Calculators Created by Ishita Goyal

Verified Apparent Velocity of Seepage

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Verified Apparent Velocity of Seepage when Discharge and Cross-Sectional Area is Given

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Verified Coefficient of Permeability when Apparent Velocity of Seepage is Given

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Verified Hydraulic Gradient when Apparent Velocity of Seepage is Given

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3 More Apparent Velocity of Seepage Calculators

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Verified Shear Stress in Bi-Axial Loading

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3 More Normal Stress in Bi-Axial Loading Calculators

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Verified Normal Stress when Member Subjected to Axial Load

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Verified Stress along Y-direction when Shear Stress when Member Subjected to Axial Load is Given

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3 More Normal Stress of members Subjected to Axial Load Calculators

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Verified Acceleration Due to Gravity when Settling Velocity and Diameter is Given

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Verified Acceleration Due to Gravity when Settling Velocity for Turbulent Settling is Given

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Verified Acceleration Due to Gravity when Settling Velocity within Transition Zone is Given

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Verified Adjusted Design Value for Extreme Fiber Bending

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Verified Adjusted Design Value for Shear

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4 More Adjustment Factors for Design Values Calculators

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Verified Adjusted Design Value for Lateral Loading for Lag Screws

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Verified Adjusted Design Value for Lateral Loading for Metal Plate Connectors

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Verified Adjusted Design Value for Lateral Loading for Nails and Spikes

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Verified Adjusted Design Value for Lateral Loading for Wood Screws

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Verified Adjusted Design Value for Withdrawal for Drift Bolts and Pins

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Verified Adjusted Design Value for Withdrawal for Lag Screws

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7 More Adjustment of Design Values for Connections with Fasteners Calculators

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Created Allowable Stress in Stirrup Steel when Area in Legs of a Vertical Stirrup is Given

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Created Area Required in Legs of a Vertical Stirrup

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Created Distance from Extreme Compression to Centroid when Area in Legs of a Vertical Stirrup is Given

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Created Distance from Extreme Compression to Centroid when Nominal Unit Shear Stress is Given

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Created Excess Shear when Area in Legs of a Vertical Stirrup is Given

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Created Excess Shear when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances

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Created Excess Shear when Vertical Stirrup Leg Area is Given for Single Bar Bent at Angle α

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Created Nominal Unit Shear Stress

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Created Shear when Nominal Unit Shear Stress is Given

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Created Stirrups Spacing when Area in Legs of a Vertical Stirrup is Given

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Created Stirrups Spacing when Stirrup Leg Area is Given for Group of Bars Bent up Different Distances

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Created Vertical Stirrup Leg Area when Group of Bars is Bent at Different Distances

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Created Vertical Stirrup Leg Area when Single Bar is Bent at an Angle α

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Verified Allowable Stress when Area of Compression Flange is Solid and Not Less than Tension Flange

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Verified Allowable Stress when Simplifying Term is Between 0.2 and 1

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Verified Allowable Stress when Simplifying Term is Greater than 1

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Verified Maximum Fiber Stress in Bending for Laterally Supported Compact Beams and Girders

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Verified Maximum Fiber Stress in Bending for Laterally Supported Noncompact Beams and Girders

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Verified Maximum Unsupported Length of Compression Flange-1

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Verified Maximum Unsupported Length of Compression Flange-2

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Verified Modifier for Moment Gradient

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Verified Simplifying Term for Allowable Stress Equations

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Verified Allowable Compressive Stress when Slenderness Ratio is Less than Cc

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Verified Allowable Compressive Stress when Slenderness Ration is Greater than Cc

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Verified Effective Length Factor

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Verified Safety Factor for Allowable Compressive Stress

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Verified Slenderness Ratio Used for Separation

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Verified Aquifer Constant

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Verified Aquifer Constant when Difference in Drawdowns at Two Wells is Given

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Verified Aquifer Constant when Drawdown in Well is Given

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Verified Aquifer Constant when Difference Between Modified Drawdowns is Given

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Verified Aquifer Constant when Modified Drawdown is Given

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Verified Discharge from Two Wells with Base 10

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Verified Discharge in Unconfined Aquifer

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Verified Discharge in Unconfined Aquifer with Base 10

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Verified Discharge when Length of the Strainer is Given

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Verified Discharge when Two Observation Well is Taken

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Verified Rate of Flow when Coefficient of Permeability is Given

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Verified Rate of Flow when Flow Velocity is Given

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Verified Confined Aquifer Discharge when Coefficient of Transmissibility and Depth of Water is Given

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Verified Confined Aquifer Discharge when Coefficient of Transmissibility is Given

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Verified Confined Aquifer Discharge when Depth of Water in Two Wells are Given

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Verified Confined Aquifer Discharge when Drawdown at the Well is Given

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Verified Confined Aquifer Discharge with Base 10 when Coefficient of Transmissibility is Given

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Verified Confined Aquifer Discharge with Base 10 when Drawdown at the Well is Given

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Verified Discharge in Confined Aquifer

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Verified Discharge in Confined Aquifer when Coefficient of Transmissibility is Given

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Verified Discharge in Confined Aquifer with Base 10

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Verified Discharge in Confined Aquifer with Base 10 when Coefficient of Transmissibility is Given

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Verified Aquifer Loss Coefficient

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Verified Aquifer Loss Coefficient when Aquifer Loss is Given

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Verified Aquifer Loss Coefficient when Drawdown is Given

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Verified Aquifer Loss when Aquifer Loss Coefficient is Given

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Verified Aquifer Loss when Drawdown is Given

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Verified Aquifer Thickness from Impermeable Layer when Coefficient of Transmissibility is Given

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Verified Aquifer Thickness from Impermeable Layer when Coefficient of Transmissibility with Base 10 is Given

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Verified Aquifer Thickness from Impermeable Layer when Discharge in Confined Aquifer is Given

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Verified Aquifer Thickness from Impermeable Layer when Discharge in Confined Aquifer with Base 10 is Given

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Verified Aquifer Thickness when Confined Aquifer Discharge is Given

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Verified Aquifer Thickness when Confined Aquifer Discharge with Base 10 is Given

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Verified Aquifer Thickness when Depth of Water in Two Wells are Given

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Verified Thickness of Confined Aquifer when Discharge in Confined Aquifer is Given

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Verified Thickness of Confined Aquifer when Discharge in Confined Aquifer with Base 10 is Given

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Verified Thickness of Aquifer from Impermeable Layer when Modified Drawdown in Well 1 is Given

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Verified Thickness of Aquifer from Impermeable Layer when Modified Drawdown in Well 2 is Given

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Verified Thickness of Aquifer when Discharge in Unconfined Aquifer is Given

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Verified Thickness of Aquifer when Discharge in Unconfined Aquifer with Base 10 is Given

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Verified Thickness of Aquifer when Drawdown Value measured at the Well is Given

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Verified Thickness of Aquifer from Impermeable Layer when Drawdown in Well 1 is Given

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Verified Thickness of Aquifer from Impermeable Layer when Drawdown in Well 2 is Given

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Verified Angle Between Crown and Abutments when Thrust at Abutments of an Arch Dam is Given

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Verified Constant K5 when Rotation Due to Shear on a Arch Dam is Given

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Verified Deflection Due to Moments on a Arch Dam

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Verified Elastic Modulus of Rock when Deflection Due to Moments on a Arch Dam is Given

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Verified Elastic Modulus of Rock when Deflection Due to Shear on a Arch Dam is Given

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Verified Moment at Crown of an Arch Dam

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Verified Moments when Deflection Due to Moments on a Arch Dam is Given

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Verified Normal Radial Pressure at the centerline when Moment at Crown of an Arch Dam is Given

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Verified Normal Radial Pressure at the centerline when Thrust at Abutments of an Arch Dam is Given

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Verified Radial Thickness of the Element when Deflection Due to Moments on a Arch Dam is Given

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Verified Radial Thickness of the Element when Rotation Due to Twist on a Arch Dam is Given

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Verified Radius to the centerline when Thrust at Abutments of an Arch Dam is Given

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Verified Thrust when Extrados Stresses on a Arch Dam is Given

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Verified Thrust when Intrados Stresses on a Arch Dam is Given

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32 More Arch Dams Calculators

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Verified Area of Cross-section for Full Flow when Hydraulic Mean Depth and Discharge Ratio is Given

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Verified Area of Cross-section for Full Flow when Only Discharge Ratio is Given

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Verified Area of Cross-section for Full Flow when Only Hydraulic Mean Depth Ratio is Given

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Verified Area of Cross-section for Partial Flow when Hydraulic Mean Depth and Discharge Ratio is Given

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Verified Area of Cross-section for Partial Flow when Only Discharge Ratio is Given

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Verified Area of Cross-section for Partial Flow when Only Hydraulic Mean Depth Ratio is Given

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Verified Cross-section Area of Tank when Flow Velocity is Given

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Verified Plan Area when Settling Velocity is Given

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Verified Plan Area when Settling Velocity of Particular Sized Particle is Given

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Verified Average Increment for a Decade when Future Population at End of 2 Decades is Given

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Verified Average Increment for a Decade when Future Population at End of 3 Decades is Given

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Verified Average Increment for a Decade when Future Population is Given

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Verified Future Population at the End of 2 Decades

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Verified Future Population at the End of 3 Decades

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Verified Future Population at the End of n Decades

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Verified Number of Decades when Future Population is Given

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Verified Present Population when Future Population at the End of 2 Decades is Given

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Verified Present Population when Future Population at the End of 3 Decades is Given

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Verified Present Population when Future Population at the End of n Decades is Given

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Verified Bazin's Constant Chezy's Constant by Bazin's Formula

