Aquifer is Given
Go
Created
Aquifer Thickness from Impermeable Layer when Discharge in Confined Aquifer with Base 10 is Given
Go
Created
Aquifer Thickness given Confined Aquifer Discharge
Go
Created
Aquifer Thickness given Confined Aquifer Discharge with Base 10
Go
Created
Aquifer Thickness when Depth of Water in Two Wells are Given
Go
Created
Thickness of Confined Aquifer when Discharge in Confined Aquifer is Given
Go
Created
Thickness of Confined Aquifer when Discharge in Confined Aquifer with Base 10 is Given
Go
Aquifer Thickness
(2)
Created
Thickness of Aquifer from Impermeable Layer when Drawdown in Well 1 is Given
Go
Created
Thickness of Aquifer from Impermeable Layer when Drawdown in Well 2 is Given
Go
Aquifer Thickness
(2)
Created
Thickness of Aquifer from Impermeable Layer when Modified Drawdown in Well 1 is Given
Go
Created
Thickness of Aquifer from Impermeable Layer when Modified Drawdown in Well 2 is Given
Go
Area of Basin
(3)
Created
Area of Basin given Flood Discharge by Dicken's Formula in FPS unit
Go
Created
Area of Basin when Flood Discharge by Dicken's Formula for Northern India is Given
Go
Created
Area of Basin when Flood Discharge by Dicken's Formula is Given
Go
Area of Cross-section of Circular Sewer
(6)
Created
Area of Cross-section for Full Flow when Hydraulic Mean Depth and Discharge Ratio is Given
Go
Created
Area of Cross-section for Full Flow when Only Discharge Ratio is Given
Go
Created
Area of Cross-section for Full Flow when Only Hydraulic Mean Depth Ratio is Given
Go
Created
Area of Cross-section for Partial Flow when Hydraulic Mean Depth and Discharge Ratio is Given
Go
Created
Area of Cross-section for Partial Flow when Only Discharge Ratio is Given
Go
Created
Area of Cross-section for Partial Flow when Only Hydraulic Mean Depth Ratio is Given
Go
Area of Filter
(3)
Created
Area of Filter when Hydraulic Loading is Given
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
Area of Sedimentation Tank
(9)
Verified
Area of Tank when Height at Outlet Zone with respect to Area of Tank is Given
Go
Verified
Area of Tank when Ratio of Removal with respect to Discharge is Given
Go
Verified
Area of Tank when Vertical Falling Speed in Sedimentation Tank with respect to Area is Given
Go
Verified
Area of the Tank for Discharge Rate with respect to Settling Velocity
Go
Verified
Cross Sectional Area of Sedimentation Tank
Go
Verified
Cross Sectional Area when Length of Sedimentation Tank with respect to Surface Area is Given
Go
Verified
Cross Sectional Area when Surface Area with respect to Darcy Weishbach Friction Factor is Given
Go
Verified
Cross Sectional Area when Surface Area with respect to Settling Velocity is Given
Go
Verified
Cross Sectional Area with respect to Surface Area for Practical Purpose
Go
Area of Tank
(3)
Created
Cross-section Area of Tank with known velocity of flow of water
Go
Created
Plan Area when Settling Velocity is Given
Go
Created
Plan Area when Settling Velocity of Particular Sized Particle is Given
Go
Arithmetic Increase Method
(10)
Created
Average Increment for a Decade when Future Population at End of 2 Decades is Given
Go
Created
Average Increment for a Decade when Future Population at End of 3 Decades is Given
Go
Created
Average Increment for a Decade when Future Population is Given
Go
Created
Future Population at the End of 2 Decades
Go
Created
Future Population at the End of 3 Decades
Go
Created
Future Population at the End of n Decades
Go
Created
Number of Decades when Future Population is Given
Go
Created
Present Population when Future Population at the End of 2 Decades is Given
Go
Created
Present Population when Future Population at the End of 3 Decades is Given
Go
Created
Present Population when Future Population at the End of n Decades is Given
Go
Average Daily Influent Flow Rate
(1)
Verified
Average Daily Influent Flow Rate given Organic Loading
Go
6 More Average Daily Influent Flow Rate Calculators
Go
Bazin's Formula
(3)
Created
Bazin's Constant Chezy's Constant by Bazin's Formula
Go
Created
Chezy's Constant by Bazin's Formula
Go
Created
Hydraulic Mean Depth when Chezy's Constant by Bazin's Formula is Given
Go
Bearing Area Factor
(2)
Created
Bearing Area Factor
Go
Created
Bearing Length given Bearing Area Factor
Go
1 More Bearing Area Factor Calculators
Go
Bearing Capacity Factor
(9)
Created
Bearing Capacity Factor Dependent on Cohesion when Effective Surcharge is Given
Go
Created
Bearing Capacity Factor Dependent on Cohesion when Safe Bearing Capacity is Given
Go
Created
Bearing Capacity Factor Dependent on Cohesion when Ultimate Bearing Capacity is Given
Go
Created
Bearing Capacity Factor Dependent on Surcharge when Effective Surcharge is Given
Go
Created
Bearing Capacity Factor Dependent on Surcharge when Safe Bearing Capacity is Given
Go
Created
Bearing Capacity Factor Dependent on Surcharge when Ultimate Bearing Capacity is Given
Go
Created
Bearing Capacity Factor Dependent on Weight when Effective Surcharge is Given
Go
Created
Bearing Capacity Factor Dependent on Weight when Safe Bearing Capacity is Given
Go
Created
Bearing Capacity Factor Dependent on Weight when Ultimate Bearing Capacity is Given
Go
Bearing Capacity of Soils
(23)
Created
Depth of Footing when Effective Surcharge is Given
Go
Created
Depth of Footing when Net Ultimate Bearing Capacity is Given
Go
Created
Depth of Footing when Safe Bearing Capacity is Given
Go
Created
Depth of Footing when Ultimate Bearing Capacity is Given
Go
Created
Effective Surcharge when Depth of Footing is Given
Go
Created
Effective Surcharge when Factor of Safety is Given
Go
Created
Effective Surcharge when Ultimate Bearing Capacity is Given
Go
Created
Factor of Safety when Net Safe Bearing Capacity is Given
Go
Created
Factor of Safety when Safe Bearing Capacity is Given
Go
Created
Factor of Safety when Ultimate Bearing Capacity is Given
Go
Created
Net Safe Bearing Capacity
Go
Created
Net Safe Bearing Capacity when Safe Bearing Capacity is Given
Go
Created
Net Safe Bearing Capacity when Ultimate Bearing Capacity is Given
Go
Created
Net Ultimate Bearing Capacity when Depth of Footing is Given
Go
Created
Net Ultimate Bearing Capacity when Net Safe Bearing Capacity is Given
Go
Created
Net Ultimate Bearing Capacity when Safe Bearing Capacity is Given
Go
Created
Net Ultimate Bearing Capacity when Ultimate Bearing Capacity is Given
Go
Created
Safe Bearing Capacity
Go
Created
Safe Bearing Capacity when Net Ultimate Bearing Capacity is Given
Go
Created
Ultimate Bearing Capacity
Go
Created
Ultimate Bearing Capacity of Soil under Long Footing at Surface of Soil
Go
Created
Ultimate Bearing Capacity when Depth of Footing is Given
Go
Created
Ultimate Bearing Capacity when Factor of Safety is Given
Go
Bearing on Milled Surfaces
(1)
Verified
Steel Yield Strength for milled surface
Go
5 More Bearing on Milled Surfaces Calculators
Go
Bed Slope of Circular Sewer
(5)
Created
Bed Slope for Full Flow when Bed Slope for Partial Flow is Given
Go
Created
Bed Slope for Full Flow when Velocity Ratio is Given
Go
Created
Bed Slope for Partial Flow
Go
Created
Bed Slope for Partial Flow when Velocity Ratio is Given
Go
Created
Ratio of Bed Slope when Velocity Ratio is Given
Go
Bending Stresses
(1)
Verified
Live Load Moment given Stress in Steel for Unshored Members
Go
9 More Bending Stresses Calculators
Go
Biodegradable Oxygen Demand
(3)
Created
BOD5 Load when Organic Loading is Given
Go
Created
BOD5 of Influent Wastewater to Trickling Filter
Go
Created
BOD5 of Settled Effluent from Trickling Filter
Go
Biodegradable Oxygen Demand BOD
(3)
Verified
BOD in Sewage
Go
Verified
BOD of Industry when Population Equivalent is Given
Go
Verified
BOD when Dilution Factor is Given
Go
Bishop's Method of Stability Analysis
(22)
Created
Change in Normal Stress when Overall Pore Pressure Coefficient is Given
Go
Created
Change in Pore Pressure when Overall Pore Pressure Coefficient is Given
Go
Created
Effective Angle of Internal Friction when Shear Force in Bishop's Analysis is Given
Go
Created
Effective Angle of Internal Friction when Shear Strength is Given
Go
Created
Effective Cohesion of Soil given Normal Stress on the Slice
Go
Created
Effective Cohesion of Soil when Shear Force in Bishop's Analysis is Given
Go
Created
Effective Stress on the Slice
Go
Created
Factor of Safety Given by Bishop
Go
Created
Factor of Safety when Shear Force in Bishop's Analysis is Given
Go
Created
Height of Slice when Pore Pressure Ratio is Given
Go
Created
Horizontal Distance of Slice from Centre of Rotation
Go
Created
Length of the Arc of the Slice
Go
Created
Length of the Arc of the Slice when Effective Stress is Given
Go
Created
Length of the Arc of the Slice when Shear Force in Bishop's Analysis is Given
Go
Created
Normal Stress on the Slice
Go
Created
Normal Stress on the Slice given Shear Strength
Go
Created
Radius of Arc when Total Shear Force on the 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 when Total Shear Force on the Slice is Given
Go
Created
Unit weight of Soil when Pore Pressure Ratio is Given
Go
Created
Weight of Slice when Total Normal Force Acting on the Slice is Given
Go
BOD to Ultimate BOD
(3)
Created
Ratio of BOD to Ultimate BOD
Go
Created
Ratio of BOD to Ultimate when Oxygen Demand of Biomass is Given
Go
Created
Ratio of BOD to Ultimate when Oxygen Required in Aeration Tank is Given
Go
BOD5
(3)
Created
BOD5 when Oxygen Required in Aeration Tank is Given
Go
Created
BOD5 when Ratio of BOD to Ultimate BOD is 0.68
Go
Created
BOD5 when Ratio of BOD to Ultimate BOD is Given
Go
Braking Distance
(1)
Verified
Breaking Distance
Go
5 More Braking Distance Calculators
Go
Buoyancy Force and Center of Buoyancy
(3)
Verified
Buoyant Force on Entire Submerged Body
Go
Verified
Total Buoyant Force when Volumes of the Elementary Prism Submerged in Fluids is given
Go
Verified
Volume of Submerged Body When Buoyant Force on Entire Submerged Body is given
Go
9 More Buoyancy Force and Center of Buoyancy Calculators
Go
Burkli Ziegler Formula
(5)
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
Buston's Formula
(2)
Created
Population by Buston's Formula given Quantity of Water
Go
Created
Quantity of Water by Buston's Formula
Go
Buttress Dams
(2)
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
Capacity of Distribution Reservoir
(14)
Created
Average Domestic Demand when Total Storage Capacity is Given
Go
Created
Average Domestic Demand when Value of McDonald Coefficient is Given
Go
Created
Capacity of Pump when Total Storage Capacity is Given
Go
Created
Capacity of Pump when Value of McDonald Coefficient is Given
Go
Created
Duration of Fire when we have Reserve Storage
Go
Created
Fire Demand when Total Storage Capacity is Given
Go
Created
Fire Demand when Value of McDonald Coefficient is Given
Go
Created
Fire Demand when we have Reserve Storage
Go
Created
McDonald Coefficient a when Total Storage Capacity is Given
Go
Created
McDonald Coefficient b when Total Storage Capacity is Given
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 when Value of McDonald Coefficient is Given
Go
Catchment Area
(15)
Created
Catchment Area for Flood Discharge of Madras Catchment
Go
Created
Catchment Area given Flood Discharge within 24 km from Coast
Go
Created
Catchment Area in FPS Unit when Average Value of Constant is Given
Go
Created
Catchment Area when Average Value of Constant is Given
Go
Created
Catchment Area when Discharge in FPS Unit for Area within 24 KM to 161 KM from the Coast is Given
Go
Created
Catchment Area when Flood Discharge by Fanning's Formula is Given
Go
Created
Catchment Area when Flood Discharge for Area within 24 KM from the Coast is Given
Go
Created
Catchment Area when Flood Discharge for Area within 24 KM to 161 KM from the Coast is Given
Go
Created
Catchment Area when Flood Discharge for Catchment of Former Bombay Presidency is Given
Go
Created
Catchment Area when Flood Discharge for Limited Area Near Hills is Given
Go
Created
Catchment Area when Flood Discharge for Madras Catchment is Given
Go
Created
Catchment Area when Flood Discharge in FPS Unit by Fanning's Formula is Given
Go
Created
Catchment Area when Flood Discharge in FPS Unit by Inglis Formula is Given
Go
Created
Catchment Area when Flood Discharge in FPS Unit for Limited Area Near Hills is Given
Go
Created
Catchment Area when Flood Discharge is Given
Go
Centrifugal Acceleration Force
(3)
Created
Bowl Radius when Centrifugal Acceleration Force is Given
Go
Created
Centrifugal Acceleration Force in Centrifuge
Go
Created
Rotational Speed of Centrifuge when Centrifugal Acceleration Force is Given
Go
Channel Flow Time
(4)
Created
Channel Flow Time Or Gutter Flow Time
Go
Created
Length of the Drain when Channel Flow Time is Given
Go
Created
Peak Rate of Runoff from Nawab Jung Bahadur Formula
Go
Created
Velocity in the Drain when Channel Flow Time is Given
Go
Characteristic Well Losses
(5)
Created
Coefficient of Permeability when Aquifer Loss Coefficient is Given
Go
Created
Discharge when Aquifer Loss is Given
Go
Created
Drawdown given Well Loss
Go
Created
Radius of Influence when Aquifer Loss Coefficient is Given
Go
Created
Radius of Well given Aquifer Loss Coefficient
Go
Characteristics of Sound and its Measurements
(2)
Verified
Temperature in Kelvin when Speed of Sound is Given
Go
Verified
Wavelength of Wave
Go
Chezy's Formula
(6)
Created
Chezy's Constant when Velocity of Flow by Chezy's Formula is Given
Go
Created
Hydraulic Gradient when Velocity of Flow by Chezy's Formula is Given
Go
Created
Hydraulic Mean Radius of Channel
Go
Created
Hydraulic Mean Radius of Channel when Velocity of Flow by Chezy's Formula is Given
Go
Created