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Verified Chezy's Constant by Bazin's Formula

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Verified Hydraulic Mean Depth when Chezy's Constant by Bazin's Formula is Given

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Verified Breadth for rectangular section to maintain stress as wholly compressive when Eccentricity is Given

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Verified Depth of beam of uniform strength

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Verified Eccentricity to maintain stress as wholly compressive

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Verified Loading of beam of uniform strength

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8 More Beams Calculators

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Verified Bearing Area Factor

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1 More Bearing Area Factor Calculators

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Verified Average Unit Weight of Soil when Effective Surcharge is Given

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Verified Average Unit Weight of Soil when Net Pressure Intensity is Given

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Verified Average Unit Weight of Soil when Net Ultimate Bearing Capacity is Given

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Verified Average Unit Weight of Soil when Safe Bearing Capacity is Given

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Verified Average Unit Weight of Soil when Ultimate Bearing Capacity is Given

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Verified Depth of Footing when Effective Surcharge is Given

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Verified Depth of Footing when Net Pressure Intensity is Given

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Verified Depth of Footing when Net Ultimate Bearing Capacity is Given

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Verified Depth of Footing when Safe Bearing Capacity is Given

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Verified Depth of Footing when Ultimate Bearing Capacity is Given

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Verified Effective Surcharge when Depth of Footing is Given

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Verified Effective Surcharge when Factor of Safety is Given

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Verified Effective Surcharge when Net Pressure Intensity is Given

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Verified Effective Surcharge when Ultimate Bearing Capacity is Given

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Verified Factor of Safety when Net Safe Bearing Capacity is Given

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Verified Factor of Safety when Safe Bearing Capacity is Given

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Verified Factor of Safety when Ultimate Bearing Capacity is Given

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Verified Gross Pressure Intensity when Average Unit Weight of Soil is Given

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Verified Gross Pressure Intensity when Net Pressure Intensity is Given

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Verified Net Pressure Intensity

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Verified Net Pressure Intensity when Average Unit Weight of Soil is Given

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Verified Net Safe Bearing Capacity

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Verified Net Safe Bearing Capacity when Safe Bearing Capacity is Given

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Verified Net Safe Bearing Capacity when Ultimate Bearing Capacity is Given

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Verified Net Ultimate Bearing Capacity when Depth of Footing is Given

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Verified Net Ultimate Bearing Capacity when Net Safe Bearing Capacity is Given

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Verified Net Ultimate Bearing Capacity when Safe Bearing Capacity is Given

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Verified Net Ultimate Bearing Capacity when Ultimate Bearing Capacity is Given

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Verified Safe Bearing Capacity

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Verified Safe Bearing Capacity when Net Ultimate Bearing Capacity is Given

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Verified Ultimate Bearing Capacity

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Verified Ultimate Bearing Capacity of Soil Under a Long Footing at the Surface of a Soil

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Verified Ultimate Bearing Capacity when Depth of Footing is Given

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Verified Ultimate Bearing Capacity when Factor of Safety is Given

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Verified Steel Yield Strength for milled surface when allowable Bearing Stress for d < 635 mm is Given

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5 More Bearing on Milled Surfaces Calculators

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Verified Allowable Bearing Stress for Milled Surface Including Bearing Stiffeners

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Verified Allowable Bearing Stress for Rollers and Rockers

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Verified Diameter of Roller or Rocker When Allowable Bearing Stress is Given

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Verified Actual Bearing Pressure Under Plate

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Verified Allowable Bearing Stress on Concrete when Full Area is Used for Support

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Verified Allowable Bearing Stress on Concrete when Less Than Full Area is Used for Support

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Verified Allowable Bending Stress When Plate Thickness is Given

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Verified Area Required by the Bearing Plate if the Plate Covers Less than Full Area of Concrete For Support

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Verified Area Required by the Bearing Plate When Full Concrete Area is Used for Support

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Verified Beam Reaction when Actual Bearing Pressure is Given

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Verified Beam Reaction when Area Required by Bearing Plate is Given

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Verified Minimum Bearing Length of Plate When Actual Bearing Pressure is Given

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Verified Minimum Width of Plate When Actual Bearing Pressure is Given

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Verified Minimum Width of Plate When Plate Thickness is Given

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Verified Plate Thickness

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Verified Bed Slope for Full Flow when Bed Slope for Partial Flow is Given

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Verified Bed Slope for Full Flow when Velocity Ratio is Given

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Verified Bed Slope for Partial Flow

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Verified Bed Slope for Partial Flow when Velocity Ratio is Given

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Verified Ratio of Bed Slope when Velocity Ratio is Given

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Verified Maximum Bending Stress for Load Applied to Narrow Member Face

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Verified Maximum Compressive Stress for Biaxial Bending

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Verified Maximum Compressive Stress for Uniaxial Bending

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Verified Live Load Moment when Stress in Steel for Shored Members is Given

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8 More Bending Stresses Calculators

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Verified Change in Normal Stress when Overall Pore Pressure Coefficient is Given

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Verified Change in Pore Pressure when Overall Pore Pressure Coefficient is Given

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Verified Effective Angle of Internal Friction when Shear Force in Bishop's Analysis is Given

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Verified Effective Angle of Internal Friction when Shear Strength is Given

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Verified Effective Cohesion of Soil when Normal Stress on the Slice is Given

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Verified Effective Cohesion of Soil when Shear Force in Bishop's Analysis is Given

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Verified Effective Stress on the Slice

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Verified Factor of Safety Given by Bishop

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Verified Factor of Safety when Shear Force in Bishop's Analysis is Given

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Verified Height of Slice when Pore Pressure Ratio is Given

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Verified Horizontal Distance of Slice from Centre of Rotation

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Verified Length of the Arc of the Slice

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Verified Length of the Arc of the Slice when Effective Stress is Given

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Verified Length of the Arc of the Slice when Shear Force in Bishop's Analysis is Given

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Verified Normal Stress on the Slice

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Verified Normal Stress on the Slice when Shear Strength is Given

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Verified Overall Pore Pressure Coefficient

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Verified Pore Pressure Ratio when Factor of Safety is Given

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Verified Pore Pressure ratio when Horizontal Width is Given

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Verified Pore Pressure Ratio when Unit Weight is Given

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Verified Pore Pressure when Effective Cohesion of Soil is Given

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Verified Pore Pressure when Effective Stress on the Slice is Given

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Verified Pore Pressure when Shear Force in Bishop's Analysis is Given

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Verified Pore Water Pressure when Pore Pressure Ratio is Given

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Verified Radius of Arc when Total Shear Force on the Slice is Given

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Verified Resultant Vertical Shear Force on Section N

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Verified Resultant Vertical Shear Force on Section N+1

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Verified Shear Force Acting on the Slice when Weight of Slice is Given

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Verified Shear Force in Bishop's Analysis

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Verified Shear Force in Bishop's Analysis when Factor of Safety is Given

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Verified Shear Strength when Normal Stress on the Slice is Given

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Verified Shear Stress when Shear Force in Bishop's Analysis is Given

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Verified Total Normal Force Acting at the Base of the Slice

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Verified Total Normal Force Acting at the Base of the Slice when Effective Stress is Given

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Verified Total Normal Force Acting at the Base of the Slice when Shear Force is Given

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Verified Total Normal Force Acting on the Slice when Weight of Slice is Given

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Verified Total Shear Force on the Slice when Radius of Arc is Given

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Verified Total Weight of Slice when Total Shear Force on the Slice is Given

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Verified Unit weight of Soil when Pore Pressure Ratio is Given

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Verified Weight of Slice when Total Normal Force Acting on the Slice is Given

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Verified Breaking Distance when Velocity is in Kmph

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5 More Braking Distance Calculators

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Verified Drainage Area when Peak Rate of Runoff is Given

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Verified Maximum Rainfall Intensity when Peak Rate of Runoff is Given

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Verified Peak Rate of Runoff from Burkli-Ziegler Formula

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Verified Runoff Coefficient when Peak Rate of Runoff is Given

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Verified Slope of Ground Surface when Peak Rate of Runoff is Given

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Verified Population when Quantity of Water by Buston's Formula is Given

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Verified Quantity of Water by Buston's Formula

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Verified Moment of Inertia when Maximum Intensity in horizontal plane on a Buttress Dam is Given

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Verified Moment when Maximum Intensity in horizontal plane on a Buttress Dam is Given

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Verified Moment when Minimum Intensity in horizontal plane on a Buttress Dam is Given

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Verified Sectional Area of Base when Minimum Intensity in horizontal plane on a Buttress Dam is Given

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8 More Buttress Dams Calculators

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Verified Average Domestic Demand when Total Storage Capacity is Given

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Verified Average Domestic Demand when Value of McDonald Coefficient is Given

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Verified Capacity of Pump when Total Storage Capacity is Given

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Verified Capacity of Pump when Value of McDonald Coefficient is Given

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Verified Duration of Fire when Reserve Storage is Given

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Verified Fire Demand when Reserve Storage is Given

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Verified Fire Demand when Total Storage Capacity is Given

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Verified Fire Demand when Value of McDonald Coefficient is Given

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Verified McDonald Coefficient a when Total Storage Capacity is Given

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Verified McDonald Coefficient b when Total Storage Capacity is Given

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Verified Reserve Fire Pumping Capacity when Reserve Storage is Given

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Verified Reserve Storage

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Verified Total Storage Capacity of Reservoirs

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Verified Total Storage Capacity of Reservoirs when Value of McDonald Coefficient is Given

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Verified Diameter of Pipe when Dynamic Viscosity with length is Given

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Verified Dynamic Viscosity of fluids in flow

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Verified Length of Pipe when Dynamic Viscosity is Given

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Verified Length of Reservoir when Dynamic Viscosity is Given

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Verified Reservoir Area when Dynamic Viscosity is Given

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Verified Specific Weight of Liquid when Dynamic Viscosity is Given

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13 More Capillary Tube Viscometer Calculators

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Verified Channel Flow Time Or Gutter Flow Time

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Verified Length of the Drain when Channel Flow Time is Given

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Verified Velocity in the Drain when Channel Flow Time is Given

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Verified Aquifer Thickness when Aquifer Loss Coefficient is Given

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Verified Coefficient of Permeability when Aquifer Loss Coefficient is Given

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Verified Discharge when Aquifer Loss is Given

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Verified Drawdown when Aquifer Loss Coefficient is Given

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Verified Drawdown when Well Loss is Given

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Verified Radius of Influence when Aquifer Loss Coefficient is Given

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Verified Radius of Well when Aquifer Loss Coefficient is Given

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Verified Well Discharge when Aquifer Loss Coefficient is Given

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Created Barometric Pressure when Sound Pressure is Given

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Created Density of Air when Sound Intensity is Given

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Created Period of Wave

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Created Power of Sound Wave when Sound Intensity is Given

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Created Pressure at Any Time when Root Mean Square Pressure is Given

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Created Speed of Sound Wave

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Created Temperature in Kelvin when Speed of Sound is Given

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Created Total Atmospheric Pressure when Sound Pressure is Given

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Created Unit Area when the Sound Intensity is Given

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Created Wavelength of Wave

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Verified Chezy's Constant when Velocity of Flow by Chezy's Formula is Given

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Verified Hydraulic Gradient when Velocity of Flow by Chezy's Formula is Given

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Verified Hydraulic Mean Radius of Channel

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Verified Hydraulic Mean Radius of Channel when Velocity of Flow by Chezy's Formula is Given

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Verified Velocity of Flow by Chezy's Formula

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Verified Wetted Perimeter when Hydraulic Mean Radius of Channel is Given

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Verified Angle of Sector when Top Width is Given

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Verified Diameter of Section when Hydraulic Depth is Given

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Verified Diameter of Section when Hydraulic Radius for channel is Given

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Verified Diameter of Section when Wetted Area is Given

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Verified Hydraulic Depth of circle

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Verified Hydraulic Radius when angle is given

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Verified Section Factor for circle

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Verified Wetted Area for circle

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Verified Wetted Perimeter for circle

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5 More Circular Section Calculators

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Verified Depth of flow in most efficient channel for maximum velocity

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Verified Diameter of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given

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Verified Radius of Section when Depth of flow in Efficient Channel is Given

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Verified Radius of Section when Depth of flow in most efficient channel for maximum velocity is Given

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Verified Radius of Section when Hydraulic Radius is Given

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Verified Wetted Perimeter when Discharge through Channels is Given

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14 More Circular section Calculators

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Verified Area of Cross-section when Central Angle is Given

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Verified Area of Cross-section when Discharge is Given

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Verified Area of Cross-section when Proportionate Area is Given

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Verified Area of Cross-section while Running Full when Proportionate Discharge is Given

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Verified Central Angle when Proportionate Perimeter is Given

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Verified Central Angle when Wetted Perimeter is Given

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Verified Depth of Partial Flow when Proportionate Depth is Given

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Verified Diameter of pipe when Area of Cross-section is Given

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Verified Diameter of the pipe when Hydraulic Mean Depth is Given

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Verified Diameter of the pipe when Proportionate Depth is Given

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Verified Diameter of the pipe when Wetted Perimeter is Given

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Verified Discharge when Pipe is Running Full

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Verified Discharge when Pipe is Running Full when Proportionate Discharge is Given

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Verified Hydraulic Mean Depth when Central Angle is Given

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Verified Hydraulic Mean Depth while Running Full when Only Proportionate Velocity is Given

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Verified Hydraulic Mean Depth while Running Full when Proportionate Hydraulic Mean Depth is Given

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Verified Hydraulic Mean Depth while Running Full when Proportionate Velocity is Given

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Verified Roughness Coefficient while Running Full when Proportionate Velocity is Given

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Verified Velocity while Running Full when Discharge is Given

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Verified Velocity while Running Full when Proportionate Discharge is Given

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Verified Velocity while Running Full when Proportionate Velocity is Given

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Verified Area of Cross-section while Running Partially Full when Discharge is Given

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Verified Area of Cross-section while Running Partially Full when Proportionate Area is Given

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Verified Area of Cross-section while Running Partially Full when Proportionate Discharge is Given

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Verified Discharge when Pipe Running Partially Full

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Verified Discharge when Pipe Running Partially Full when Proportionate Discharge is Given

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Verified Hydraulic Mean Depth while Running Partially Full when Only Proportionate Velocity is Given

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Verified Hydraulic Mean Depth while Running Partially Full when Proportionate Hydraulic Mean Depth is Given

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Verified Hydraulic Mean Depth while Running Partially Full when Proportionate Velocity is Given

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Verified Roughness Coefficient while Running Partially Full when Proportionate Velocity is Given

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Verified Velocity while Running Partially Full when Discharge is Given

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Verified Velocity while Running Partially Full when Proportionate Discharge is Given

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Verified Velocity while Running Partially Full when Proportionate Velocity is Given

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Verified Inflow Rate between Inter-Isochrone Area

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Verified Inter-Isochrone Area when Inflow is Given

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6 More Clark's Method for IUH Calculators

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Verified Clearance when Radius of Cylinder is Given

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Verified Dynamic Viscosity of Fluid Flow when torque is known

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Verified Dynamic Viscosity when Total Torque is Given

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Verified Height of Cylinder when Dynamic Viscosity of Fluid is Given

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Verified Radius of Inner Cylinder when Torque exerted on Outer Cylinder is Given

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Verified Speed of Outer Cylinder when Total Torque is Given

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Verified Speed of Outer Cylinder when Velocity Gradient is Given

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Verified Torque exerted on Outer Cylinder

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14 More Coaxial Cylinder Viscometers Calculators

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Verified Coefficient of Drag for Transition Settling

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Verified Coefficient of Drag for Transition Settling when Reynold Number is Given

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Verified Coefficient of Drag when Drag Force Offered by the Fluid is Given

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Verified Coefficient of Drag when Reynold Number is Given

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Verified Coefficient of Drag when Settling Velocity is Given

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Verified Coefficient of Drag when Settling Velocity of Spherical Particle is Given

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Verified Coefficient of friction when stopping sight distance is given

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Verified Coefficient of Longitudinal Friction when velocity in Breaking Distance in in Kmph is Given

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2 More Coefficient of friction Calculators

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Verified Coefficient of Permeability when Discharge and Length of the Strainer is Given

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Verified Coefficient of Permeability when Discharge from Two Wells with Base 10 is Given

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Verified Coefficient of Permeability when Discharge in Unconfined Aquifer is Given

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Verified Coefficient of Permeability when Discharge in Unconfined Aquifer with Base 10 is Given

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Verified Coefficient of Permeability when Discharge of Two Wells under Consideration is Given

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Verified Coefficient of Permeability when Flow Velocity is Given

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Verified Coefficient of Permeability when Radius of Influence is Given

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Verified Coefficient of Permeability when Rate of Flow is Given

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Verified Coefficient of Permeability when Confined Aquifer Discharge is Given

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Verified Coefficient of Permeability when Confined Aquifer Discharge with Base 10 is Given

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Verified Coefficient of Permeability when Depth of Water in Two Wells are Given

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Verified Coefficient of Permeability when Discharge in Confined Aquifer is Given

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Verified Coefficient of Permeability when Discharge in Confined Aquifer with Base 10 is Given

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Verified Coefficient of Transmissibility when Confined Aquifer Discharge is Given

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Verified Coefficient of Transmissibility when Confined Aquifer Discharge with Base 10 is Given

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Verified Coefficient of Transmissibility when Depth of Water in Two Wells are Given

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Verified Coefficient of Transmissibility when Discharge in Confined Aquifer with Base 10 is Given

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Verified Coefficient of Transmissibility when Discharge is Given

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Verified Angle of Inclination when Factor of Safety against Sliding is Given

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Verified Angle of Inclination when Shear Strength of Soil is Given

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Verified Angle of Internal Friction when Factor of Safety against Sliding is Given

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Verified Angle of Internal Friction when Normal Stress of Cohesionless Soil is Given

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Verified Angle of Internal Friction when Shear Strength of Cohesionless Soil is Given

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Verified Angle of Internal Friction when Shear Strength of Soil is Given

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Verified Factor of Safety against Sliding when Angle of Internal Friction is Given

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Verified Normal Stress when Shear Strength of Cohesionless Soil is Given

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Verified Normal Stress when Shear Stress of Cohesionless Soil is Given

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Verified Shear Strength of Cohesionless Soil

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Verified Shear Strength of Soil when Angle of Internal Friction is Given

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Verified Shear Stress of Soil when Angle of Internal Friction is Given

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Verified Shear Stress when Normal Stress of Cohesionless Soil is Given

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Verified Angle of Internal Friction when Factor of Safety for Cohesive Soil is Given

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Verified Angle of Internal Friction when Shear Strength of Cohesive Soil is Given

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Verified Angle of Internal Friction when Stability Number is Given

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Verified Cohesion of Soil when Factor of Safety for Cohesive Soil is Given

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Verified Cohesion of Soil when Factor of Safety with Respect to Cohesion is Given

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Verified Cohesion of Soil when Mobilised Cohesion is Given

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Verified Cohesion when Critical Depth for Cohesive Soil is Given

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Verified Cohesion when Factor of Safety for Cohesive Soil is Given