Velocity of Flow by Chezy's Formula
Go
Created
Wetted Perimeter with known Hydraulic Mean Radius of Channel
Go
Chow's Function
(3)
Created
Chow's Function given Drawdown
Go
Created
Chow's Function when Constant dependent on Well Function is Given
Go
Created
Chow's Function when Well Function is Given
Go
Circular section
(1)
Verified
Diameter of Section when flow depth in most efficient channel is Given
Go
19 More Circular section Calculators
Go
Circular Sewer Section Running Full
(7)
Created
Area of Cross-section when Central Angle is established
Go
Created
Area of Cross-section when Discharge is Given
Go
Created
Diameter of pipe given Area of Cross-section
Go
Created
Diameter of the pipe when Hydraulic Mean Depth is established
Go
Created
Discharge when Pipe is Running Full
Go
Created
Hydraulic Mean Depth when Central Angle is established
Go
Created
Velocity while Running Full when Discharge is Given
Go
Circular Sewer Section Running Partially Full
(12)
Created
Area of Cross-section while Running Partially Full when Discharge is Given
Go
Created
Area of Cross-section while Running Partially Full when Proportionate Area is Given
Go
Created
Area of Cross-section while Running Partially Full when Proportionate Discharge is Given
Go
Created
Discharge when Pipe Running Partially Full
Go
Created
Discharge when Pipe Running Partially Full when Proportionate Discharge is Given
Go
Created
Hydraulic Mean Depth while Running Partially Full when Only Proportionate Velocity is Given
Go
Created
Hydraulic Mean Depth while Running Partially Full when Proportionate Hydraulic Mean Depth is Given
Go
Created
Hydraulic Mean Depth while Running Partially Full when Proportionate Velocity is Given
Go
Created
Roughness Coefficient while Running Partially Full when Proportionate Velocity is Given
Go
Created
Velocity while Running Partially Full when Discharge is Given
Go
Created
Velocity while Running Partially Full when Proportionate Discharge is Given
Go
Created
Velocity while Running Partially Full when Proportionate Velocity is Given
Go
Close-Coiled Helical Spring
(1)
Verified
Load given Total Maximum Shear Stress for a close coiled helical spring having axial pull
Go
7 More Close-Coiled Helical Spring Calculators
Go
Coefficient of Drag
(6)
Created
Coefficient of Drag for Transition Settling
Go
Created
Coefficient of Drag for Transition Settling when Reynold Number is Given
Go
Created
Coefficient of Drag given Settling Velocity of Spherical Particle
Go
Created
Coefficient of Drag when Drag Force Offered by the Fluid is Given
Go
Created
Coefficient of Drag when Reynold Number is Given
Go
Created
Coefficient of Drag when Settling Velocity is Given
Go
Coefficient of Permeability
(8)
Created
Coefficient of Permeability given Discharge and Length of the Strainer
Go
Created
Coefficient of Permeability given Radius of Influence
Go
Created
Coefficient of Permeability when Discharge from Two Wells with Base 10 is Given
Go
Created
Coefficient of Permeability when Discharge in Unconfined Aquifer is Given
Go
Created
Coefficient of Permeability when Discharge in Unconfined Aquifer with Base 10 is Given
Go
Created
Coefficient of Permeability when Discharge of Two Wells under Consideration is Given
Go
Created
Coefficient of Permeability when Flow Velocity is Given
Go
Created
Coefficient of Permeability when Rate of Flow is Given
Go
Coefficient of Permeability
(5)
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 when Depth of Water in Two Wells are Given
Go
Created
Coefficient of Permeability when Discharge in Confined Aquifer is Given
Go
Created
Coefficient of Permeability when Discharge in Confined Aquifer with Base 10 is Given
Go
Coefficient of Transmissibility
(5)
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 when Depth of Water in Two Wells are Given
Go
Created
Coefficient of Transmissibility when Discharge in Confined Aquifer with Base 10 is Given
Go
Created
Coefficient of Transmissibility when Discharge is Given
Go
Cohesionless Soil
(13)
Created
Angle of Inclination when Factor of Safety against Sliding is Given
Go
Created
Angle of Inclination when Shear Strength of Soil is Given
Go
Created
Angle of Internal Friction when Factor of Safety against Sliding is Given
Go
Created
Angle of Internal Friction when Normal Stress of Cohesionless Soil is Given
Go
Created
Angle of Internal Friction when Shear Strength of Cohesionless Soil is Given
Go
Created
Angle of Internal Friction when Shear Strength of Soil is Given
Go
Created
Factor of Safety against Sliding when Angle of Internal Friction is Given
Go
Created
Normal Stress when Shear Strength of Cohesionless Soil is Given
Go
Created
Normal Stress when Shear Stress of Cohesionless Soil is Given
Go
Created
Shear Strength of Cohesionless Soil
Go
Created
Shear Strength of Soil when Angle of Internal Friction is Given
Go
Created
Shear Stress of Soil given Angle of Internal Friction
Go
Created
Shear Stress when Normal Stress of Cohesionless Soil is Given
Go
Cohesive Soil
(25)
Created
Cohesion of Soil when Factor of Safety for Cohesive Soil is Given
Go
Created
Cohesion of Soil when Factor of Safety with Respect to Cohesion is Given
Go
Created
Cohesion of Soil when Mobilised Cohesion is Given
Go
Created
Cohesion when Critical Depth for Cohesive Soil is Given
Go
Created
Cohesion when Factor of Safety for Cohesive Soil is Given
Go
Created
Cohesion when Shear Strength of Cohesive Soil is Given
Go
Created
Cohesion when Stability Number for Cohesive Soil is Given
Go
Created
Critical Depth for Cohesive Soil
Go
Created
Critical Depth for Cohesive Soil when Factor of Safety with Respect to Cohesion is Given
Go
Created
Critical Depth when Stability Number for Cohesive Soil is Given
Go
Created
Depth at which Mobilised Cohesion is Considered when Critical Depth is Given
Go
Created
Depth at which Mobilised Cohesion is Considered when Stability Number is Given
Go
Created
Depth at which Mobilised Cohesion is Given
Go
Created
Depth of Prism given Factor of Safety for Cohesive Soil
Go
Created
Mobilised Cohesion
Go
Created
Mobilised Cohesion when Stability Number for Cohesive Soil is Given
Go
Created
Normal Stress when Factor of Safety for Cohesive Soil is Given
Go
Created
Normal Stress when Shear Strength of Cohesive Soil is Given
Go
Created
Shear Strength of Cohesive Soil
Go
Created
Shear Stress when Factor of Safety for Cohesive Soil is Given
Go
Created
Unit Weight of Soil when Critical Depth for Cohesive Soil is Given
Go
Created
Unit Weight of Soil when Factor of Safety for Cohesive Soil is Given
Go
Created
Unit Weight of Soil when Factor of Safety with Respect to Cohesion is Given
Go
Created
Unit Weight of Soil when Mobilised Cohesion is Given
Go
Created
Unit Weight of Soil when Stability Number for Cohesive Soil is Given
Go
Cohesive Soil
(13)
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 when Value of Bearing Capacity Factor is Given
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 when Value of Bearing Capacity Factor is Given
Go
Created
Cohesion of Soil when Bearing Capacity for Circular Footing is Given
Go
Created
Cohesion of Soil when Bearing Capacity for Square Footing is Given
Go
Created
Effective Surcharge for Circular Footing when Value of Bearing Capacity Factor is Given
Go
Created
Effective Surcharge when Bearing Capacity for Circular Footing is Given
Go
Created
Effective Surcharge when Bearing Capacity for Square Footing is Given
Go
Created
Length of Footing when Bearing Capacity for Square Footing is Given
Go
Created
Width of Footing when Bearing Capacity for Square Footing is Given
Go
Combined Axial and Bending Loads
(2)
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
Compaction equipment
(10)
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
Compression
(1)
Created
Youngs modulus of concrete
Go
20 More Compression Calculators
Go
Compression on Oblique Plane
(2)
Created
Pressure at AC
Go
Created
Pressure at BC
Go
1 More Compression on Oblique Plane Calculators
Go
Computation of Runoff
(6)
Created
Mean Temperature in Entire Catchment when Run-off in cm is Given
Go
Created
Mean Temperature in Entire Catchment when Run-off is Given
Go
Created
Rainfall Intensity when Runoff Coefficient is Given
Go
Created
Runoff Coefficient when Rainfall Intensity is Given
Go
Created
Run-off Coefficient when Run-off is Given
Go
Created
Run-off when Run-off Coefficient is Given
Go
Computation of Uniform Flow
(4)
Verified
Area of Channel Section by Manning's Formula
Go
Verified
Chezy Constant when Discharge is Given
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
Concentration of Solids
(5)
Created
Concentration of Solids in the Effluent when Mass of the Solids Removed is Given
Go
Created
Concentration of Solids in the Effluent when Sludge Age is Given
Go
Created
Concentration of Solids in the Returned Sludge
Go
Created
Concentration of Solids in the Returned Sludge when MLSS is Given
Go
Created
Concentration of Solids in the Returned Sludge when Sludge Age is Given
Go
Constant Depending upon Base Soil
(8)
Created
Constant Depending upon Soil at Base of Well
Go
Created
Constant Depending upon Soil at Base of Well when Clay Soil is Given
Go
Created
Constant Depending upon Soil at Base of Well when Discharge from a Well is Given
Go
Created
Constant Depending upon Soil at Base of Well when Fine Sand is Given
Go
Created
Constant Depending upon Soil at Base of Well when Specific Capacity is Given
Go
Created
Constant Depending upon Soil at Base of Well with Base 10
Go
Created
Constant Depression Head when Discharge and Time in Hours is Given
Go
Created
Constant Depression Head when Discharge from a Well is Given
Go
Constant Level Pumping Test
(4)
Created
Mean Velocity of Water Percolating into the Well
Go
Created
Percolation Intensity Coefficient when Discharge is Given
Go
Created
Time in Hours when Specific Capacity of an Open Well is Given
Go
Created
Time in Hours when Specific Capacity of an Open Well with Base 10 is Given
Go
Crimp and Burge's Formula
(3)
Created
Bed Slope of the Sewer when Flow Velocity by Crimp and Burge's Formula is Given
Go
Created
Flow Velocity by Crimp and Burge's Formula
Go
Created
Hydraulic Mean Depth when Flow Velocity by Crimp and Burge's Formula is Given
Go
Critical Depth
(7)
Created
Critical Depth at Different Discharges
Go
Created
Critical Depth given Maximum Discharge
Go
Created
Critical Depth in the Control Section
Go
Created
Critical Depth when Depth of Parabolic Channel is Given
Go
Created
Critical Depth when Discharge Through the Control Section is Given
Go
Created
Critical Depth when Total Critical Energy is Given
Go
Created
Critical Depth when Total Energy at Critical Point is Given
Go
Critical Oxygen Deficit
(3)
Verified
Critical Oxygen Deficit
Go
Verified
Critical Oxygen Deficit in First Stage Equation
Go
Verified
Critical Oxygen Deficit when Self Purification Constant is Given
Go
Critical Time
(6)
Verified
Critical Time
Go
Verified
Critical Time in terms of Self Purification Constant when we have Critical Oxygen Deficit
Go
Verified
Critical Time in terms of Self Purification Factor
Go
Verified
Critical Time when Log value of Critical Oxygen Deficit is Given
Go
Verified
Critical Time when Self Purification Constant is Given
Go
Verified
Critical Time when we have Critical Oxygen Deficit
Go
Critical Velocity
(7)
Created
Critical Velocity given Maximum Discharge
Go
Created
Critical Velocity when Critical Depth in the Control Section is Given
Go
Created
Critical Velocity when Depth of Section is Given
Go
Created
Critical Velocity when Discharge is Given
Go
Created
Critical Velocity when Discharge Through the Control Section is Given
Go
Created
Critical Velocity when Head Loss is Given
Go
Created
Critical Velocity when Total Energy at Critical Point is Given
Go
Cross-sectional Area of Well
(6)
Created
Cross-sectional Area of Flow into the well when Discharge from an Open Well is Given
Go
Created
Cross-sectional Area of Flow into the well when Discharge is Given
Go
Created
Cross-sectional Area of Well when Specific Capacity for Clay Soil is Given
Go
Created
Cross-sectional Area of Well when Specific Capacity for Coarse Sand is Given
Go
Created
Cross-sectional Area of Well when Specific Capacity for Fine Sand is Provided
Go
Created
Cross-sectional Area of Well when Specific Capacity is Given
Go
Cross-sectional Area of Well
(6)
Created
Cross-sectional Area of Well when Clay Soil is Given
Go
Created
Cross-sectional Area of Well when Constant Depending upon Soil at Base is Given
Go
Created
Cross-sectional Area of Well when Constant Depending upon Soil at Base with Base 10 is Given
Go
Created
Cross-sectional Area of well when Discharge and Constant Depression Head is Given
Go
Created
Cross-sectional Area of Well when Discharge from a Well is Given
Go
Created
Cross-sectional Area of Well when Fine Sand is Given
Go
D.O Saturation
(3)
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
Dams on Soft or Porous Foundations
(5)
Verified
Discharge under Dams on Soft or Porous Foundations
Go
Verified
Length of Conduit when Discharge under Dams on Soft or Porous Foundations is Given
Go
Verified
Minimum Safe Length of Travel path under Dams on Soft or Porous Foundations
Go
Verified
Neutral stress per unit area for Dams on Soft Foundations
Go
Verified
Specific gravity of water for Total Pressure per unit Area for Dams on Soft Foundations
Go
19 More Dams on Soft or Porous Foundations Calculators
Go
Darcy – Weisbach Equation
(3)
Verified
Area of Pipe when Total Required Power is Given
Go
Verified
Density of Liquid when Shear Stress with darcy Friction Factor is Given
Go
Verified
Pressure Gradient when Total Required Power is Given