Go

Verified Cohesion when Shear Strength of Cohesive Soil is Given

Go

Verified Cohesion when Stability Number for Cohesive Soil is Given

Go

Verified Critical Depth for Cohesive Soil

Go

Verified Critical Depth for Cohesive Soil when Factor of Safety with Respect to Cohesion is Given

Go

Verified Critical Depth when Stability Number for Cohesive Soil is Given

Go

Verified Depth at which Mobilised Cohesion is Considered when Critical Depth is Given

Go

Verified Depth at which Mobilised Cohesion is Considered when Stability Number is Given

Go

Verified Depth at which Mobilised Cohesion is Given

Go

Verified Depth of Prism when Factor of Safety for Cohesive Soil is Given

Go

Verified Factor of Safety for Cohesive Soil

Go

Verified Factor of Safety for Cohesive Soil when Cohesion is Given

Go

Verified Factor of Safety with Respect to Cohesion when Critical Depth is Given

Go

Verified Factor of Safety with Respect to Cohesion when Mobilised Cohesion is Given

Go

Verified Factor of Safety with Respect to Cohesion when Stability Number is Given

Go

Verified Mobilised Cohesion

Go

Verified Mobilised Cohesion when Stability Number for Cohesive Soil is Given

Go

Verified Normal Stress when Factor of Safety for Cohesive Soil is Given

Go

Verified Normal Stress when Shear Strength of Cohesive Soil is Given

Go

Verified Shear Strength of Cohesive Soil

Go

Verified Shear Stress when Factor of Safety for Cohesive Soil is Given

Go

Verified Stability Number for Cohesive Soil

Go

Verified Stability Number for Cohesive Soil when Mobilised Cohesion is Given

Go

Verified Stability Number when Angle of Internal Friction is Given

Go

Verified Stability Number when Factor of Safety with Respect to Cohesion is Given

Go

Verified Unit Weight of Soil when Critical Depth for Cohesive Soil is Given

Go

Verified Unit Weight of Soil when Factor of Safety for Cohesive Soil is Given

Go

Verified Unit Weight of Soil when Factor of Safety with Respect to Cohesion is Given

Go

Verified Unit Weight of Soil when Mobilised Cohesion is Given

Go

Verified Unit Weight of Soil when Stability Number for Cohesive Soil is Given

Go

Verified Bearing Capacity Factor Dependent on Cohesion for Circular Footing

Go

Verified Bearing Capacity Factor Dependent on Cohesion for Square Footing

Go

Verified Bearing Capacity for Circular Footing when Value of Bearing Capacity Factor is Given

Go

Verified Bearing Capacity of Cohesive Soil for Circular Footing

Go

Verified Bearing Capacity of Cohesive Soil for Square Footing

Go

Verified Cohesion of Soil for Circular Footing when Value of Bearing Capacity Factor is Given

Go

Verified Cohesion of Soil when Bearing Capacity for Circular Footing is Given

Go

Verified Cohesion of Soil when Bearing Capacity for Square Footing is Given

Go

Verified Effective Surcharge for Circular Footing when Value of Bearing Capacity Factor is Given

Go

Verified Effective Surcharge when Bearing Capacity for Circular Footing is Given

Go

Verified Effective Surcharge when Bearing Capacity for Square Footing is Given

Go

Verified Length of Footing when Bearing Capacity for Square Footing is Given

Go

Verified Width of Footing when Bearing Capacity for Square Footing is Given

Go

Verified Basic Design Stress when Flat Width Ratio is between 10 and 25

Go

Verified Compressive Stress When Basic Design Stress is restricted to 20000 psi

Go

Verified Compressive Stress When Flat Width Ratio is between 10 and 25

Go

Verified Depth of Stiffener Lip

Go

Verified Flat Width Ratio for Deflection Determination

Go

Verified Flat Width Ratio for Safe Load Determination

Go

Verified Flat Width Ratio if Depth of Stiffener Lip is Provided

Go

Verified Flat Width Ratio if Plate Slenderness Factor is Given

Go

Verified Plate Slenderness Factor

Go

Verified Reduction Factor for Cold Form Strength Determination

Go

6 More Cold Formed / Light Weighted Steel Structures Calculators

Go

Verified Allowable Bearing Pressure When Flange Thickness for H shaped Column is Given

Go

Verified Area Required by the Base Plate

Go

Verified Bearing Pressure When Plate Thickness is Given

Go

Verified Column Depth When Plate Length is Given

Go

Verified Column Flange Width When Plate Length is Given

Go

Verified Column Load if Area Required by the Base Plate is Given

Go

Verified Flange Thickness for H shaped Columns

Go

Verified Plate Length

Go

Verified Thickness of Plate

Go

Verified Thickness of Plate When Flange Thickness for H shaped Column is Given

Go

Created Design Shear when Shear Friction Reinforcement Area is Given

Go

Created Eccentricity of Shear

Go

Created Reinforcement Yield Strength when Shear Friction Reinforcement Area is Given

Go

Created Shear Friction Reinforcement Area

Go

Verified Height when Wind Pressure is Given

Go

4 More Columns Calculators

Go

Verified Distance from extreme fiber when Young's Modulus, Radius and stress induced is given

Go

Verified Young's Modulus when Moment of Resistance, Moment of Inertia and Radius is given

Go

19 More Combined Axial and Bending Loads Calculators

Go

Verified Compaction Production by Compaction Equipment

Go

Verified Compaction Production by Compaction Equipment when Efficiency Factor is Average

Go

Verified Compaction Production by Compaction Equipment when Efficiency Factor is Excellent

Go

Verified Compaction Production by Compaction Equipment when Efficiency Factor is Poor

Go

Verified Efficiency Factor when Compaction Production by Compaction Equipment is Given

Go

Verified Number of Passes when Compaction Production by Compaction Equipment is Given

Go

Verified Ratio of Pay to Loose when Compaction Production by Compaction Equipment is Given

Go

Verified Speed of Roller when Compaction Production by Compaction Equipment is Given

Go

Verified Thickness of lift when Compaction Production by Compaction Equipment is Given

Go

Verified Width of Roller when Compaction Production by Compaction Equipment is Given

Go

Verified Back Bearing in Whole Circle Bearing System

Go

Verified Fore Bearing in Whole Circle Bearing System

Go

Verified Included Angle from Two Lines

Go

Verified Included Angle when Bearings are Measured in Opposite Side of Common Meridian

Go

Verified Included Angle when Bearings are Measured in Same Side of different meridian

Go

Verified Magnetic Bearing if True Bearing with East Declination is Given

Go

Verified Magnetic Bearing if True Bearing with West Declination is Given

Go

Verified Magnetic Declination to East

Go

Verified Magnetic Declination to West for Compass Surveying

Go

Verified True Bearing if Declination is in East

Go

Verified True Bearing if Declination is in West

Go

1 More Compass Surveying Calculators

Go

Verified Stress when Complementary Induced Shear Stress is Given

Go

5 More Complementary Induced Stress Calculators

Go

Verified Allowable stress in the flanges

Go

10 More Composite construction Calculators

Go

Created 28-Day Concrete Compressive Strength

Go

Created 28-Day Concrete Compressive Strength when Water Cement Ratio is Given

Go

Created Modulus of Elasticity for Normal Weight Concrete

Go

Created Water Cement Ratio when 28-Day Concrete Compressive Strength is Given

Go

23 More Compression Calculators

Go

Verified Allowable Compressive Stress Inclined to Grain

Go

Verified Pressure at AC

Go

Verified Pressure at BC

Go

Verified Catchment Factor when Run-off in cm by Lacey's Formula is Given

Go

Verified Catchment Factor when Run-off in Inches by Lacey's Formula is Given

Go

Verified Duration of Rainfall when W-Index is Given

Go

Verified Mean Temperature in Entire Catchment when Run-off in cm is Given

Go

Verified Mean Temperature in Entire Catchment when Run-off is Given

Go

Verified Monsoon Duration Factor when Run-off in cm by Lacey's Formula is Given

Go

Verified Monsoon Duration Factor when Run-off in Inches by Lacey's Formula is Given

Go

Verified Precipitation when W-Index is Given

Go

Verified Rainfall for Catchment in East U.S.A

Go

Verified Rainfall for Catchment in Germany

Go

Verified Rainfall for Catchment in the British Isles

Go

Verified Rainfall in cm by Khosla's Formula

Go

Verified Rainfall in cm for Ghat Area

Go

Verified Rainfall in Inches by Khosla's Formula

Go

Verified Rainfall in Inches for Ghat Area

Go

Verified Rainfall Intensity when Runoff Coefficient is Given

Go

Verified Rainfall when Run-off is Given

Go

Verified Runoff Coefficient when Rainfall Intensity is Given

Go

Verified Run-off Coefficient when Run-off is Given

Go

Verified Run-off for Catchment in East U.S.A

Go

Verified Run-off for Catchment in Germany

Go

Verified Run-off for Catchment in the British Isles

Go

Verified Run-off in cm by Khosla's Formula

Go

Verified Run-off in cm by Lacey's Formula

Go

Verified Runoff in cm by Lacey's Formula when Catchment Factor is Given

Go

Verified Run-off in cm for Ghat Area

Go

Verified Run-off in cm for Non Ghat Area

Go

Verified Run-off in Inches by Khosla's Formula

Go

Verified Run-off in Inches by Lacey's Formula

Go

Verified Runoff in Inches by Lacey's Formula when Class A catchment is Given

Go

Verified Run-off in Inches for Ghat Area

Go

Verified Run-off in Inches for Non Ghat Area

Go

Verified Run-off when Run-off Coefficient is Given

Go

Verified Runoff when W-Index is Given

Go

Verified W-Index when Duration of Rainfall is Given

Go

Verified W-Index when Runoff Coefficient is Given

Go

Verified Bed Slope when Discharge is Given

Go

Verified Conveyance of Channel Section

Go

Verified Conveyance of Section through Manning's Formula

Go

Verified Hydraulic Radius of Channel Section when Conveyance of Channel Section is Given