Go
18 More Darcy – Weisbach Equation Calculators
Go
Darcy's Weisbach Equation
(10)
Created
Average Velocity of Flow when Head Loss is established
Go
Created
Average Velocity of Flow when Internal Radius of Pipe is Given
Go
Created
Darcy's Coefficient of Friction when Head Loss is established
Go
Created
Darcy's Coefficient of Friction when Internal Radius of Pipe is Given
Go
Created
Head Loss due to Friction by Darcy Weisbach Equation
Go
Created
Head Loss due to Friction when Internal Radius of Pipe is Given
Go
Created
Internal Diameter of Pipe when Head Loss is established
Go
Created
Internal Radius of Pipe when Head Loss is Given
Go
Created
Length of Pipe When Head Loss due to Friction is established
Go
Created
Length of Pipe When Internal Radius of Pipe is Given
Go
Darcy's Weisbach Friction Factor
(4)
Verified
Darcy Weishbach Friction Factor when Length of Tank with respect to Darcy Weishbach Factor is Given
Go
Verified
Darcy Weishbach Friction Factor when Surface Area with respect to Darcy Weishbach Factor is Given
Go
Verified
Darcy-Weishbach Friction Factor in terms of Displacement Velocity by Camp
Go
Verified
Darcy-Weishbach Friction Factor when Displacement Velocity for Fine Particles is Given
Go
Deflection Computations and Concrete Beams Criteria
(3)
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
Degree of saturation
(8)
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 of soil sample
Go
Verified
Degree of saturation when percentage air voids in terms of void ratio is given
Go
Verified
Degree of saturation when void ratio in terms of specific gravity is given
Go
Verified
Volume of voids when degree of saturation of soil sample is given
Go
Verified
Volume of water when degree of saturation of soil sample is given
Go
Density of Fluid
(5)
Verified
Mass Density of Fluid in terms of Impelling Force
Go
Verified
Mass Density of Fluid using Settling Velocity with respect to Dynamic Viscosity
Go
Verified
Mass Density of Fluid when Frictional Drag is Given
Go
Verified
Mass Density of Fluid when Particle Reynold's Number is Given
Go
Verified
Mass Density of Fluid when Settling Velocity is Given
Go
Density of Particle
(3)
Verified
Mass Density of Particle when Impelling Force is Given
Go
Verified
Mass Density of Particle when Settling Velocity is Given
Go
Verified
Mass Density of Particle when Settling Velocity with respect to Dynamic Viscosity is Given
Go
Density of soil
(17)
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 when saturated density of soil is given
Go
Verified
Mass of solids given density of solids
Go
Verified
Mass of solids when dry density of soil is given
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 when submerged density of soil is given
Go
Verified
Total mass of soil given bulk density of soil
Go
Verified
Total volume of soil when bulk density of soil is given
Go
Verified
Total volume of soil when dry density of soil is given
Go
Verified
Total volume when saturated density of soil is given
Go
Verified
Total volume when submerged density of soil is given
Go
Density of Water
(3)
Created
Density of Water when Coefficient of Drag is Given
Go
Created
Density of Water when Drag Force Offered by the Fluid is Given
Go
Created
Density of Water when Kinematic Viscosity of Water is Given
Go
Deoxygenation Coefficient
(4)
Verified
Deoxygenation Coefficient when Self Purification Constant is Given
Go
Verified
Deoxygenation Constant in terms of Self Purification Constant when Critical Oxygen Deficit
Go
Verified
Deoxygenation Constant when Critical Time in terms of Self Purification Factor is Given
Go
Verified
Deoxygenation Constant when Log value of Critical Oxygen Deficit is Given
Go
Deoxygenation Constant
(6)
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
De-oxygenation Constant when Organic Matter Present at the Start of BOD is Given
Go
Verified
De-oxygenation Constant when Total Amount of Organic Matter Oxidised is Given
Go
Depression Head
(5)
Created
Constant Depression Head when Specific Capacity for Clay Soil is Given
Go
Created
Constant Depression Head when Specific Capacity for Coarse Sand is Given
Go
Created
Constant Depression Head when Specific Capacity for Fine Sand is Given
Go
Created
Constant Depression Head when Specific Capacity is Given
Go
Created
Depression Head when Discharge is Given
Go
Depression Head after Pumping Stopped
(11)
Created
Depression Head in the Well at a Time T after Pumping Stopped
Go
Created
Depression Head in the Well at a Time T after Pumping Stopped and Clay Soil is Present
Go
Created
Depression Head in the Well at a Time T after Pumping Stopped and Coarse Sand is Present
Go
Created
Depression Head in the Well at a Time T after Pumping Stopped and Constant is Given
Go
Created
Depression Head in the Well at a Time T after Pumping Stopped and Constant with Base 10 is Given
Go
Created
Depression Head in the Well at a Time T after Pumping Stopped and Fine Sand is Present
Go
Created
Depression Head in the Well at a Time T after Pumping Stopped with Base 10
Go
Created
Depression Head in the Well at a Time T after Pumping Stopped with Base 10 and Clay soil is Present
Go
Created
Depression Head in the Well at a Time T after Pumping Stopped with Base 10 and Fine Sand is Present
Go
Created
Depression Head in the Well at a Time T after Pumping Stopped with Base 10 in Coarse Sand
Go
Created
Depression Head in the Well at a Time T after Pumping Stopped with known Discharge and Time
Go
Depression Head when Pumping Stopped
(11)
Created
Depression Head in the Well given Pumping Stopped and Coarse Sand is Present
Go
Created
Depression Head in the Well given Pumping Stopped and Fine Sand is Present
Go
Created
Depression Head in the Well given Pumping Stopped with Base 10 and Clay soil is Present
Go
Created
Depression Head in the Well given Pumping Stopped with Base 10 and Coarse Sand is Present
Go
Created
Depression Head in the Well given Pumping Stopped with Base 10 and Fine Sand is Present
Go
Created
Depression Head in the Well given Pumping Stopped with Discharge
Go
Created
Depression Head in the Well when Pumping Stopped
Go
Created
Depression Head in the Well when Pumping Stopped and Constant is Given
Go
Created
Depression Head in the Well when Pumping Stopped and Constant with Base 10 is Given
Go
Created
Depression Head in the Well when Pumping Stopped with Base 10
Go
Created
Depression Head in well given pumping stopped and clay soil is present
Go
Depth of Channel
(4)
Created
Depth of Parabolic Channel when Critical Depth is Given
Go
Created
Depth of Parabolic Channel when Width of Parabolic Channel is Given
Go
Created
Depth when Critical Velocity is Given
Go
Created
Depth when Discharge for Rectangular Channel Section is given
Go
Depth of Filter
(2)
Created
Depth of Actual Filter when Treatability Constant is Given
Go
Created
Depth of Filter when Treatability Constant is Given
Go
Depth of Tank
(5)
Created
Depth of Tank when Detention Time is Given
Go
Created
Depth of Tank when Flow Velocity is Given
Go
Created
Depth of tank when Height to Length Ratio is Given
Go
Created
Height of Tank when Detention Time for a Circular Tank is Given
Go
Created
Height of Tank when Flow Velocity is Given
Go
Depth of Water and Radial Distance
(4)
Created
Depth of Water in Well 1 when Drawdown in Well 1 is Given
Go
Created
Depth of Water in Well 2 when Drawdown in Well 2 is Given
Go
Created
Radial Distance from Well 1 when Aquifer Constant is Given
Go
Created
Radial Distance from Well 2 when Aquifer Constant is Given
Go
Depth ot Water in Well
(7)
Created
Depth of Water at Point 1 when Discharge from Two Wells with Base 10 is Given
Go
Created
Depth of Water at Point 1 when Discharge of Two Wells under Consideration is Given
Go
Created
Depth of Water at Point 2 when Discharge from Two Wells with Base 10 is Given
Go
Created
Depth of Water at Point 2 when Discharge of Two Wells under Consideration is Given
Go
Created
Depth of Water in the Well when Discharge in Unconfined Aquifer is Given
Go
Created
Depth of Water in the Well when Discharge in Unconfined Aquifer with Base 10 is Given
Go
Created
Depth of Water in Well given Drawdown Value measured at the Well
Go
Depth ot Water in Well
(8)
Created
Depth of Water in 1st Well when Coefficient of Transmissibility is Given
Go
Created
Depth of Water in 1st Well when Confined Aquifer Discharge is Given
Go
Created
Depth of Water in 2nd Well when Coefficient of Transmissibility is Given
Go
Created
Depth of Water in 2nd Well when Confined Aquifer Discharge is Given
Go
Created
Depth of Water in Well when Coefficient of Transmissibility is Given
Go
Created
Depth of Water in Well when Coefficient of Transmissibility with Base 10 is Given
Go
Created
Depth of Water in Well when Discharge in Confined Aquifer is Given
Go
Created
Depth of Water in Well when Discharge in Confined Aquifer with Base 10 is Given
Go
Design of a Chlorination System for Wastewater Disinfection
(11)
Created
Average Daily Consumption of Chlorine
Go
Created
Average Flow when Average Daily Consumption of Chlorine is Given
Go
Created
Average Flow when Capacity of the Chlorinator at Peak Flow is Given
Go
Created
Capacity of the Chlorinator at Peak Flow
Go
Created
Dosage Used when Average Daily Consumption of Chlorine is Given
Go
Created
Dosage Used when Capacity of the Chlorinator at Peak Flow is Given
Go
Created
Number of Coliform Organisms at Any Initial Time
Go
Created
Number of Coliform Organisms at Any Particular Time
Go
Created
Peaking Factor when Capacity of the Chlorinator at Peak Flow is Given
Go
Created
Residence Time when Number of Coliform Organisms at Any Particular Time is Provided
Go
Created
Total Chlorine Residual at Any Particular Time
Go
Design of a Circular Settling Tank
(17)
Created
Actual Solid Loading Rate of Circular Settling Tanks
Go
Created
Assumed Solid Loading Rate of Circular Settling Tanks
Go
Created
Average Daily Load when Peak Discharge in Circular Settling Tanks is Given
Go
Created
Design Surface Loading Rate when Surface Area of Circular Settling Tank is Given
Go
Created
Influent Flow Rate when Return Activated Sludge Flow Rate is Given
Go
Created
Maximum Solids Entering the Clarifier
Go
Created
Maximum Solids when Solid Loading Rate is Given
Go
Created
Mixed Liquor Suspended Solids in Aeration Tank when Maximum Solids is Given
Go
Created
Peak Discharge in Circular Settling Tanks
Go
Created
Peak Discharge when Surface Area of Circular Settling Tank is Given
Go
Created
Peaking Factor when Peak Discharge in Circular Settling Tanks is Given
Go
Created
Return Activated Sludge Flow Rate
Go
Created
Return Activated Sludge Flow Rate when Maximum Solids Entering the Clarifier is Given
Go
Created
Solids Processed when Actual Solid Loading Rate is Given
Go
Created
Surface Area in terms of Solid Loading Rate
Go
Created
Surface Area of Circular Settling Tank
Go
Created
Total Settling Tank Surface Area when Actual Solid Loading Rate is Given
Go
Design of a Solid Bowl Centrifuge for Sludge Dewatering
(4)
Created
Dewatered Sludge or Cake Discharge Rate
Go
Created
Percent Polymer Concentration when Polymer Feed Rate as Volumetric Flow Rate is Given
Go
Created
Percent Reduction in Sludge Volume
Go
Created
Solids Recovery when Dewatered Sludge Discharge Rate is Given
Go
Design of an Aerated Grit Chamber
(16)
Created
Air supply required in Grit Chamber
Go
Created
Assumed Grit Quantity when Volume of Aerated Grit Chamber is Given
Go
Created
Chamber Length when Air supply required is Given
Go
Created
Chosen Air Supply when Air supply required is Given
Go
Created
Chosen Depth when Width of Grit Chamber is Given
Go
Created
Depth when Length of Grit Chamber is Given
Go
Created
Detention Time when Volume of Each Grit Chamber is Given
Go
Created
Length of Grit Chamber
Go
Created
Peak Flow Rate when Volume of Each Grit Chamber is Given
Go
Created
Selected Width-Ratio when Width of Grit Chamber is Given
Go
Created
Volume Flow Rate Handled when Volume of Aerated Grit Chamber is Given
Go
Created
Volume of Aerated Grit Chamber
Go
Created
Volume of Each Grit Chamber
Go
Created
Volume when Length of Grit Chamber is Given
Go
Created
Width of Grit Chamber
Go
Created
Width when Length of Grit Chamber is Given
Go
Design of an Aerobic Digester
(19)
Created
Density of air when Volume of Air Required is Given
Go
Created
Density of Water when Volume of Digested Sludge is Given
Go
Created
Digester Total Suspended Solids when Volume of Aerobic Digester is Given
Go
Created
Influent Average Flow Rate when Volume of Aerobic Digester is Given
Go
Created
Influent Suspended Solids when Volume of Aerobic Digester is Given
Go
Created
Initial Weight of Oxygen when Weight of Oxygen Required is Given
Go
Created
Percent Solids when Volume of Digested Sludge is Given
Go
Created
Reaction Rate Constant when Volume of Aerobic Digester is Given
Go
Created
Solids Retention Time when Volume of Aerobic Digester is Given
Go
Created
Specific Gravity of Digested Sludge when Volume of Digested Sludge is Given
Go
Created
Volatile Fraction of Digester Suspended Solids when Volume of Aerobic Digester is considered
Go
Created
Volume of Aerobic Digester
Go
Created
Volume of Air Required at Standard Conditions
Go
Created
Volume of Digested Sludge
Go
Created
VSS as Mass Flow Rate when Weight of Oxygen Required is Given
Go
Created
Weight of Oxygen Required to Destroy the VSS
Go
Created
Weight of Oxygen Required when Volume of Air Required is Given
Go
Created
Weight of Sludge when Volume of Digested Sludge is Given
Go
Created
Weight of VSS when Weight of Oxygen Required is Given
Go
Design of an Anaerobic Digester
(20)
Created
BOD In when Percent Stabilization is Given
Go
Created
BOD In when Quantity of Volatile Solids is Given
Go
Created
BOD In when Volume of Methane Gas Produced is Given
Go
Created
BOD Out when Percent Stabilization is Given
Go
Created
BOD Out when Quantity of Volatile Solids is Given
Go
Created
BOD Out when Volume of Methane Gas Produced is Given
Go
Created
BOD Per Day when Volumetric Loading in an Anaerobic Digester is Given
Go
Created
Endogenous Coefficient when Quantity of Volatile Solids is Given
Go
Created
Hydraulic Retention Time when Volume Required for an Anaerobic Digester is Given
Go
Created
Influent Sludge Flow Rate when Volume Required for an Anaerobic Digester is Given
Go
Created
Mean Cell Residence Time when Quantity of Volatile Solids is Given
Go
Created
Percent Stabilization
Go
Created
Quantity of Volatile Solids Produced Each Day
Go
Created
Volatile Solids Produced when Percent Stabilization is Given
Go
Created
Volatile Solids Produced when Volume of Methane Gas Produced is Given
Go
Created
Volume of Methane Gas Produced at Standard Conditions
Go
Created
Volume Required for an Anaerobic Digester
Go
Created
Volumetric Flow Rate when Volumetric Loading in an Anaerobic Digester is Given
Go
Created
Volumetric Loading in an Anaerobic Digester
Go
Created
Yield Coefficient when Quantity of Volatile Solids is Given
Go
Design of Conical Humus Tank
(6)
Created
Depth of Tank when Volume of Conical Humus Tank is Given
Go
Created
Depth of the Tank when Top Area is Given
Go
Created
Diameter of Tank when Volume of Conical Humus Tank is Given
Go
Created
Top Area of Tank when Volume of Conical Humus Tank is Given
Go
Created
Volume of Conical Humus Tank
Go
Created
Volume of Conical Humus Tank when Top Area is Given
Go
Design of Continuous Flow Type of Sedimentation Tank
(5)
Created
Height to Length Ratio when Settling Velocity is Given
Go
Created
Length to Depth Ratio when Settling Velocity is Given
Go
Created
Overflow Rate when Discharge is Given
Go
Created
Rate of Flow when Detention Time is Given
Go
Created
Volume of Tank when Detention Time is Given
Go
Design of Proportioning Flow Weir
(8)
Created
Coefficient of Discharge when Distance in X Direction from Center of Weir is Given
Go
Created
Distance in X Direction from Center of Weir
Go
Created
Distance in Y Direction from Crest of Weir
Go
Created
Half Width of Bottom Portion of the Weir
Go
Created
Horizontal Flow Velocity given Distance in X Direction from Center of Weir
Go
Created
Horizontal Flow Velocity when Half Width of Bottom Portion of the Weir is Given
Go
Created
Width of Channel given Distance in X Direction from Center of Weir
Go
Created
Width of Channel when Half Width of Bottom Portion of the Weir is Given
Go
Design of Rapid Mix Basin and Flocculation Basin
(19)
Created
Dynamic Viscosity given Power Requirement for Flocculation
Go
Created
Dynamic Viscosity when Mean Velocity Gradient is Given
Go
Created
Dynamic Viscosity when Power Requirement for Rapid Mixing Operations is Given
Go
Created
Flow Rate of Secondary Effluent when Volume of the Flocculation Basin is Given
Go
Created
Hydraulic Retention Time when Volume of Rapid Mix Basin is Given
Go
Created
Mean Velocity Gradient given Power Requirement for Flocculation
Go
Created
Mean Velocity Gradient when Power Requirement for Rapid Mixing Operations is Given
Go
Created
Mean Velocity Gradient when Power Requirement is Given
Go
Created
Power Requirement for Flocculation in Direct Filtration Process
Go
Created
Power Requirement for Rapid Mixing Operations in Wastewater Treatment
Go
Created
Power Requirement when Mean Velocity Gradient is Given
Go
Created
Required Volume of the Flocculation Basin
Go
Created
Retention Time when Volume of the Flocculation Basin is Given
Go
Created
Time in Minutes Per Day when Volume of the Flocculation Basin is Given
Go
Created
Volume of Flocculation Basin given power requirement for flocculation
Go
Created
Volume of Mixing Tank when Mean Velocity Gradient is Given
Go
Created
Volume of Mixing Tank when Power Requirement for Rapid Mixing Operations is Given
Go
Created
Volume of Rapid Mix Basin
Go
Created
Wastewater Flow when Volume of Rapid Mix Basin is Given
Go
Design of Stiffeners
(9)
Verified
Allowable Bearing Stress on Projected Area of Fasteners
Go
Verified
Column Web Depth Clear of Fillets
Go
Verified
Column Yield Stress when Column Web Depth Clear of Fillets is given
Go
Verified
Column Yield Stress when Thickness of the Column Flange is given
Go
Verified
Computed Force when Column Web Depth Clear of Fillets is given
Go
Verified
Computed Force when Thickness of the Column Flange is given
Go
Verified
Tensile Strength of the Connected Part when Allowable Bearing Stress is given
Go
Verified
Thickness of Column Web given the Column Web Depth Clear of Fillets
Go
Verified
Thickness of the Column Flange
Go
7 More Design of Stiffeners Calculators
Go
Design of Storm Water Drains
(2)
Created
Depth of Drains for Drains upto 15 Cumecs
Go
Created
Width of Drain when Depth of Drains for Drains upto 15 Cumecs is Given
Go
Design of trickling filter using NRC equations
(2)
Verified
Area when Hydraulic Loading is Given
Go
Verified
Hydraulic Loading to each Filter
Go
Detention Time
(3)
Created
Detention Time for a Circular Tank
Go
Created
Detention Time for a Rectangular Tank
Go
Created
Detention Time when Discharge is Given
Go
Detention Time
(4)
Verified
Detention Period when Falling Speed of Smaller Particle is Given
Go
Verified
Detention Time in Sedimentation Tank
Go
Verified
Detention Time when Displacement Efficiency of Sedimentation Tank is Given
Go
Verified
Detention Time with respect to Discharge Rate
Go
Determination of Population For Inter Censal and Post Censal Years
(9)
Created
Constant Factor when Population at Last Census is Given
Go
Created
Earlier Census Date when Constant Factor is Given
Go
Created
Earlier Census Date when Proportionality Factor is Given
Go
Created
Last Census Date when Constant Factor is Given
Go
Created
Last Census Date when Proportionality Factor is Given
Go
Created
Population at Earlier Census
Go
Created
Population at Last Census
Go
Created
Population at Last Census when Proportionality Factor is Given
Go
Created
Proportionality Factor when Population at Last Census is Given
Go
Diameter of Grain
(4)
Created
Diameter of the Grain for given Friction Factor
Go
Created
Diameter of the Grain for known Rugosity Coefficient
Go
Created
Diameter of the Grain for known Self Cleaning Invert Slope
Go
Created
Diameter of the Grain given Self Cleansing velocity
Go
Diameter of Particle
(9)
Created
Diameter of Particle Settling Velocity for Inorganic Solids is Given
Go
Created
Diameter of Particle when Settling Velocity and Coefficient of Drag is Given
Go
Created
Diameter of Particle when Settling Velocity for Modified Hazen's Equation is Given
Go
Created
Diameter of Particle when Settling Velocity for Organic Matter is Given
Go
Created
Diameter of Particle when Settling Velocity for Turbulent Settling is Given
Go
Created
Diameter of Particle when Settling Velocity within Transition Zone is Given
Go
Created
Diameter of the Particle when Coefficient of Drag is Given
Go
Created
Diameter of the Particle when Reynold Number is Given
Go
Created
Diameter of the Particle when Settling Velocity of Spherical Particle is Given
Go
Diameter of Sediment Particle
(13)
Verified
Diameter for Settling Velocity with respect to Kinematic Viscosity
Go
Verified
Diameter given Settling Velocity at 10 degree Celsius
Go
Verified
Diameter given Settling Velocity in terms of Celsius
Go
Verified
Diameter given temperature in terms of Celsius for diameter greater than 0.1mm
Go
Verified
Diameter given temperature in terms of Fahrenheit
Go
Verified
Diameter in terms of Displacement Velocity by Camp
Go
Verified
Diameter of Particle given Settling Velocity with respect to Specific Gravity
Go
Verified
Diameter of Particle when Particle Reynold's Number is Given
Go
Verified
Diameter of Particle when Settling Velocity is Given
Go
Verified
Diameter of Particle when Volume of Particle is Given
Go
Verified
Diameter when Settling Velocity in terms of Fahrenheit
Go
Verified
Diameter when Settling Velocity with respect to Dynamic Viscosity is Given
Go
Verified
Diameter when Specific Gravity of Particle and Viscosity is Given
Go
Dicken's Formula
(3)
Created
Catchment Area when Peak Rate of Runoff is Given
Go
Created
Factors Dependent Constant when Peak Rate of Runoff is Given
Go
Created
Peak Rate of Runoff from Dicken's Formula
Go
Discharge
(3)
Created
Confined Aquifer Discharge when Aquifer Constant is Given
Go
Created
Discharge when Aquifer Constant is Given
Go
Created
Discharge when Difference in Drawdowns at Two Wells is Given
Go
Discharge and Discharge Ratio through Circular Sewer
(6)
Created
Discharge of Full Flow when Hydraulic Mean Depth for Partial flow is Given
Go
Created
Discharge of Full Flow when Hydraulic Mean Depth Ratio is Given
Go
Created
Discharge Ratio when Hydraulic Mean Depth for Full Flow is Given
Go
Created
Discharge Ratio when Hydraulic Mean Depth Ratio is Given
Go
Created
Self Cleansing Discharge when Hydraulic Mean Depth for Full Flow is Given
Go
Created
Self Cleansing Discharge when Hydraulic Mean Depth Ratio is Given
Go
Discharge from Well
(6)
Created
Discharge from a Well when Specific Capacity for Clay Soil is Given
Go
Created
Discharge from a Well when Specific Capacity for Coarse Sand is Given
Go
Created
Discharge from a Well when Specific Capacity for Fine Sand is Given
Go
Created
Discharge from a Well when Specific Capacity is Given
Go
Created
Discharge from an Open Well when Depression Head is Given
Go
Created
Discharge from an Open Well when Mean Velocity of Water Percolating is Given
Go
Discharge in Channel
(7)
Created
Discharge Coefficient with known discharge
Go
Created
Discharge for Rectangular Channel Section using manning's equation
Go
Created
Discharge Passing Through the Parshall Flume when Discharge Coefficient is Given
Go
Created
Discharge Through the Control Section
Go
Created
Discharge when Critical Depth is Given
Go
Created
Discharge when Flow Area of Throat is Given
Go
Created
Maximum Discharge given Width of Throat
Go
Discharge in Tank
(10)
Created
Discharge Entering the Basin when Cross-section Area of Tank is Given
Go
Created
Discharge Entering the Basin when Flow Velocity is Given
Go
Created
Discharge Entering the Basin when Settling Velocity is Given
Go
Created
Discharge when Detention Time for a Circular Tank is Given
Go
Created
Discharge when Detention Time for a Rectangular Tank is Given
Go
Created
Discharge when Height to Length Ratio is Given
Go
Created
Discharge when Overflow Rate is Given
Go
Created
Discharge when Plan Area is Given
Go
Created
Discharge when Plan Area is Given for Particular Sized Particle
Go
Created
Discharge when Settling Velocity of Particular Sized Particle is Given
Go
Discharge in Well
(2)
Created
Discharge given Difference Between Modified Drawdowns
Go
Created
Unconfined Aquifer Discharge when Aquifer Constant is Given
Go
Discharge in Well
(2)
Created
Discharge in Well under Constant Depression Head
Go
Created
Discharge in Well when Constant Depression Head and Area of Well is Given
Go
Discharge in Well
(3)
Created
Discharge when Drawdown is established
Go
Created
Discharge when Formation Constant T is Given
Go
Created
Discharge when Time at 1st and 2nd Instance is Given
Go
Discharge Rate
(8)
Verified
Discharge Rate when Detention Time in Sedimentation Tank is Given
Go
Verified
Discharge Rate when Detention Time is Given
Go
Verified
Discharge Rate when Height at Outlet Zone with respect to Area of Tank is Given
Go
Verified
Discharge Rate when Height at Outlet Zone with respect to Discharge is Given
Go
Verified
Discharge Rate when Ratio of Removal with respect to Discharge is Given
Go
Verified
Discharge Rate when Vertical Falling Speed in Sedimentation Tank is Given
Go
Verified
Discharge Rate when Vertical Falling Speed in Sedimentation Tank with respect to Area is Given
Go
Verified
Discharge Rate with respect to Settling Velocity
Go
Displacement Efficiency
(2)
Verified
Displacement Efficiency of Sedimentation Tank
Go
Verified
Flow through Period when Displacement Efficiency of Sedimentation Tank is Given
Go
Displacement Velocity
(5)
Verified
Beta Constant in terms of Displacement Velocity by Camp
Go
Verified
Displacement Velocity by Camp
Go
Verified
Displacement Velocity for Fine Particles
Go
Verified
Displacement Velocity in terms of Settling Velocity
Go
Verified
Displacement Velocity when friction factor is 0.025
Go
Disposal in Absorption Trenches
(4)
Created
Maximum Rate of Effluent Application of Leaching Surface
Go
Created
Maximum Rate of Effluent Application of Leaching Surface by BIS
Go
Created
Standard Percolation Rate when Maximum Rate of Effluent Application by BIS is Given
Go
Created
Standard Percolation Rate when Maximum Rate of Effluent Application is Given
Go
Disposing of storm water
(3)
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
Disposing of the sewage effluents
(7)
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
DO Consumed
(2)
Verified
DO Consumed by Diluted Sample when BOD in Sewage is Given
Go
Verified
DO Consumed by Diluted Sample when Dilution Factor is Given
Go
Dosing Rate
(2)
Created
Dosing Rate
Go
Created
Dosing Rate when Rotational Speed is Given
Go
Drag Coefficient
(5)
Verified
Drag Coefficient when Frictional Drag is Given
Go
Verified
Drag Coefficient when Settling Velocity is Given
Go
Verified
Drag Coefficient when Settling Velocity with respect to Specific Gravity is Given
Go
Verified
Drag Coefficient with respect to Reynold's Number