Go

15 More Computation of Uniform Flow Calculators

Go

Verified Confidence Interval of the Variate bounded by X2

Go

Verified Equation for Confidence Interval of the Variate bounded by x2

Go

6 More Confidence Limits Calculators

Go

Verified Constant Depending upon Soil at Base of Well

Go

Verified Constant Depending upon Soil at Base of Well when Clay Soil is Given

Go

Verified Constant Depending upon Soil at Base of Well when Discharge from a Well is Given

Go

Verified Constant Depending upon Soil at Base of Well when Fine Sand is Given

Go

Verified Constant Depending upon Soil at Base of Well when Specific Capacity is Given

Go

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

Go

Verified Constant Depression Head when Discharge and Time in Hours is Given

Go

Verified Constant Depression Head when Discharge from a Well is Given

Go

Verified Mean Velocity of Water Percolating into the Well

Go

Verified Percolation Intensity Coefficient when Discharge is Given

Go

Verified Time in Hours when Specific Capacity of an Open Well is Given

Go

Verified Time in Hours when Specific Capacity of an Open Well with Base 10 is Given

Go

Created Acceleration due to gravity when area for siphon throat is given

Go

Created Area for siphon throat

Go

Created Coefficient of discharge when area for siphon throat is given

Go

Created Depth of flow over weir when flow diversion is given

Go

Created Discharge when area for siphon throat is given

Go

Created Flow diversion for side weir

Go

Created Head when area for siphon throat is given

Go

Created Length of weir when flow diversion is given

Go

Verified Bed Slope of the Sewer when Flow Velocity by Crimp and Burge's Formula is Given

Go

Verified Flow Velocity by Crimp and Burge's Formula

Go

Verified Hydraulic Mean Depth when Flow Velocity by Crimp and Burge's Formula is Given

Go

Verified Critical Depth in the Control Section

Go

Verified Critical Depth when Discharge Through the Control Section is Given

Go

Verified Critical Depth when Total Critical Energy is Given

Go

Verified Critical Depth when Total Energy at Critical Point is Given

Go

3 More Critical Depth Calculators

Go

Verified Critical Depth for Parabolic Channel

Go

Verified Critical Depth for Triangular Channel

Go

Verified Critical Depth of Flow when Critical Energy for Parabolic Channel is Given

Go

Verified Critical Depth when Critical Energy for Rectangular Channel is Given

Go

Verified Critical Energy for Parabolic Channel

Go

Verified Critical Energy for Rectangular Channel

Go

Verified Critical Section Factor

Go

Verified Discharge when Critical Depth for Parabolic Channel is Given

Go

Verified Discharge when Critical Section Factor is Given

Go

Verified Side Slope of Channel when Critical Depth for Parabolic Channel is Given

Go

Verified Side Slope of Channel when Critical Depth for Triangular Channel is Given

Go

5 More Critical Flow And Its Computation Calculators

Go

Verified Critical Velocity when Acceleration Due to Gravity is Given

Go

Verified Critical Velocity when Critical Depth in the Control Section is Given

Go

Verified Critical Velocity when Depth of Section is Given

Go

Verified Critical Velocity when Discharge Through the Control Section is Given

Go

Verified Critical Velocity when Head Loss is Given

Go

Verified Critical Velocity when Total Critical Energy is Given

Go

Verified Critical Velocity when Total Energy at Critical Point is Given

Go

2 More Critical Velocity Calculators

Go

Verified Cross-sectional Area of Flow into the well when Discharge from an Open Well is Given

Go

Verified Cross-sectional Area of Flow into the well when Discharge is Given

Go

Verified Cross-sectional Area of Well when Specific Capacity for Clay Soil is Given

Go

Verified Cross-sectional Area of Well when Specific Capacity for Coarse Sand is Given

Go

Verified Cross-sectional Area of Well when Specific Capacity for Fine Sand is Given

Go

Verified Cross-sectional Area of Well when Specific Capacity is Given

Go

Verified Cross-sectional Area of Well when Clay Soil is Given

Go

Verified Cross-sectional Area of Well when Constant Depending upon Soil at Base is Given

Go

Verified Cross-sectional Area of Well when Constant Depending upon Soil at Base with Base 10 is Given

Go

Verified Cross-sectional Area of well when Discharge and Constant Depression Head is Given

Go

Verified Cross-sectional Area of Well when Discharge from a Well is Given

Go

Verified Cross-sectional Area of Well when Fine Sand is Given

Go

Verified Bed Slope when Head on Entrance using Mannings formula is Given

Go

Verified Bed Slope when Velocity of Flow through Mannings Formulas in Culverts is Given

Go

Verified Entrance Loss Coefficient when Head on Entrance using Mannings formula is Given

Go

Verified Head on Entrance measured from Bottom of Culvert using Mannings formula

Go

Verified Hydraulic Radius when Head on Entrance using Mannings formula is Given

Go

Verified Normal Depth of Flow when Head on Entrance measured from Bottom using Mannings formula is Given

Go

Verified Roughness Coefficient when Head on Entrance using Mannings formula is Given

Go

Verified Roughness Coefficient when Velocity of Flow through Mannings Formulas in Culverts is Given

Go

Verified Velocity of Flow through Mannings Formulas in Culverts

Go

5 More Culverts on Subcritical Slopes Calculators

Go

Verified Deflection Angle when Length of Curve is Given

Go

Verified Length of Curve

Go

Verified Radius of Curve when Length is Given

Go

9 More Curves Calculators

Go

Verified Area when Discharge under Dams on Soft or Porous Foundations is Given

Go

Verified Depth below Surface when Neutral stress per unit area for Dams on Soft Foundations is Given

Go

Verified Equipotential Lines when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Go

Verified Head when Discharge under Dams on Soft or Porous Foundations is Given

Go

Verified Head when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Go

Verified Head when Length of Conduit after using the Area of Pipe in Discharge is Given

Go

Verified Head when Minimum Safe Length of Travel path under Dams is Given

Go

Verified Head when Neutral stress per unit area for Dams on Soft Foundations is Given

Go

Verified Length of Conduit when Neutral stress per unit area for Dams on Soft Foundations is Given

Go

Verified Material Coefficient C1 when Length of Conduit after using the Area of Pipe in Discharge is Given

Go

Verified New Material Coefficient C2 for Dams on Soft or Porous Foundations

Go

Verified Number of Beds when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Go

Verified Permeability when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

Go

20 More Dams on Soft or Porous Foundations Calculators

Go

Verified Friction Factor when Head Loss due to Frictional Resistance is Given

Go

Verified Mean Velocity of Flow when Shear Velocity is Given

Go

Verified Shear Velocity

Go

30 More Darcy – Weisbach Equation Calculators

Go

Verified Average Velocity of Flow when Head Loss is Given

Go

Verified Average Velocity of Flow when Internal Radius of Pipe is Given

Go

Verified Darcy's Coefficient of Friction when Head Loss is Given

Go

Verified Darcy's Coefficient of Friction when Internal Radius of Pipe is Given

Go

Verified Head Loss due to Friction by Darcy Weisbach Equation

Go

Verified Head Loss due to Friction when Internal Radius of Pipe is Given

Go

Verified Internal Diameter of Pipe when Head Loss is Given

Go

Verified Internal Radius of Pipe when Head Loss is Given

Go

Verified Length of Pipe When Head Loss due to Friction is Given

Go

Verified Length of Pipe When Internal Radius of Pipe is Given

Go

Verified Diameter of Piston when Pressure reduction over the Length of Piston is Given

Go

Verified Diameter of Piston when Vertical Upward Force on Piston is Given

Go

Verified Dynamic Viscosity when Rate of Flow is Given

Go

Verified Dynamic Viscosity when Shear Force Resisting the Motion of Piston with Piston Velocity is Given

Go

Verified Length of Piston when Pressure Drop over the Piston is Given

Go

Verified Length of Piston when Shear Force Resisting the Motion of Piston with Piston Velocity is Given

Go

Verified Pressure Drop over the Length of Piston when Vertical Upward Force on Piston is Given

Go

Verified Shear Force Resisting the Motion of Piston when Piston Velocity is Given

Go

Verified Shear Force when Total Force is Given

Go

Verified Shear Stress when Shear Force Resisting the Motion of Piston is Given

Go

Verified Velocity of Piston when Rate of Flow is Given

Go

Verified Velocity of Piston when Shear Stress resisting the Motion of Piston is Given

Go

Verified Vertical Upward Force on Piston

Go

23 More Dash - Pot Mechanism Calculators

Go

Verified Buoyant Unit Weight of Soil with Saturation 100 Percent

Go

Created Degree of saturation of soil sample

Go

Created Degree of saturation when air content w.r.t degree of saturation is given

Go

Created Degree of saturation when percentage air voids in terms of void ratio is given

Go

Created Degree of saturation when void ratio in terms of specific gravity is given

Go

Created Volume of voids when degree of saturation of soil sample is given

Go

Created Volume of water when degree of saturation of soil sample is given

Go

Created Bulk density of soil

Go

Created Density of solids

Go

Created Density of water when submerged density w.r.t saturated density is given

Go

Created Dry density of soil

Go

Created Mass of saturated sample when saturated density of soil is given

Go

Created Mass of solids when density of solids is given

Go

Created Mass of solids when dry density of soil is given

Go

Created Saturated density of soil

Go

Created Saturated density when submerged density w.r.t saturated density is given