Go
Verified
General form of Drag Coefficient
Go
Drag Force
(7)
Created
Angle of Inclination given drag force
Go
Created
Bed Slope of the Channel when Drag Force is Given
Go
Created
Drag Force Exerted by Flowing Water
Go
Created
Drag Force or Intensity of Tractive force
Go
Created
Rugosity Coefficient when Drag Force is Given
Go
Created
Thickness of Sediment when Drag Force is Given
Go
Created
Unit weight of Water when Drag Force is Given
Go
Drag Force
(3)
Created
Area of Particle when Drag Force Offered by the Fluid is Given
Go
Created
Drag Force Offered by the Fluid
Go
Created
Velocity of Fall when Drag Force Offered by the Fluid is Given
Go
Drag Force
(4)
Verified
Drag Force as per Stokes Law
Go
Verified
Frictional Drag
Go
Verified
Projected Area when Frictional Drag is Given
Go
Verified
The Diameter when Drag Force as per Stokes Law is Given
Go
Drawdown and Change in Drawdown
(5)
Created
Change in Drawdown given Chow's Function
Go
Created
Change in Drawdown when Formation Constant T is Given
Go
Created
Change in Drawdown when Time at 1st and 2nd Instance is Given
Go
Created
Drawdown given Chow's Function
Go
Created
Drawdown given Well Function
Go
Drawdown at well
(2)
Created
Drawdown at the Well given Radius of Influence
Go
Created
Drawdown Value measured at the Well
Go
Drawdown at well
(4)
Created
Drawdown at the Well given Coefficient of Transmissibility
Go
Created
Drawdown at the Well given Coefficient of Transmissibility with Base 10
Go
Created
Drawdown at the Well given Confined Aquifer Discharge
Go
Created
Drawdown at the Well given Confined Aquifer Discharge with Base 10
Go
Drawdown in well
(7)
Created
Difference in Drawdowns at Two Wells when Aquifer Constant is Given
Go
Created
Drawdown in Well 1 when Aquifer Constant and Discharge is Given
Go
Created
Drawdown in Well 1 when Aquifer Constant is Given
Go
Created
Drawdown in Well 1 when Thickness of Aquifer from Impermeable Layer is Given
Go
Created
Drawdown in Well 2 when Aquifer Constant and Discharge is Given
Go
Created
Drawdown in Well 2 when Aquifer Constant is Given
Go
Created
Drawdown in Well 2 when Thickness of Aquifer from Impermeable Layer is Provided
Go
Dredge or Burge's Formula
(3)
Created
Catchment Area when Peak Rate of Runoff from Dredge Formula is Given
Go
Created
Length of the Drain when Peak Rate of Runoff from Dredge Formula is Given
Go
Created
Peak Rate of Runoff from Dredge Formula
Go
Dry unit weight
(7)
Verified
Dry unit weight given Bulk unit weight and Degree of saturation
Go
Verified
Dry unit weight given Percentage of air voids
Go
Verified
Dry unit weight given Submerged unit weight of soil and Porosity
Go
Verified
Dry unit weight given Water content
Go
Verified
Dry unit weight given Water content at full saturation
Go
Verified
Dry unit weight in terms of unit weight of solids
Go
Created
Dry Unit Weight of Soil when Saturation is 0 Percent
Go
Dynamic Viscosity
(1)
Verified
Dynamic Viscosity when Pressure Gradient at Cylindrical Element is Given
Go
3 More Dynamic Viscosity Calculators
Go
Dynamic Viscosity
(1)
Verified
Dynamic Viscosity when Rate of Flow with pressure gradient is Given
Go
5 More Dynamic Viscosity Calculators
Go
Dynamic Viscosity
(3)
Verified
Dynamic Viscosity for Settling Velocity with respect to Dynamic Viscosity
Go
Verified
Dynamic Viscosity when Drag Force as per Stokes Law is Given
Go
Verified
Dynamic Viscosity when Particle Reynold's Number is Given
Go
Earth Dam
(7)
Verified
Angle of incidence of waves by Zuider Zee formula
Go
Verified
Coefficient of Permeability Given the Seepage Discharge in an Earth Dam
Go
Verified
Height of Wave Action using Zuider Zee Formula
Go
Verified
Height of wave from trough to crest when Velocity between 1 and 7 feet is Given
Go
Verified
Number of flow channels of net water when Quantity of seepage in length of dam is given
Go
Verified
The Molitor-Stevenson equation for the height of waves for fetch less than 20 miles
Go
Verified
Time Taken when Seepage Discharge in an Earth Dam is Given
Go
18 More Earth Dam Calculators
Go
Earth Pressure and Stability
(3)
Created
Height of Water Above Bottom of Wall when Total Thrust from Water Retained Behind a Wall is Given
Go
Created
Total Thrust from Water Retained by Wall
Go
Created
Unit Weight of Water when Total Thrust from Water Retained Behind a Wall is Given
Go
Earth quantities hauled
(9)
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
Earthmoving
(15)
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
Eckenfelder Trickling Filter Equation
(8)
Created
Area when Hydraulic Loading Rate per Unit Area is Given
Go
Created
BOD of the Effluent Getting Out of the Filter
Go
Created
BOD of the Influent Entering the Filter
Go
Created
Depth of Filter when BOD of the Influent Entering the Filter is Given
Go
Created
Discharge when Hydraulic Loading Rate per Unit Area is Given
Go
Created
Hydraulic Loading Rate when BOD of the Influent Entering the Filter is Given
Go
Created
Hydraulic Loading Rate when Discharge is Given
Go
Created
Rate Constant given BOD of Influent Entering the Filter
Go
Effective Weight of Particle
(7)
Created
Buoyancy when Effective Weight of the Particle is Given
Go
Created
Effective Weight of the Particle
Go
Created
Effective Weight of the Particle when Buoyancy is Given
Go
Created
Radius of Particle when Effective Weight of the Particle is Given
Go
Created
Total Weight when Effective Weight of the Particle is Given
Go
Created
Unit weight of Particle when Effective Weight of the Particle is Given
Go
Created
Unit Weight of Water when Effective Weight of the Particle is Given
Go
Efficiency of High Rate Filters
(24)
Created
Efficiency of Single Stage High Rate Trickling Filter
Go
Created
Efficiency of Single Stage High Rate Trickling Filter when Unit Organic Loading is Given
Go
Created
Filter Volume when Efficiency of Filter is Given
Go
Created
Filter Volume when Volume of Raw Sewage is Given
Go
Created
Final Efficiency After Two Stage Filtration
Go
Created
Initial Efficiency when Final Efficiency After Two Stage Filtration is Given
Go
Created
Recirculation Factor for the Second Stage Filter
Go
Created
Recirculation Factor when Efficiency of Filter is Given
Go
Created
Recirculation Factor when Recirculation ratio is Given
Go
Created
Recirculation Factor when Unit Organic Loading on Filter is Given
Go
Created
Recirculation Factor when Volume of Raw Sewage is Given
Go
Created
Recirculation Ratio when Volume of Raw Sewage is Given
Go
Created
Total BOD in Effluent for Final Efficiency After Two Stage Filtration
Go
Created
Total Organic Load given Volume of Raw Sewage
Go
Created
Total Organic Load when Efficiency of Filter is Given
Go
Created
Total Organic Loading on Filter when Unit Organic Loading on Filter is Given
Go
Created
Unit Organic Loading on Filter
Go
Created
Unit Organic Loading on Filter when volume of Raw Sewage is Given
Go
Created
Unit Organic Loading using Efficiency of Filter
Go
Created
Volume of Raw Sewage when Recirculation ratio is Given
Go
Created
Volume of Raw Sewage when Unit Organic Loading on Filter is Given
Go
Created
Volume of Recirculated Sewage when Recirculation ratio is Given
Go
Created
Volume of Recirculated Sewage when Unit Organic Loading on Filter is Given
Go
Created
Volume of Second Stage Filter
Go
Effluent BOD
(4)
Created
Effluent BOD when Oxygen Demand and Ultimate BOD Both is Given
Go
Created
Effluent BOD when Oxygen Demand of Biomass is Given
Go
Created
Effluent BOD when Oxygen Required in Aeration Tank is Given
Go
Created
Effluent BOD when Ultimate BOD is Given
Go
Egg Shaped Sewers and Hydraulically Equivalent Sections
(2)
Created
Diameter of Circular Section
Go
Created
Width of Egg Shaped Section when Diameter of Circular Section is Given
Go
Elements in Cohesive Soil
(12)
Created
Angle of Internal Friction when Factor of Safety for Cohesive Soil is Given
Go
Created
Angle of Internal Friction when Shear Strength of Cohesive Soil is Given
Go
Created
Angle of Internal Friction when Stability Number is Given
Go
Created
Factor of Safety for Cohesive Soil
Go
Created
Factor of Safety for Cohesive Soil when Cohesion is Given
Go
Created
Factor of Safety with Respect to Cohesion when Critical Depth is Given
Go
Created
Factor of Safety with Respect to Cohesion when Mobilised Cohesion is Given
Go
Created
Factor of Safety with Respect to Cohesion when Stability Number is Given
Go
Created
Stability Number for Cohesive Soil
Go
Created
Stability Number for Cohesive Soil when Mobilised Cohesion is Given
Go
Created
Stability Number when Angle of Internal Friction is Given
Go
Created
Stability Number when Factor of Safety with Respect to Cohesion is Given
Go
Elements in Culmann's Method
(25)
Created
Angle of Internal Friction given the Shear Strength along the Slip Plane
Go
Created
Angle of Internal Friction when Angle of Inclination and Slope angle is Given
Go
Created
Angle of Internal Friction when Angle of Mobilised Friction is Given
Go
Created
Angle of Internal Friction when Effective Normal Stress is Given
Go
Created
Angle of Internal Friction when Shear Strength and Submerged Unit Weight is Given
Go
Created
Angle of Internal Friction when Submerged Unit Weight is Given
Go
Created
Angle of Internal Friction when Weight of Wedge is Given
Go
Created
Factor of Safety when Angle of Inclination and Slope angle is Given
Go
Created
Factor of Safety when Angle of Mobilised Friction is Given
Go
Created
Factor of Safety when Length of Slip Plane is Given
Go
Created
Length of Slip Plane when Cohesive force along the Slip Plane is Given
Go
Created
Length of Slip Plane when Factor of Safety is Given
Go
Created
Length of Slip Plane when Height from Toe of Wedge to Top of Wedge is Given
Go
Created
Length of Slip Plane when Shear Strength along the Slip Plane is Given
Go
Created
Length of Slip Plane when Weight of Wedge of Soil is Given
Go
Created
Unit Weight of Soil given Angle of Inclination and Slope angle
Go
Created
Unit Weight of Soil when Angle of Mobilised Friction is Given
Go
Created
Unit Weight of Soil when Height from Toe of Wedge to Top of Wedge is Given
Go
Created
Unit Weight of Soil when Safe Height from Toe to Top of Wedge is Given
Go
Created
Unit Weight of Soil when Weight of Wedge is Given
Go
Created
Weight of Wedge given Factor of Safety
Go
Created
Weight of Wedge given Shear Strength along the Slip Plane
Go
Created
Weight of Wedge of Soil
Go
Created
Weight of Wedge when Height from Toe of Wedge to Top of Wedge is Given
Go
Created
Weight of Wedge when Shear Stress along the Slip Plane is Given
Go
Endogenous Respiration Rate
(3)
Created
Endogenous Respiration Rate Constant when Mass of Wasted Activated Sludge is Given
Go
Created
Endogenous Respiration Rate Constant when Maximum Yield Coefficient is Given
Go
Created
Endogenous Respiration Rate Constant when Reciprocal of Sludge Age is Given
Go
Estimating the Design Sewage Discharge
(15)
Created
Average Daily Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given
Go
Created
Average Daily Flow when Maximum Hourly Flow is Given
Go
Created
Average Daily Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given
Go
Created
Average Daily Flow when Minimum Hourly Flow is Given
Go
Created
Average Daily Sewage Flow when Peak Sewage Flow is Given
Go
Created
Maximum Daily Flow for Areas of Moderate Sizes
Go
Created
Maximum Daily Flow when Maximum Hourly Flow is Given
Go
Created
Maximum Hourly Flow when Average Daily Flow is Given
Go
Created
Maximum Hourly Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given
Go
Created
Minimum Daily Flow for Areas of Moderate Sizes
Go
Created
Minimum Daily Flow when Minimum Hourly Flow is Given
Go
Created
Minimum Hourly Flow when Average Daily Flow is Given
Go
Created
Minimum Hourly Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given
Go
Created
Peak Sewage Flow when Population in Thousands is Given
Go
Created
Population in Thousands when Peak Sewage Flow is Given
Go
Estimation of Maximum Rate of Runoff and Flood Discharge
(6)
Created
Flood Frequency when Recurrence Interval is Given
Go
Created
Flood Index when Flood Discharge is Given
Go
Created
Number of Years After which Such a Flood Recorded for Fuller's Formula
Go
Created
Number of Years After which Such a Flood Recorded when Flood Discharge by Fuller's Formula is Given
Go
Created
Number of Years when Recurrence Interval by California Method is Given
Go
Created
Number of Years when Recurrence Interval by Hazen's Method is Given
Go
Evaporation and Transpiration
(22)
Created
Actual Vapour Pressure when Evaporation Loss Per Day is Given
Go
Created
Actual Vapour Pressure when Evaporation Loss Per Month is Given
Go
Created
Atmospheric Pressure when Change in Vapour Pressure is Given
Go
Created
Atmospheric Pressure when Evaporation Loss Per Day is Given
Go
Created
Change in Vapour Pressure given Evaporation Loss Per Day
Go
Created
Change in Vapour Pressure when Evaporation Loss Per Month is Given
Go
Created
Constant Dependent on Depth of Water Bodies when Change in Vapour Pressure is Given
Go
Created
Constant Dependent on Depth of Water Bodies when Evaporation Loss Per Month is Given
Go
Created
Constant Used in Meyer's Formula when Evaporation Loss Per Month is Given
Go
Created
Constant used in Rohwer's Formula 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 when Change in Vapour Pressure is Given
Go
Created
Evaporation Loss Per Month when Constant Used in Meyer's Formula is 16
Go
Created
Evaporation Loss Per Month when Deep Water Body is Given
Go
Created
Evaporation Loss Per Month when Shallow Water Body is Given
Go
Created
Maximum Vapour Pressure when Evaporation Loss Per Day is Given
Go
Created
Maximum Vapour Pressure when Evaporation Loss Per Month is Given
Go
Created
Mean Wind Velocity at Ground Level when Evaporation Loss Per Day is Given
Go
Created
Monthly Mean Wind Velocity when Evaporation Loss Per Month is Given
Go
Factors of Steady Seepage along the Slope
(19)
Created
Angle of Inclination given Saturated Unit Weight
Go
Created
Angle of Inclination given Vertical Stress and Saturated Unit Weight
Go
Created
Angle of Inclination when Shear Strength and Submerged Unit Weight is Provided
Go
Created
Angle of Inclination when Submerged Unit Weight is Given
Go
Created
Depth of Prism given Normal Stress and Saturated Unit Weight
Go
Created
Depth of Prism given Upward Force
Go
Created
Depth of Prism given Vertical Stress and Saturated Unit Weight
Go
Created
Depth of Prism when Effective Normal Stress is Given
Go
Created
Depth of Prism when Saturated Unit Weight is Given
Go
Created
Depth of Prism when Shear Stress and Saturated Unit Weight is Given
Go
Created
Depth of Prism when Submerged Unit Weight and Effective Normal Stress is Given
Go
Created
Depth of Prism when Upward Force due to Seepage Water is Given
Go
Created
Saturated Unit Weight given Normal Stress Component
Go
Created
Saturated Unit Weight given Shear Stress Component
Go
Created
Saturated Unit Weight given Vertical Stress on the Prism
Go
Created
Saturated Unit Weight when Effective Normal Stress is Given
Go
Created
Saturated Unit Weight when Factor of Safety is Given
Go
Created
Saturated Unit Weight when Shear Strength is Given
Go
Created
Saturated Unit Weight when Weight of Soil Prism is Given
Go
Falling Speed of Sediment
(5)
Verified
Falling Speed of Smaller Particle
Go
Verified
Falling Speed when Height at Outlet Zone with respect to Area of Tank is Given
Go
Verified
Falling Speed when Ratio of Removal with respect to Discharge is Given
Go
Verified
Falling Speed when Ratio of Removal with respect to Settling Velocity is Given
Go
Verified
Falling Speed when Surface Area with respect to Settling Velocity is Given
Go
Flexible Pipes
(5)
Created
External Diameter of Pipe when Load Per Unit Length for Flexible Pipes is Given
Go
Created
Fill Coefficient when Load Per Unit Length for Flexible Pipes is Given
Go
Created
Load Per Unit Length for Flexible Pipes
Go
Created
Specific Weight of Fill Material when Load Per Unit Length for Flexible Pipes is Given
Go
Created
Width of Trench when Load Per Unit Length for Flexible Pipes is Given
Go
Flitched Beam
(1)
Verified
Equivalent width of flitched beam
Go
2 More Flitched Beam Calculators
Go
Flood Discharge
(17)
Created
Flood Coefficient when Flood Discharge is Given
Go
Created
Flood Discharge
Go
Created
Flood Discharge by Dicken's Formula
Go
Created
Flood Discharge by Dicken's Formula for Northern India
Go
Created
Flood Discharge by Dicken's Formula in FPS unit
Go
Created
Flood Discharge by Dicken's Formula in FPS Unit for Northern India
Go
Created
Flood Discharge by Fanning's Formula
Go
Created
Flood Discharge by Fanning's Formula when Average Value of Constant is Given
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 the Coast
Go
Created
Flood Discharge for Area within 24 KM to 161 KM from the 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
Flood Discharge in FPS Unit
(10)
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 when Average Value of Constant is Given
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 the Coast
Go
Created
Flood Discharge in FPS Unit for Area within 24 KM to 161 KM from the 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
Flood Serial Number
(3)
Created
Flood Serial Number when Recurrence Interval by California Method is Given
Go
Created
Flood Serial Number when Recurrence Interval by Gumbel's Method is Given
Go
Created
Flood Serial Number when Recurrence Interval by Hazen's Method is Given
Go
Flow into Infiltration Gallery
(5)
Created
Coefficient of Permeability when Discharge is Given
Go
Created
Depth of Water in Gallery when Discharge is Given
Go
Created
Discharge Passing Through the Vertical Section of Infiltration Gallery
Go
Created
Distance between Infiltration Gallery and Source when Discharge is Given
Go
Created
Height of Saturated Zone when Discharge is Given
Go
Flow Over Notches and Weirs
(2)
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
Flow Velocity
(3)
Created
Flow Velocity when Coefficient of Permeability is Given
Go
Created
Flow Velocity when Rate of Flow is Given
Go
Created
Flow Velocity when Reynold's Number is Unity
Go
Flow Velocity in Sedimentation Tank
(4)
Created
Flow Velocity of Water Entering the Tank
Go
Created
Flow Velocity of Water Entering the Tank when Cross-section Area of Tank is Given
Go
Created
Flow Velocity when Length of Tank is Given
Go
Created
Flow Velocity when Length to Depth Ratio is Given
Go
Flow Velocity through Circular Sewer
(10)
Created
Self Cleansing Velocity when Bed Slope for Partial Flow is Given
Go
Created
Self Cleansing Velocity when Hydraulic Mean Depth for Full Flow is Given
Go
Created
Self Cleansing Velocity when Hydraulic Mean Depth Ratio is Given
Go
Created
Self Cleansing Velocity when Ratio of Bed Slope is Given
Go
Created
Velocity of Full Flow when Hydraulic Mean Depth for Full Flow is Given
Go
Created
Velocity of Full Flow when Hydraulic Mean Depth Ratio is Given
Go
Created
Velocity Ratio when Hydraulic Mean Depth Ratio is Given
Go
Created
Velocity Ratio when Ratio of Bed Slope is Given
Go
Created
Velocity when Running Full when Bed Slope for Partial Flow is Given
Go
Created
Velocity when Running Full when Ratio of Bed Slope is Given
Go
Food to Microorganism Ratio or F/M Ratio
(20)
Created
Biological Oxygen Demand influent
Go
Created
BOD Influent when MLSS is Given
Go
Created
BOD Load applied to the Aeration System
Go
Created
BOD Load Applied when MLSS is Given
Go
Created
BOD of the Influent Sewage when BOD Load applied is Given
Go
Created
Daily BOD Load when Food to Microorganism Ratio is Given
Go
Created
Food to Microorganism Ratio
Go
Created
Food to Microorganism Ratio given MLSS
Go
Created
Microbial Mass in the Aeration System
Go
Created
Microbial Mass in the Aeration System when MLSS is Given
Go
Created
Mixed Liquor Suspended Solid
Go
Created
MLSS when BOD Load Applied to the Aeration System is Given
Go
Created
MLSS when Microbial Mass in the Aeration System is Given
Go
Created
Sewage Flow given Food to Microorganism Ratio
Go
Created
Sewage Flow into the Aeration System when BOD Load applied is Given
Go
Created
Sewage Flow when MLSS is Given
Go
Created
Total Microbial Mass when Food to Microorganism Ratio is Given
Go
Created
Volume of Tank given Food to Microorganism Ratio
Go
Created
Volume of Tank when Microbial Mass in the Aeration System is Given
Go
Created
Volume of Tank when MLSS is Given
Go
Formation Constant
(7)
Created
Constant dependent on Well Function when Formation Constant S is Given
Go
Created
Formation Constant given Drawdown
Go
Created
Formation Constant S
Go
Created
Formation Constant S when Radial Distance is Given
Go
Created
Formation Constant T when Change in Drawdown is Given
Go
Created
Formation Constant T when Formation Constant S is Given
Go
Created
Formation Constant T when Radial Distance is Given
Go
FPS Unit Constant
(6)
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 when Flood Discharge by Creager's Formula
Go
Created
Constant used in FPS Unit when Flood Discharge by Fanning's Formula is Given
Go
Created
Constant used in FPS Unit when Flood Discharge by Fuller's Formula is Given
Go
Created
Constant used in FPS Unit when Flood Discharge by Nawab Jang Bahadur Formula is Given
Go
Freeman's Formula
(4)
Created
Number of Simultaneous Fire Stream
Go
Created
Population by Freeman's Formula given Quantity of Water
Go
Created
Population when Number of Simultaneous Fire Stream is Given
Go
Created
Quantity of Water by Freeman's Formula
Go
Frictional Cohesive Soil
(15)
Created
Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing
Go
Created
Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing when Shape Factor is Given
Go
Created
Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing
Go
Created
Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing when Shape Factor is Given
Go
Created
Bearing Capacity Factor Dependent on Unit Weight for Rectangular Footing
Go
Created
Bearing Capacity Factor Dependent on Weight for Rectangular Footing when Shape Factor is Given
Go
Created
Cohesion of Soil for Rectangular Footing when Shape Factor is Given
Go
Created
Cohesion of Soil when Ultimate Bearing Capacity for Rectangular Footing is Given
Go
Created
Effective Surcharge for Rectangular Footing
Go
Created
Effective Surcharge for Rectangular Footing when Shape Factor is Given
Go
Created
Length of Rectangular Footing when Ultimate Bearing Capacity is Given
Go
Created
Ultimate Bearing Capacity for Rectangular Footing
Go
Created
Ultimate Bearing Capacity for Rectangular Footing when Shape Factor is Given
Go
Created
Unit Weight of Soil for Rectangular Footing when Shape Factor is Given
Go
Created
Unit Weight of Soil when Ultimate Bearing Capacity for Rectangular Footing is Given
Go
Fully Penetrating Artesian - Gravity Well
(6)
Created
Coefficient of Permeability when Discharge for Fully Penetrating Well is Given
Go
Created
Depth of Water in Well when Discharge for Fully Penetrating Well is Given
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 when Discharge for Fully Penetrating Well is Given
Go
General Shear Failure
(8)
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 when Net Ultimate Bearing Capacity for General Shear Failure is Given
Go
Created
Effective Surcharge when Net Ultimate Bearing Capacity for General Shear Failure is Given
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 when Net Ultimate Bearing Capacity is Given
Go
Geometric Increase Method
(10)
Created
Average Percentage Increase when Future Population from Geometrical Increase Method is Given
Go
Created
Average Percentage Increase when Future Population of 2 Decades by Geometrical Method is Given
Go
Created
Average Percentage Increase when Future Population of 3 Decades by Geometrical Method is Given
Go
Created
Future Population at the End of 2 Decades in Geometrical Increase Method
Go
Created
Future Population at the End of 3 Decades in Geometrical Increase Method
Go
Created
Future Population at the End of n Decades in Geometrical Increase Method
Go
Created
Number of Decades when Future Population from Geometrical Increase Method is Given
Go
Created
Present Population when Future Population from Geometrical Increase Method is Given
Go
Created
Present Population when Future Population of 2 Decades by Geometrical Increase Method is Given
Go
Created
Present Population when Future Population of 3 Decades by Geometrical Increase Method is Given
Go
Geometrical Properties of Channel Section
(1)
Verified
Wetted Area given Hydraulic Depth
Go
5 More Geometrical Properties of Channel Section Calculators
Go
Gradients
(3)
Verified
Gradient when Height for a Parabolic Shape Camber is Given
Go
Verified
Width of Road when Height for a Parabolic Shape Camber is Given
Go
Verified
Width of Road when Height for a Straight Line Camber is given
Go
9 More Gradients Calculators
Go
Gravity Dams
(2)
Verified
Eccentricity given Vertical Normal Stress at upstream face
Go
Verified
Vertical Normal Stress at upstream face
Go
7 More Gravity Dams Calculators
Go
Gravity Retaining Wall
(3)
Created
Earth Thrust Horizontal Component given Sum of Righting Moments
Go
Created
Pressure P1 when the Resultant is within the Middle Third and Width of Base is Given
Go
Created
Pressure P2 when the Resultant is within the Middle Third and Width of Base is Given
Go
4 More Gravity Retaining Wall Calculators
Go
Growth Composition Analysis Method
(9)
Created
Average Birth Rate Per Year when Natural Increase is Given
Go
Created
Average Death Rate Per Year when Natural Increase is Given
Go
Created
Design Period when Natural Increase is Given
Go
Created
Future Population at the End of n Decades when Migration is Given
Go
Created
Migration when Future Population at the End of n Decades is Given
Go
Created
Natural Increase when Design Period is Provided
Go
Created
Natural Increase when Future Population at the End of n Decades is Given
Go
Created
Present Population when Future Population is Given
Go
Created
Present Population when Natural Increase is Given
Go
Gumbel's Method
(14)
Created
Average Flood Discharge when Flood Discharge Having Highest Frequency is Given
Go
Created
Flood Discharge Having Highest Frequency
Go
Created
Flood Discharge Having Highest Frequency when Gumbel's Reduced Variate is Given
Go
Created
Flood Discharge when Gumbel's Reduced Variate is Given
Go
Created
Gumbel's Constant when Gumbel's Reduced Variate is Given
Go
Created
Gumbel's Constant when Standard Deviation is Given
Go
Created
Gumbel's Correction when Recurrence Interval by Gumbel's Method is Given
Go
Created
Gumbel's Reduced Variate
Go
Created
Number of Years when Recurrence Interval by Gumbel's Method is Given
Go
Created
Probability of Occurrence when Recurrence Interval is Given
Go
Created
Recurrence Interval by Gumbel's Method
Go
Created
Recurrence Interval when Probability is Given
Go
Created
Standard Deviation when Flood Discharge Having Highest Frequency is Given
Go
Created
Standard Deviation when Gumbel's Constant is Given
Go
Hagen–Poiseuille Equation
(6)
Verified
Dynamic Viscosity given Head Loss over the Length of Pipe with Discharge
Go
Verified
Dynamic Viscosity when Head Loss over the Length of Pipe is established
Go
Verified
Head Loss over the Length of Pipe
Go
Verified