Go

Created Submerged density of soil

Go

Created Submerged density w.r.t saturated density

Go

Created Submerged mass of soil when submerged density of soil is given

Go

Created Total mass of soil when bulk density of soil is given

Go

Created Total volume of soil when bulk density of soil is given

Go

Created Total volume of soil when dry density of soil is given

Go

Created Total volume when saturated density of soil is given

Go

Created Total volume when submerged density of soil is given

Go

Verified Density of Water when Coefficient of Drag is Given

Go

Verified Density of Water when Drag Force Offered by the Fluid is Given

Go

Verified Density of Water when Kinematic Viscosity of Water is Given

Go

Verified Constant Depression Head when Specific Capacity for Clay Soil is Given

Go

Verified Constant Depression Head when Specific Capacity for Coarse Sand is Given

Go

Verified Constant Depression Head when Specific Capacity for Fine Sand is Given

Go

Verified Constant Depression Head when Specific Capacity is Given

Go

Verified Depression Head when Discharge is Given

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped and Clay Soil is Present

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped and Coarse Sand is Present

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped and Constant is Given

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped and Constant with Base 10 is Given

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped and Fine Sand is Present

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped when Discharge and Time is Given

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped with Base 10

Go

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

Go

Verified Depression Head in the Well at a Time T after Pumping Stopped with Base 10 and Coarse Sand is Given

Go

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

Go

Verified Depression Head in the Well when Pumping Stopped

Go

Verified Depression Head in the Well when Pumping Stopped and Clay Soil is Present

Go

Verified Depression Head in the Well when Pumping Stopped and Coarse Sand is Present

Go

Verified Depression Head in the Well when Pumping Stopped and Constant is Given

Go

Verified Depression Head in the Well when Pumping Stopped and Constant with Base 10 is Given

Go

Verified Depression Head in the Well when Pumping Stopped and Fine Sand is Present

Go

Verified Depression Head in the Well when Pumping Stopped with Base 10

Go

Verified Depression Head in the Well when Pumping Stopped with Base 10 and Clay soil is Present

Go

Verified Depression Head in the Well when Pumping Stopped with Base 10 and Coarse Sand is Present

Go

Verified Depression Head in the Well when Pumping Stopped with Base 10 and Fine Sand is Present

Go

Verified Depression Head in the Well when Pumping Stopped with Discharge and Time in Hours is Given

Go

Verified Depth when Critical Velocity is Given

Go

Verified Depth when Discharge for Rectangular Channel Section is given

Go

2 More Depth of Channel Calculators

Go

Verified Depth of Tank when Detention Time is Given

Go

Verified Depth of Tank when Flow Velocity is Given

Go

Verified Depth of tank when Height to Length Ratio is Given

Go

Verified Height of Tank when Detention Time for a Circular Tank is Given

Go

Verified Height of Tank when Flow Velocity is Given

Go

Verified Depth of Water in Well 1 when Drawdown in Well 1 is Given

Go

Verified Depth of Water in Well 2 when Drawdown in Well 2 is Given

Go

Verified Radial Distance from Well 1 when Aquifer Constant is Given

Go

Verified Radial Distance from Well 2 when Aquifer Constant is Given

Go

Verified Depth of Water in 1st Well when Coefficient of Transmissibility is Given

Go

Verified Depth of Water in 1st Well when Confined Aquifer Discharge is Given

Go

Verified Depth of Water in 2nd Well when Coefficient of Transmissibility is Given

Go

Verified Depth of Water in 2nd Well when Confined Aquifer Discharge is Given

Go

Verified Depth of Water in Well when Coefficient of Transmissibility is Given

Go

Verified Depth of Water in Well when Coefficient of Transmissibility with Base 10 is Given

Go

Verified Depth of Water in Well when Discharge in Confined Aquifer is Given

Go

Verified Depth of Water in Well when Discharge in Confined Aquifer with Base 10 is Given

Go

Verified Depth of Water at Point 1 when Discharge from Two Wells with Base 10 is Given

Go

Verified Depth of Water at Point 1 when Discharge of Two Wells under Consideration is Given

Go

Verified Depth of Water at Point 2 when Discharge from Two Wells with Base 10 is Given

Go

Verified Depth of Water at Point 2 when Discharge of Two Wells under Consideration is Given

Go

Verified Depth of Water in the Well when Discharge in Unconfined Aquifer is Given

Go

Verified Depth of Water in the Well when Discharge in Unconfined Aquifer with Base 10 is Given

Go

Verified Depth of Water in Well when Drawdown Value measured at the Well is Given

Go

Verified Average Daily Consumption of Chlorine

Go

Verified Average Flow when Average Daily Consumption of Chlorine is Given

Go

Verified Average Flow when Capacity of the Chlorinator at Peak Flow is Given

Go

Verified Capacity of the Chlorinator at Peak Flow

Go

Verified Dosage Used when Average Daily Consumption of Chlorine is Given

Go

Verified Dosage Used when Capacity of the Chlorinator at Peak Flow is Given

Go

Verified Number of Coliform Organisms at Any Initial Time

Go

Verified Number of Coliform Organisms at Any Particular Time

Go

Verified Peaking Factor when Capacity of the Chlorinator at Peak Flow is Given

Go

Verified Residence Time when Number of Coliform Organisms at Any Particular Time is Given

Go

Verified Total Chlorine Residual at Any Particular Time

Go

Verified Actual Solid Loading Rate of Circular Settling Tanks

Go

Verified Assumed Solid Loading Rate of Circular Settling Tanks

Go

Verified Average Daily Load when Peak Discharge in Circular Settling Tanks is Given

Go

Verified Design Surface Loading Rate when Surface Area of Circular Settling Tank is Given

Go

Verified Influent Flow Rate when Return Activated Sludge Flow Rate is Given

Go

Verified Maximum Solids Entering the Clarifier

Go

Verified Maximum Solids when Solid Loading Rate is Given

Go

Verified Mixed Liquor Suspended Solids in Aeration Tank when Maximum Solids is Given

Go

Verified Peak Discharge in Circular Settling Tanks

Go

Verified Peak Discharge when Maximum Solids Entering the Clarifier is Given

Go

Verified Peak Discharge when Surface Area of Circular Settling Tank is Given

Go

Verified Peaking Factor when Peak Discharge in Circular Settling Tanks is Given

Go

Verified Return Activated Sludge Flow Rate

Go

Verified Return Activated Sludge Flow Rate when Maximum Solids Entering the Clarifier is Given

Go

Verified Solids Processed when Actual Solid Loading Rate is Given

Go

Verified Surface Area of Circular Settling Tank

Go

Verified Surface Area when Solid Loading Rate is Given

Go

Verified Total Settling Tank Surface Area when Actual Solid Loading Rate is Given

Go

Created Average daily influent flow rate when hydraulic retention time is given

Go

Created Average Daily Influent Flow Rate When Net Waste Activated Sludge is Given

Go

Created Average daily influent flow rate when organic loading is given

Go

Created Average Daily Influent Flow Rate when RAS Pumping Rate from Aeration Tank is Given

Go

Created Average Daily Influent Flow Rate when Recirculation Ratio is Given

Go

Created Average daily influent flow rate when the volume of the reactor is given

Go

Created Average daily influent flow rate when theoretical oxygen requirement is given

Go

Created Concentration of Sludge in Return Line when RAS Pumping Rate from Aeration Tank is Given

Go

Created Concentration of Sludge in Return Line when Wasting Rate from Return Line is Given

Go

Created Concentration of Solids in Effluent When Wasting Rate from Return Line is Given

Go

Created Conversion factor when theoretical oxygen requirement is given

Go

Created Effluent Flow Rate when Wasting Rate from Return Line is Given

Go

Created Effluent substrate concentration when net waste activated sludge is given

Go

Created Effluent substrate concentration when the volume of the reactor is given

Go

Created Effluent substrate concentration when theoretical oxygen requirement is given

Go

Created Endogenous decay coefficient when observed cell yield is given

Go

Created Endogenous decay constant when the volume of the reactor is given

Go

Created F:M ratio

Go

Created Hydraulic Retention Time

Go

Created Hydraulic Retention Time When F:M Ratio is Given

Go

Created Hydraulic retention time when organic loading is given

Go

Created Influent substrate concentration when F:M ratio is given

Go

Created Influent Substrate Concentration When Net Waste Activated Sludge is Given

Go

Created Influent substrate concentration when organic loading is given

Go

Created Influent substrate concentration when organic loading using hydraulic retention time is given

Go

Created Influent substrate concentration when the volume of the reactor is given

Go

Created Influent substrate concentration when theoretical oxygen requirement is given

Go

Created Mass of organisms wasted when theoretical oxygen requirement is given

Go

Created Maximum yield coefficient when observed cell yield is given

Go

Created Maximum yield coefficient when the volume of the reactor is given

Go

Created Mean cell residence time when observed cell yield is given

Go

Created Mean cell residence time when the volume of the reactor is given

Go

Created Mixed liquor suspended solids when wasting rate from return line is given

Go

Created Mixed Liquor Volatile Suspended Solids When F:M Ratio is Given

Go

Created Mixed liquor volatile suspended solids when the volume of the reactor is given

Go

Created MLSS Using Wasting rate From Return Line when Concentration of Solid in Effluent is Low