Head Loss over the Length of Pipe given discharge
Go
Verified
Length of Pipe when Head Loss over the Length of Pipe is established
Go
Verified
Specific Weight of Liquid given Head Loss over the Length of Pipe
Go
15 More Hagen–Poiseuille Equation Calculators
Go
Hazen Williams Formula
(18)
Created
Coefficient Dependent on Pipe when Head Loss is established
Go
Created
Coefficient Dependent on Pipe when Radius of Pipe is Given
Go
Created
Coefficient of Roughness of Pipe when Diameter of Pipe is established
Go
Created
Coefficient of Roughness of Pipe when Mean Velocity of Flow is Given
Go
Created
Diameter of Pipe when Head Loss by Hazen Williams Formula is established
Go
Created
Diameter of Pipe when Hydraulic Gradient is established
Go
Created
Head Loss by Hazen Williams Formula
Go
Created
Head Loss by Hazen Williams Formula when Radius of Pipe is Given
Go
Created
Hydraulic Gradient when Diameter of Pipe is established
Go
Created
Hydraulic Gradient when Mean Velocity of Flow is Given
Go
Created
Hydraulic Radius when Mean Velocity of Flow is Given
Go
Created
Length of Pipe by Hazen Williams Formula when Radius of Pipe is Given
Go
Created
Length of Pipe when Head Loss by Hazen Williams Formula is established
Go
Created
Mean Velocity of Flow in Pipe by Hazen Williams Formula
Go
Created
Mean Velocity of Flow in Pipe when Diameter of Pipe is established
Go
Created
Radius of Pipe by Hazen Williams Formula when Length of Pipe is Given
Go
Created
Velocity of Flow by Hazen Williams Formula when Radius of Pipe is Given
Go
Created
Velocity of Flow when Head Loss by Hazen Williams Formula is established
Go
Height at Outlet Zone
(5)
Verified
Height at Outlet Zone when Falling Speed of Smaller Particle is Given
Go
Verified
Height at Outlet Zone when Ratio of Removal with respect to Tank Height is Given
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
Height of Settling Zone
(9)
Verified
Height of Settling Zone when Cross-section Area of Sedimentation Tank is Given
Go
Verified
Height of Settling Zone when Detention Time is Given
Go
Verified
Height of Settling Zone when Height at Outlet Zone with respect to Area of Tank is Given
Go
Verified
Height of Settling Zone when Height at Outlet Zone with respect to Discharge is Given
Go
Verified
Height of Settling Zone when Height at Outlet Zone with respect to Settling Velocity is Given
Go
Verified
Height of Settling Zone when Length of Sedimentation Tank with respect to Surface Area is Given
Go
Verified
Height of Settling Zone when Length of Tank with respect to Darcy Weishbach Factor is Given
Go
Verified
Height of Settling Zone when Length of Tank with respect to Height for Practical Purpose is Given
Go
Verified
Height of Settling Zone when Ratio of Removal with respect to Tank Height is Given
Go
Horizontal Curves
(1)
Verified
Equilibrium Super-elevation on Road
Go
20 More Horizontal Curves Calculators
Go
Horizontal Shear Flow
(1)
Verified
Distance from Centroid given Horizontal Shear Flow
Go
4 More Horizontal Shear Flow Calculators
Go
Hydraulic Gradient
(2)
Created
Hydraulic gradient when Flow Velocity is Given
Go
Created
Hydraulic gradient when Rate of Flow is Given
Go
Hydraulic Loading Rate
(5)
Created
Flowrate Applied to Filter Without Recirculation when Hydraulic Loading is Given
Go
Created
Hydraulic Loading of the Filter
Go
Created
Influent Wastewater Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given
Go
Created
Recycle Flow Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given
Go
Created
Total Applied Hydraulic Loading Rate
Go
Hydraulic Mean Depth
(3)
Created
Hydraulic Mean Depth of the Channel when Drag Force is Given
Go
Created
Hydraulic Mean Depth when Self Cleaning Invert Slope is Given
Go
Created
Hydraulic Mean Depth when Self Cleansing velocity is Given
Go
Hydraulic Mean Depth for Full Flow
(5)
Created
Hydraulic Mean Depth for Full Flow when Bed Slope for Partial Flow is Given
Go
Created
Hydraulic Mean Depth for Full Flow when Only Velocity Ratio is Given
Go
Created
Hydraulic Mean Depth for Full Flow when Self Cleansing Velocity is Given
Go
Created
Hydraulic Mean Depth for Full Flow when Velocity of Full Flow is Given
Go
Created
Hydraulic Mean Depth for Full Flow when Velocity Ratio is Given
Go
Hydraulic Mean Depth for Partial Flow
(5)
Created
Hydraulic Mean Depth for Partial Flow when Bed Slope for Partial Flow is Given
Go
Created
Hydraulic Mean Depth for Partial Flow when Only Velocity Ratio is Given
Go
Created
Hydraulic Mean Depth for Partial Flow when Self Cleansing Velocity is Given
Go
Created
Hydraulic Mean Depth for Partial Flow when Velocity of Full Flow is Given
Go
Created
Hydraulic Mean Depth for Partial Flow when Velocity Ratio is Given
Go
Hydraulic Mean Depth Ratio
(3)
Created
Hydraulic Mean Depth Ratio when Discharge Ratio is Given
Go
Created
Hydraulic Mean Depth Ratio when Self Cleansing Discharge is Given
Go
Created
Hydraulic Mean Depth Ratio when Velocity Ratio is Given
Go
Hydroelectric Power Generation
(3)
Verified
Efficiency of turbine and generator given Power obtained from water flow in horsepower
Go
Verified
Power obtained from water flow in Kilowatt
Go
Verified
The potential energy of a volume of water in hydroelectric power generation
Go
17 More Hydroelectric Power Generation Calculators
Go
Hydrograph Analysis
(8)
Created
Catchment Area in sq km when Number of Days After the Peak is Given
Go
Created
Catchment Area in sq miles when Number of Days After the Peak is Given
Go
Created
Catchment Area when Direct Runoff depth is Given
Go
Created
Direct Runoff depth when Sum of Ordinates is Given
Go
Created
Number of Days After the Peak when Area in sq km is Given
Go
Created
Number of Days After the Peak when Area in sq miles is Given
Go
Created
Sum of Ordinates of Direct Runoff when Direct Runoff depth is Given
Go
Created
Time Interval Between Successive Ordinates when Direct Runoff depth is Given
Go
I-Beam
(4)
Verified
Breadth of Web given the Longitudinal Shear Stress in Web for I beam
Go
Verified
Longitudinal Shear Stress in Web for I beam
Go
Verified
Moment of Inertia for known Longitudinal Shear Stress at the lower edge in Flange of I beam
Go
Verified
Transverse Shear for known Longitudinal Shear Stress in Flange for I beam
Go
8 More I-Beam Calculators
Go
Impelling Force
(2)
Verified
Impelling Force
Go
Verified
Volume of Particle when Impelling Force is Given
Go
Incremental Increase Method
(12)
Created
Average Increase Per Decade when Future Population from Incremental Increase Method is Given
Go
Created
Average Increase Per Decade when Future Population of 2 Decades by Incremental Method is Given
Go
Created
Average Increase Per Decade when Future Population of 3 Decades by Incremental Method is Given
Go
Created
Average Incremental Increase when Future Population from Incremental Increase Method is Given
Go
Created
Average Incremental Increase when Future Population of 2 Decades by Incremental Method is Given
Go
Created
Average Incremental Increase when Future Population of 3 Decades by Incremental Method is Given
Go
Created
Future Population at the End of 2 Decades in Incremental Increase Method
Go
Created
Future Population at the End of 3 Decades in Incremental Increase Method
Go
Created
Future Population at the End of n Decades in Incremental Increase Method
Go
Created
Present Population when Future Population from Incremental Increase Method is Given
Go
Created
Present Population when Future Population of 2 Decades by Incremental Increase Method is Given
Go
Created
Present Population when Future Population of 3 Decades by Incremental Increase Method is Given
Go
Index parameters for soils
(12)
Created
Dry Unit Weight of Soil given Relative Density
Go
Verified
Maximum porosity when relative density in terms of porosity is given
Go
Created
Maximum Unit Weight of Soil given Relative Density
Go
Created
Maximum Void Ratio of Soil given Relative Density
Go
Verified
Minimum porosity when relative density in terms of porosity is given
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 when relative density in terms of porosity is given
Go
Verified
Relative density in terms of porosity
Go
Created
Relative Density of Cohesionless Soil given Unit Weight of Soil
Go
Created
Relative Density of Cohesionless Soil given Void Ratio
Go
Influent and Effluent BOD
(4)
Created
Effluent BOD when Mass of Wasted Activated Sludge is Given
Go
Created
Effluent BOD when Specific Substrate Utilisation Rate Per Day is Given
Go
Created
Influent BOD when Mass of Wasted Activated Sludge is Given
Go
Created
Influent BOD when Specific Substrate Utilisation Rate Per Day is Given
Go
Influent BOD
(4)
Created
Influent BOD when Oxygen Demand and Ultimate BOD Both is Given
Go
Created
Influent BOD when Oxygen Demand of Biomass is Given
Go
Created
Influent BOD when Oxygen Required in Aeration Tank is Given
Go
Created
Influent BOD when Ultimate BOD is Given
Go
Influent Substrate Concentration
(2)
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
Inglis Formula
(3)
Created
Catchment Area when Peak Rate of Runoff from Inglis Formula is Given
Go
Created
Peak Rate of Runoff from Inglis Formula
Go
Created
Peak Rate of Runoff from Inglis Formula Approximate
Go
Inter Censal Period
(5)
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
Inter Censal Period
(5)
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
Interference Among Wells
(16)
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
Internal friction and cohesion
(4)
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
Internal Water Pressure
(12)
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 the liquid
Go
Created
Radius of Pipe using hoop stress and head of the liquid
Go
Created
Radius of Pipe when Hoop Tension in Pipe Shell is Given
Go
Created
Thickness of Pipe using hoop stress and head of the liquid
Go
Created
Thickness of Pipe when Hoop Tension in Pipe Shell is Given
Go
Created
Unit Weight of Water when Hoop Tension in Pipe Shell is Given
Go
Created
Unit Weight of Water when Water Pressure is Given
Go
Created
Water Pressure when Hoop Tension in Pipe Shell is Given
Go
Created
Water Pressure when Unit Weight of Water is Given
Go
Khosla's Formula
(4)
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
Kinematic Viscosity
(5)
Created
Dynamic Viscosity when Kinematic Viscosity of Water is Given
Go
Created
Kinematic Viscosity of Water when Dynamic Viscosity is Given
Go
Created
Kinematic Viscosity of Water when Reynold Number is Given
Go
Created
Kinematic Viscosity of Water when Settling Velocity of Spherical Particle is Given
Go
Created
Kinematic Viscosity when Settling Velocity within Transition Zone is Given
Go
Kinematic Viscosity
(2)
Verified
Kinematic Viscosity given Settling Velocity and Specific Gravity of Particle
Go
Verified
Kinematic Viscosity given Settling Velocity with respect to Kinematic Viscosity
Go
Kuichling's Formula
(2)
Created
Population by Kuichling's Formula given Quantity of Water
Go
Created
Quantity of Water by Kuichling's Formula
Go
Kutter's Formula
(2)
Created
Chezy's Constant by Kutter's Formula
Go
Created
Hydraulic Mean Depth when Chezy's Constant by Kutter's Formula is Given
Go
Lacey's Formula
(8)
Created
Catchment Factor when Run-off in cm by Lacey's Formula is Given
Go
Created
Catchment Factor when Run-off in Inches by Lacey's Formula is Given
Go
Created
Monsoon Duration Factor when Run-off in cm by Lacey's Formula is Given
Go
Created
Monsoon Duration Factor when Run-off in Inches by Lacey's Formula is Given
Go
Created
Run-off in cm by Lacey's Formula
Go
Created
Runoff in cm by Lacey's Formula when Catchment Factor is Given
Go
Created
Run-off in Inches by Lacey's Formula
Go
Created
Runoff in Inches by Lacey's Formula when Class A catchment is Given
Go
Laminar Flow Around A Sphere–Stokes’ Law
(2)
Verified
Dynamic Viscosity of fluid when Terminal Fall Velocity is Given
Go
Verified
Specific Weight of Fluid when Terminal Fall Velocity is Given
Go
23 More Laminar Flow Around A Sphere–Stokes’ Law Calculators
Go
Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow
(3)
Verified
Flow Velocity when No Pressure Gradient is Given
Go
Verified
Horizontal Distance when Flow Velocity with No Pressure Gradient is Given
Go
Verified
Pressure Gradient when Flow Velocity is Given
Go
9 More Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow Calculators
Go
Laminar Flow Between Parallel Plates–Both Plates At Rest
(5)
Verified
Distance Between Plates when Pressure Head Drop is Given
Go
Verified
Distance Between Plates when Shear Stress Distribution Profile is Given
Go
Verified
Length of Pipe when Pressure Head Drop is Given
Go
Verified
Maximum Velocity when Mean Velocity of Flow is Given
Go
Verified
Pressure Difference
Go
17 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators
Go
Lateral Pressure of Cohesion less Soils
(18)
Created
Angle of Internal Friction of Soil given Coefficient of Active Pressure
Go
Created
Angle of Internal Friction of Soil when Coefficient of Passive Pressure is Given
Go
Created
Coefficient of Active Pressure given Angle of Internal Friction of Soil
Go
Created
Coefficient of Active Pressure when Total Thrust from the Soil for Level Surface is Given
Go
Created
Coefficient of Passive Pressure given Angle of Internal Friction of Soil
Go
Created
Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given
Go
Created
Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given
Go
Created
Total Height of Wall given Total Thrust from Soil that are Free to move
Go
Created
Total Height of Wall when Total Thrust from the Soil for Level Surface Behind the Wall is Given
Go
Created
Total Height of Wall when Total Thrust from the Soil that are Completely Restrained is Given
Go
Created
Total Thrust from Soil that are Completely Restrained
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
Total Thrust from the Soil that are Completely Restrained and Surface is Level
Go
Created
Unit Weight of Soil given Total Thrust from Soil that are Free to move
Go
Created
Unit Weight of Soil when Thrust of Soil that are Completely Restrained and Surface is Level is Given
Go
Created
Unit Weight of Soil when Total Thrust from the Soil for Level Surface Behind the Wall is Given
Go
Created
Unit Weight of Soil when Total Thrust from the Soil that are Completely Restrained is Given
Go
Lateral Pressure of Cohesive Soils
(10)
Created
Coefficient of Passive Pressure when Thrust of Soil are Free to Move only a Small Amount is Given
Go
Created
Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given
Go
Created
Cohesion of soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given
Go
Created
Height of Wall when Total Thrust of the Soil that are Free to Move only a Small Amount is Given
Go
Created
Total Thrust from Soil that are Free to Move only Small Amount
Go
Created
Total Thrust from Soil that are Free to Move to Considerable Amount
Go
Created
Total Thrust from Soil with Small Angles of Internal Friction
Go
Created
Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given
Go
Created
Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given
Go
Created
Unit Weight of the Soil when Total Thrust from the Soil that are Free to Move is Given
Go
Leaf Spring
(5)
Verified
Bending Stress of Leaf Spring
Go
Verified
Length when Bending Stress of Leaf Spring is Given
Go
Verified
Length when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given
Go
Verified
Number of Plates when Bending Stress of Leaf Spring is Given
Go
Verified
Width when Proof Load on Leaf Spring is Given
Go
17 More Leaf Spring Calculators
Go
Length of Sedimentation Tank
(3)
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
Length of Settling Zone
(4)
Verified
Length of Settling Zone when Detention Time is Given
Go
Verified
Length of Settling Zone when Height at Outlet Zone with respect to Discharge is Given
Go
Verified
Length of Settling Zone when Surface Area of Sedimentation Tank is Given
Go
Verified
Length of Settling Zone when Vertical Falling Speed in Sedimentation Tank is Given
Go
Length of Tank
(5)
Created
Length of Tank when Detention Time is Given
Go
Created
Length of Tank when Flow Velocity is Given
Go
Created
Length of Tank when Overflow Rate is Given
Go
Created
Length of Tank when Settling Velocity is Given
Go
Created
Length of Tank when Settling Velocity of Particular Sized Particle is Given
Go
Levels of Noise
(6)
Verified
Sound Level in Bels
Go
Verified
Sound Level in Decibels
Go
Verified
Sound Pressure when Sound Level in Bels is Given
Go
Verified
Sound Pressure when Sound Level in Decibels is Given
Go
Verified
Standard Sound Pressure when Sound Level in Bels is Given
Go
Verified
Standard Sound Pressure when Sound Level in Decibels is Given
Go
Limits and Index of soil
(13)
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
Load Factor Design for Bridge Beams
(9)
Verified
Area of Flange for Braced Non-Compact Section for LFD
Go
Verified
Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given
Go
Verified
Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given
Go
Verified
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Go
Verified
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Verified
Smaller Moment of unbraced length for Compact Section for LFD given Maximum Unbraced Length
Go
Verified
Ultimate Moment of unbraced length for Compact Section when Maximum Unbraced Length is Given
Go
Verified
Width of Projection of Flange for Braced Non-Compact Section when Maximum Bending Moment is Given
Go
Verified
Width of Projection of Flange for Compact Section for LFD when Minimum Flange Thickness is Given
Go
13 More Load Factor Design for Bridge Beams Calculators
Go
Local Shear Failure
(8)
Created
Bearing Capacity Factor Dependent on Cohesion for the Case of Local Shear Failure
Go
Created
Bearing Capacity Factor Dependent on Surcharge for the Case of Local Shear Failure
Go
Created
Bearing Capacity Factor Dependent on Unit Weight for the Case of Local Shear Failure
Go
Created
Cohesion of Soil when Net Ultimate Bearing Capacity for Local Shear Failure is Given
Go
Created
Effective Surcharge when Net Ultimate Bearing Capacity for Local Shear Failure is Given
Go
Created
Net Ultimate Bearing Capacity for Local Shear Failure
Go
Created
Unit Weight of Soil Under Strip Footing for the Case of Local Shear Failure
Go
Created
Width of Footing when Net Ultimate Bearing Capacity for Local Shear Failure is Given
Go
Longitudinal Shear Stress for Rectangular Section
(1)
Verified
Depth when Average Longitudinal Shear Stress for Rectangular Section is Given
Go
7 More Longitudinal Shear Stress for Rectangular Section Calculators
Go
Longitudinal Shear Stress for Solid Circular Section
(1)
Verified
Radius when Average Longitudinal Shear Stress for Solid Circular Section is Given
Go
5 More Longitudinal Shear Stress for Solid Circular Section Calculators
Go
Manning's Formula
(4)
Created
Bed Slope of the Sewer when Flow Velocity by Manning's Formula is Given
Go
Created
Flow Velocity by Manning's Formula
Go
Created
Hydraulic Mean Depth when Flow Velocity by Manning's Formula is Given
Go
Created
Rugosity Coefficient when Flow Velocity by Manning's Formula is Given
Go
Manning's Formula
(18)
Created
Diameter of Pipe when Head loss by Manning Formula is established
Go
Created
Diameter of Pipe when Velocity of Flow in Pipe by Manning Formula is established
Go
Created
Head loss by Manning Formula
Go
Created
Head loss by Manning Formula when Radius of Pipe is Given
Go
Created
Hydraulic Gradient by Manning Formula when Diameter is Given
Go
Created
Hydraulic Gradient when Velocity of Flow in Pipe by Manning Formula is Given
Go
Created
Length of Pipe by Manning Formula when Radius of Pipe is Given
Go
Created
Length of Pipe when Head loss by Manning Formula is established
Go
Created
Manning's Coefficient by Manning Formula when Radius of Pipe is Given
Go
Created
Manning's Coefficient when Diameter of Pipe is established
Go
Created
Manning's Coefficient when Head loss by Manning Formula is established
Go
Created
Manning's Coefficient when Velocity of Flow is Given
Go
Created
Radius of Pipe when Head loss by Manning Formula is Given
Go
Created
Radius of Pipe when Velocity of Flow in Pipe by Manning Formula is Given
Go
Created
Velocity of Flow in Pipe by Manning Formula
Go
Created
Velocity of Flow in Pipe by Manning Formula when Diameter is established
Go
Created
Velocity of Flow in Pipe by Manning Formula when Radius of Pipe is Given
Go
Created
Velocity of Flow in Pipe when Head loss by Manning Formula is established
Go
Mass of Solid in Reactor
(5)
Created
Mass of Solids in the Reactor
Go
Created
Mass of Solids Leaving the System Per Day
Go
Created
Mass of Solids Removed with the Wasted Sludge Per Day
Go
Created
Mass of Suspended Solids in the System
Go
Created
Mass of the Solids Removed with the Effluent Per Day
Go
Maximum Stress of a Triangular Section
(2)
Verified
Shear stress at neutral axis in a triangular section
Go
Verified
Transverse shear of a triangular section when maximum shear stress is provided
Go
6 More Maximum Stress of a Triangular Section Calculators
Go
Maximum Yield Coefficient
(5)
Created
Maximum Yield Coefficient
Go
Created
Maximum Yield Coefficient when Mass of Wasted Activated Sludge is Given
Go
Created
Maximum Yield Coefficient when Reciprocal of Sludge Age is Given
Go
Created
Maximum Yield Coefficient when Sludge Age is Given
Go
Created
Microbial Mass Synthesis when Maximum Yield Coefficient is Given
Go
Measurement of Distance with Tapes
(11)
Created
Actual Tension given Tension Correction to Measured Length
Go
Created
Correction to be Subtracted from Slope Distance
Go
Created
Correction to be Subtracted from Slope Distance given difference in Elevation
Go
Created
Measured Length for Tension Correction to Measured Length
Go
Created
Measured Length given Temperature Correction
Go
Created
Measured Length when Correction to be Subtracted from Slope Distance is Given
Go
Created
Tape Cross-Sectional Area for Tension Correction to Measured Length
Go
Created
Tape Elasticity Modulus given Tension Correction to Measured Length
Go
Created
Tape Standardized Tension given Tension Correction to Measured Length
Go
Created
Temperature Correction to Measured Length
Go
Created
Tension Correction to Measured Length
Go
4 More Measurement of Distance with Tapes Calculators
Go
Metric Unit Constant
(5)
Created
Constant used in Metric Unit when Flood Discharge by Dicken's Formula is Given
Go
Created
Constant used in Metric Unit when Flood Discharge by Fanning's Formula is Given
Go
Created
Constant used in Metric Unit when Flood Discharge by Fuller's Formula is Given
Go
Created
Constant used in Metric Unit when Flood Discharge by Nawab Jang Bahadur Formula is Given
Go
Created
Constant used in Metric Unit when Flood Discharge for Madras Catchment is Given
Go
Meyerhof's Analysis
(8)
Created
Angle of Internal Friction given the Bearing Capacity Factors
Go
Created
Bearing Capacity Factor Dependent on Surcharge when Angle of Internal Friction is Given
Go
Created
Bearing Capacity Factor Dependent on Surcharge when Unit Weight Bearing Capacity Factor is Given
Go
Created
Bearing Capacity Factor Dependent on Unit Weight Given the Angle of Internal Friction
Go
Created
Length of Footing when Angle of Shearing Resistance by Meyerhof's Analysis is Given
Go
Created
Plane Strain Angle of Shearing Resistance by Meyerhof's Analysis
Go
Created
Triaxial Angle of Shearing Resistance by Meyerhof's Analysis
Go
Created
Width of Footing when Angle of Shearing Resistance by Meyerhof's Analysis is Given
Go
Minimum depth of foundation Rankine's Analysis
(20)
Created
Cohesion of Soil when Normal Stress 1 during Shear Failure is Given
Go
Created
Depth of Footing given Normal Stress 1
Go
Created
Depth of Footing when Angle of Inclination from Horizontal is Given
Go
Created
Depth of Footing when Angle of Shearing Resistance is Given
Go
Created
Depth of Footing when Effective Angle of Shearing Resistance is Given
Go
Created
Depth of Footing when Normal Stress 3 is Given
Go
Created
Intensity of Loading when Minimum Depth of Foundation is Given
Go
Created
Major Stress during Shear Failure by Rankine Analysis
Go
Created
Minimum Depth of Foundation when Intensity of Loading is Given
Go
Created
Normal Stress 1 during Shear Failure For Cohesionless Soil
Go
Created
Normal Stress 1 when Unit Weight of Soil is Given
Go
Created
Normal Stress 3 during Shear Failure by Rankine Analysis
Go
Created
Normal Stress 3 when Unit Weight of Soil is Given
Go
Created
Ultimate Bearing Capacity provided the Angle of Inclination from Horizontal
Go
Created
Ultimate Bearing Capacity when Angle of Shearing Resistance is Given
Go
Created
Unit Weight of Soil given the Angle of Inclination from Horizontal
Go
Created
Unit Weight of Soil when Angle of Shearing Resistance is Given
Go
Created
Unit Weight of Soil when Intensity of Loading is Given
Go
Created
Unit Weight of Soil when Normal Stress 1 is Given
Go
Created
Unit Weight of Soil when Normal Stress 3 is Given
Go
Minimum Velocity to be Generated in Sewers
(9)
Created
Chezy's Constant when Friction Factor is Given
Go
Created
Chezy's Constant when Self Cleansing Velocity is Given
Go
Created
Cross sectional Area of Flow when Hydraulic Mean Radius of Channel is Given
Go
Created
Dimension Less Constant when Friction Factor is Given
Go
Created
Dimension Less Constant when Rugosity Coefficient is Given
Go
Created
Dimension Less Constant when Self Cleansing velocity is Given
Go
Created
Friction Factor when Self Cleansing velocity is Given
Go
Created
Rugosity Coefficient when Self Cleansing velocity is Given
Go
Created
Unit weight of Water when Hydraulic Mean Depth is Given
Go
Mixed Liquor Suspended Solid MLSS
(7)
Created
MLSS in the Returned or Wasted Sludge when Sludge Recirculation Flow is Given
Go
Created
MLSS in the Returned or Wasted Sludge when Sludge Recirculation Ratio is Given
Go
Created
MLSS in the Returned or Wasted Sludge when Sludge Volume Index is Given
Go
Created
MLSS when Sludge Recirculation Rate is Given
Go
Created
MLSS when Sludge Recirculation Ratio is Provided
Go
Created
MLSS when Sludge Volume Index and Recirculation Ratio is Given
Go
Created
MLSS when SVI and Sewage Discharge is Given
Go
MLSS
(6)
Created
Mixed Liquor Suspended Solids when Sludge Age is Given
Go
Created
MLSS when Concentration of Solids is Provided
Go
Created
MLSS when Mass of Solids in the Reactor is Given
Go
Created
MLSS when Mass of Wasted Activated Sludge is Given
Go
Created
MLSS when Sludge Age is Given
Go
Created
MLSS when Specific Substrate Utilisation Rate Per Day is Given
Go
MLSS Returned
(4)
Created
MLSS Returned when Oxygen Demand and Ultimate BOD Both is Given
Go
Created
MLSS Returned when Oxygen Demand of Biomass is Given
Go
Created
MLSS Returned when Oxygen Required in Aeration Tank is Given
Go
Created
MLSS Returned when Ultimate BOD is Given
Go
Modified Drawdown
(5)
Created
Difference Between Modified Drawdowns given Aquifer Constant
Go
Created
Modified Drawdown in Well 1
Go
Created
Modified Drawdown in Well 1 when Aquifer Constant is Given
Go
Created
Modified Drawdown in Well 2
Go
Created
Modified Drawdown in Well 2 when Aquifer Constant is Given
Go
Modified Shield's Formula
(6)
Created
Diameter of Particle when Maximum Critical Scour Velocity is Given