Go

Created MLSS when RAS Pumping Rate from Aeration Tank is Given

Go

Created Net waste activated sludge

Go

Created Net waste activated sludge when theoretical oxygen requirement is given

Go

Created Observed cell yield

Go

Created Observed Cell Yield When Net Waste Activated Sludge is Given

Go

Created Organic loading

Go

Created Organic Loading Using Hydraulic Retention Time

Go

Created RAS Pumping Rate from Aeration Tank

Go

Created RAS Pumping Rate when Recirculation Ratio is Given

Go

Created Recirculation Ratio

Go

Created Sludge Age when WAS Pumping Rate from Aeration Tank is Given

Go

Created Sludge Concentration Using Wasting Rate from Return Line when Solid Concentration in Effluent is Low

Go

Created Theoretical oxygen requirement for the removal of the carbonaceous organic matter

Go

Created Theoretical oxygen requirements using the conversion factor

Go

Created Total mass of BOD utilized when theoretical oxygen requirement is given

Go

Created Volume of Reactor Using Wasting Rate from Return Line when Concentration of Solid in Effluent is Low

Go

Created Volume of Reactor when Hydraulic Retention Time is Given

Go

Created Volume of Reactor When WAS Pumping Rate from Aeration Tank is Given

Go

Created Volume of the Reactor

Go

Created Volume of the reactor when organic loading is given

Go

Created Volume of the reactor when wasting rate from return line is given

Go

Created WAS pumping rate from aeration tank

Go

Created WAS Pumping Rate from Return Line when RAS Pumping Rate from Aeration Tank is Given

Go

Created WAS Pumping Rate From Return Line When Wasting Rate From Return Line is Given

Go

Created WAS Pumping Rate Using Wasting Rate from Return Line when Concentration of Solid in Effluent is Low

Go

Created Wasting rate from return line

Go

Created Wasting Rate from Return Line when Concentration of Solid in Effluent is Low

Go

Verified Area of Filter when Hydraulic Loading is Given

Go

Verified Area of Filter when Organic Loading is Given

Go

Verified Area of Filter when Volumetric Flowrate Applied Per Unit of Filter Area is Given

Go

Verified Area of Trickling Filter when Volumetric Flowrate is Given

Go

Verified BOD5 Load when Organic Loading is Given

Go

Verified BOD5 of Influent Wastewater to Trickling Filter

Go

Verified BOD5 of Settled Effluent from Trickling Filter

Go

Verified Depth of Actual Filter when Treatability Constant is Given

Go

Verified Depth of Filter when Treatability Constant is Given

Go

Verified Depth of Reference Filter when Treatability Constant is Given

Go

Verified Dosing Rate

Go

Verified Dosing Rate when Rotational Speed is Given

Go

Verified Empirical Constant when Treatability Constant is Given

Go

Verified Filter Length when Organic Loading is Given

Go

Verified Flowrate Applied to Filter Without Recirculation

Go

Verified Flowrate Applied to Filter Without Recirculation when Hydraulic Loading is Given

Go

Verified Hydraulic Loading of the Filter

Go

Verified Influent Wastewater Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given

Go

Verified Number of Arms in Rotary Distributor Assembly when Rotational Speed is Given

Go

Verified Organic Loading to the Trickling Filter

Go

Verified Recycle Flow Hydraulic Loading Rate when Total Hydraulic Loading Rate is Given

Go

Verified Rotational Speed of Distribution

Go

Verified Temperature Activity Coefficient when Treatability Constant is Given

Go

Verified Total Applied Hydraulic Loading Rate

Go

Verified Total Applied Hydraulic Loading Rate when Rotational Speed is Given

Go

Verified Treatability Constant Adjusted for Wastewater Temperature and Filter Depth

Go

Verified Treatability Constant at 20°C and 20 ft Filter Depth

Go

Verified Treatability Constant at 30°C and 20 ft Filter Depth

Go

Verified Treatability Constant at 30°C and 20 ft Filter Depth when Empirical Constant is Given

Go

Verified Treatability Constant at 30°C and 25 ft Filter Depth

Go

Verified Volumetric Flow Rate when Area of Trickling Filter is Given

Go

Verified Volumetric Flowrate Applied Per Unit of Filter Area

Go

Verified Volumetric Flowrate Applied Per Unit of Filter Area when Discharge and Area is Given

Go

Verified Wastewater Temperature when Treatability Constant is Given

Go

Verified Bowl Radius when Centrifugal Acceleration Force is Given

Go

Verified Cake Density when Volume of Wet Cake is Given

Go

Verified Centrifugal Acceleration Force in Centrifuge

Go

Verified Dewatered Sludge or Cake Discharge Rate

Go

Verified Digested Sludge when Sludge Feed Rate for Dewatering Facility is Given

Go

Verified Dry Cake Rate when Wet Cake Discharge Rate is Given

Go

Verified Dry Sludge Feed when Polymer Feed Rate of Dry Polymer is Given

Go

Verified Operation Time when Sludge Feed Rate for Dewatering Facility is Given

Go

Verified Percent Cake Solids when Percent Solids Recovery is Given

Go

Verified Percent Cake Solids when Wet Cake Discharge Rate is Given

Go

Verified Percent Centrate Solids when Percent Solids Recovery is Given

Go

Verified Percent Feed Solids when Percent Solids Recovery is Given

Go

Verified Percent Reduction in Sludge Volume

Go

Verified Percent Solids Recovery to Determine Solids Capture

Go

Verified Percent Solids when Weight Flow Rate of Sludge Feed is Given

Go

Verified Polymer Dosage when Polymer Feed Rate of Dry Polymer

Go

Verified Polymer Feed Rate of Dry Polymer

Go

Verified Rotational Speed of Centrifuge when Centrifugal Acceleration Force is Given

Go

Verified Sludge Feed Rate for Dewatering Facility

Go

Verified Sludge Feed Rate when Dewatered Sludge Discharge Rate is Given

Go

Verified Sludge Volume In when Percent Reduction in Sludge Volume is Given

Go

Verified Sludge Volume Out when Percent Reduction in Sludge Volume is Given

Go

Verified Solids Recovery when Dewatered Sludge Discharge Rate is Given

Go

Verified Specific Gravity of Sludge when Weight Flow Rate is Given

Go

Verified Volume Flow Rate of Sludge Feed when Weight Flow Rate is Given

Go

Verified Volume of Wet Cake

Go

Verified Weight Flow Rate of Sludge Feed

Go

Verified Wet Cake Discharge Rate

Go

Verified Wet Cake Rate when Volume of Wet Cake is Given

Go

4 More Design of a Solid Bowl Centrifuge for Sludge Dewatering Calculators

Go

Verified Air supply required in Grit Chamber

Go

Verified Assumed Grit Quantity when Volume of Aerated Grit Chamber is Given

Go

Verified Chamber Length when Air supply required is Given

Go

Verified Chosen Air Supply when Air supply required is Given

Go

Verified Chosen Depth when Width of Grit Chamber is Given

Go

Verified Depth when Length of Grit Chamber is Given

Go

Verified Detention Time when Volume of Each Grit Chamber is Given

Go

Verified Length of Grit Chamber

Go

Verified Peak Flow Rate when Volume of Each Grit Chamber is Given

Go

Verified Selected Width-Ratio when Width of Grit Chamber is Given

Go

Verified Volume Flow Rate Handled when Volume of Aerated Grit Chamber is Given

Go

Verified Volume of Aerated Grit Chamber

Go

Verified Volume of Each Grit Chamber

Go

Verified volume when Length of Grit Chamber is Given

Go

Verified Width of Grit Chamber

Go

Verified Width when Length of Grit Chamber is Given

Go

Verified Density of air when Volume of Air Required is Given

Go

Verified Density of Water when Volume of Digested Sludge is Given

Go

Verified Digester Total Suspended Solids when Volume of Aerobic Digester is Given

Go

Verified Influent Average Flow Rate when Volume of Aerobic Digester is Given

Go

Verified Influent Suspended Solids when Volume of Aerobic Digester is Given

Go

Verified Initial Weight of Oxygen when Weight of Oxygen Required is Given

Go

Verified Percent Solids when Volume of Digested Sludge is Given

Go

Verified Reaction Rate Constant when Volume of Aerobic Digester is Given

Go

Verified Solids Retention Time when Volume of Aerobic Digester is Given

Go

Verified Specific Gravity of Digested Sludge when Volume of Digested Sludge is Given

Go

Verified Volatile Fraction of Digester Suspended Solids when Volume of Aerobic Digester is Given

Go

Verified Volume of Aerobic Digester

Go

Verified Volume of Air Required at Standard Conditions

Go

Verified Volume of Digested Sludge

Go

Verified VSS as Mass Flow Rate when Weight of Oxygen Required is Given

Go

Verified Weight of Oxygen Required to Destroy the VSS

Go

Verified Weight of Oxygen Required when Volume of Air Required is Given

Go

Verified Weight of Sludge when Volume of Digested Sludge is Given

Go

Verified Weight of VSS when Weight of Oxygen Required is Given

Go

Verified BOD In when Percent Stabilization is Given

Go

Verified BOD In when Quantity of Volatile Solids is Given

Go

Verified BOD In when Volume of Methane Gas Produced is Given

Go

Verified BOD Out when Percent Stabilization is Given

Go

Verified BOD Out when Quantity of Volatile Solids is Given

Go

Verified BOD Out when Volume of Methane Gas Produced is Given

Go

Verified BOD Per Day when Volumetric Loading in an Anaerobic Digester is Given

Go

Verified Endogenous Coefficient when Quantity of Volatile Solids is Given

Go

Verified Hydraulic Retention Time when Volume Required for an Anaerobic Digester is Given

Go

Verified Influent Sludge Flow Rate when Volume Required for an Anaerobic Digester is Given

Go

Verified Mean Cell Residence Time when Quantity of Volatile Solids is Given

Go

Verified Percent Stabilization

Go

Verified Quantity of Volatile Solids Produced Each Day

Go

Verified Volatile Solids Produced when Percent Stabilization is Given

Go

Verified Volatile Solids Produced when Volume of Methane Gas Produced is Given

Go

Verified Volume of Methane Gas Produced at Standard Conditions

Go

Verified Volume Required for an Anaerobic Digester

Go

Verified Volumetric Flow Rate when Volumetric Loading in an Anaerobic Digester is Given

Go

Verified Volumetric Loading in an Anaerobic Digester

Go

Verified Yield Coefficient when Quantity of Volatile Solids is Given

Go

Verified Depth of Tank when Volume of Conical Humus Tank is Given

Go

Verified Depth of the Tank when Top Area is Given

Go

Verified Diameter of Tank when Volume of Conical Humus Tank is Given

Go

Verified Top Area of Tank when Volume of Conical Humus Tank is Given

Go

Verified Volume of Conical Humus Tank

Go

Verified Volume of Conical Humus Tank when Top Area is Given

Go

Verified Height to Length Ratio when Settling Velocity is Given

Go

Verified Length to Depth Ratio when Settling Velocity is Given

Go

Verified Overflow Rate when Discharge is Given

Go

Verified Rate of Flow when Detention Time is Given

Go

Verified Volume of Tank when Detention Time is Given

Go

Verified Coefficient of Discharge when Distance in X Direction from Center of Weir is Given

Go

Verified Distance in X Direction from Center of Weir

Go

Verified Distance in Y Direction from Crest of Weir

Go

Verified Half Width of Bottom Portion of the Weir

Go

Verified Horizontal Flow Velocity when Distance in X Direction from Center of Weir is Given

Go

Verified Horizontal Flow Velocity when Half Width of Bottom Portion of the Weir is Given

Go

Verified Width of Channel when Distance in X Direction from Center of Weir is Given

Go

Verified Width of Channel when Half Width of Bottom Portion of the Weir is Given

Go

Verified Number of Threads in Engagement With Nut When Unit Bearing Pressure is Given

Go

21 More Design of Screw and Nut Calculators

Go

Verified Depth of Drains for Drains upto 15 Cumecs

Go

Verified Width of Drain when Depth of Drains for Drains upto 15 Cumecs is Given

Go

Created Area when hydraulic loading is given

Go

Created BOD Loading for First Stage Filter

Go

Created BOD Loading for First Stage Filter when BOD Loading for Second Filter Stage is Given

Go

Created BOD Loading for Second Stage Filter

Go

Created BOD Loading to Filter when Efficiency of First Filter Stage is Given

Go

Created BOD loading to second filter stage when efficiency of second filter stage is given

Go

Created Efficiency of First Filter Stage

Go

Created Efficiency of first filter stage using efficiency of second filter stage

Go

Created Efficiency of first filter stage when overall efficiency is given

Go

Created Efficiency of First Filter when BOD Loading for Second Filter is Given

Go

Created Efficiency of second filter stage

Go

Created Efficiency of second filter stage when overall efficiency is given

Go

Created Effluent BOD when overall efficiency of two-stage trickling filter is given

Go

Created Hydraulic loading to each filter

Go

Created Influent BOD when BOD loading for first stage filter is given

Go

Created Influent BOD when overall efficiency of two-stage trickling filter is given

Go

Created Overall Efficiency of Two Stage Trickling Filter

Go

Created Overall Efficiency when Efficiency of First and Second Filter Stage is Given

Go

Created Recirculation factor

Go

Created Recirculation Factor when Efficiency of First Filter Stage is Given

Go

Created Recirculation factor when efficiency of second filter stage is given

Go

Created Recirculation flow when recirculation ratio is given

Go

Created Recirculation ratio of wastewater

Go

Created Recirculation ratio when hydraulic loading is given

Go

Created Volume of Filter Media when Efficiency of First Filter Stage is Given

Go

Created Volume of filter media when efficiency of second filter stage is given

Go

Created Wastewater Flow when BOD Loading for First Stage is Given

Go

Created Wastewater flow when hydraulic loading is given

Go

Created Wastewater flow when recirculation ratio is given

Go

Created Axial Load at Balanced Condition

Go

Created Axial Load for Spiral Columns

Go

Created Axial Load for Tied Columns

Go

Created Axial Moment at Balanced Condition

Go

Created Reinforcement Yield Strength when Axial Load for Tied Columns is Given

Go

Created Tension Reinforcement Area when Axial Load for Tied Columns is Given

Go

7 More Design Under Axial Compression with Biaxial Bending Calculators

Go

Verified Detention Time for a Circular Tank

Go

Verified Detention Time for a Rectangular Tank

Go

Verified Detention Time when Discharge is Given

Go

Verified Constant Factor when Population at Last Census is Given

Go

Verified Earlier Census Date when Constant Factor is Given

Go

Verified Earlier Census Date when Proportionality Factor is Given

Go

Verified Last Census Date when Constant Factor is Given

Go

Verified Last Census Date when Proportionality Factor is Given

Go

Verified Population at Earlier Census

Go

Verified Population at Last Census

Go

Verified Population at Last Census when Proportionality Factor is Given

Go

Verified Proportionality Factor when Population at Last Census is Given

Go

Created Average rainfall rate when stormwater is given

Go

Created Coefficient of runoff when stormwater is given

Go

Created Drainage area when stormwater is given

Go

Created Stormwater Flow

Go

Verified Diameter of the Grain when Friction Factor is Given

Go

Verified Diameter of the Grain when Rugosity Coefficient is Given

Go

Verified Diameter of the Grain when Self Cleaning Invert Slope is Given

Go

Verified Diameter of the Grain when Self Cleansing velocity is Given

Go

Verified Diameter of Particle Settling Velocity for Inorganic Solids is Given

Go

Verified Diameter of Particle when Settling Velocity and Coefficient of Drag is Given

Go

Verified Diameter of Particle when Settling Velocity for Modified Hazen's Equation is Given

Go

Verified Diameter of Particle when Settling Velocity for Organic Matter is Given

Go

Verified Diameter of Particle when Settling Velocity for Turbulent Settling is Given

Go

Verified Diameter of Particle when Settling Velocity within Transition Zone is Given

Go

Verified Diameter of the Particle when Coefficient of Drag is Given

Go

Verified Diameter of the Particle when Reynold Number is Given

Go

Verified Diameter of the Particle when Settling Velocity of Spherical Particle is Given

Go

Verified Catchment Area when Peak Rate of Runoff is Given

Go

Verified Factors Dependent Constant when Peak Rate of Runoff is Given

Go

Verified Peak Rate of Runoff from Dicken's Formula

Go

Verified Confined Aquifer Discharge when Aquifer Constant is Given

Go

Verified Discharge when Aquifer Constant is Given

Go

Verified Discharge when Difference in Drawdowns at Two Wells is Given

Go

Verified Discharge of Full Flow when Hydraulic Mean Depth for Partial flow is Given

Go

Verified Discharge of Full Flow when Hydraulic Mean Depth Ratio is Given

Go

Verified Discharge Ratio when Hydraulic Mean Depth for Full Flow is Given

Go

Verified Discharge Ratio when Hydraulic Mean Depth Ratio is Given

Go

Verified Self Cleansing Discharge when Hydraulic Mean Depth for Full Flow is Given

Go

Verified Self Cleansing Discharge when Hydraulic Mean Depth Ratio is Given

Go

Verified Discharge from a Well when Specific Capacity for Clay Soil is Given

Go

Verified Discharge from a Well when Specific Capacity for Coarse Sand is Given

Go

Verified Discharge from a Well when Specific Capacity for Fine Sand is Given

Go

Verified Discharge from a Well when Specific Capacity is Given

Go

Verified Discharge from an Open Well when Depression Head is Given

Go

Verified Discharge from an Open Well when Mean Velocity of Water Percolating is Given

Go

Verified Discharge Coefficient when Discharge is Given

Go

Verified Discharge for Rectangular Channel Section

Go

Verified Discharge Passing Through the Parshall Flume when Discharge Coefficient is Given

Go

Verified Discharge Through the Control Section

Go

3 More Discharge in Channel Calculators

Go

Verified Discharge Entering the Basin when Cross-section Area of Tank is Given

Go

Verified Discharge Entering the Basin when Flow Velocity is Given

Go

Verified Discharge Entering the Basin when Settling Velocity is Given

Go

Verified Discharge when Detention Time for a Circular Tank is Given

Go

Verified Discharge when Detention Time for a Rectangular Tank is Given

Go

Verified Discharge when Height to Length Ratio is Given

Go

Verified Discharge when Overflow Rate is Given

Go

Verified Discharge when Plan Area is Given

Go

Verified Discharge when Plan Area is Given for Particular Sized Particle

Go

Verified Discharge when Settling Velocity of Particular Sized Particle is Given

Go

Verified Discharge in Well under Constant Depression Head

Go

Verified Discharge in Well when Constant Depression Head and Area of Well is Given

Go

Verified Discharge when Difference Between Modified Drawdowns is Given

Go

Verified Unconfined Aquifer Discharge when Aquifer Constant is Given

Go

Verified Maximum Rate of Effluent Application of Leaching Surface

Go

Verified Maximum Rate of Effluent Application of Leaching Surface by BIS

Go

Verified Standard Percolation Rate when Maximum Rate of Effluent Application by BIS is Given

Go

Verified Standard Percolation Rate when Maximum Rate of Effluent Application is Given

Go

Created Acceleration due to gravity when inlet capacity for flow depth more than 1ft 5in is given

Go

Created Area of opening when inlet capacity for flow depth more than 1ft 5in is given

Go

Verified Depression in curb inlet when runoff quantity with full gutter flow is given

Go

Created Depth of flow when inlet capacity for flow depth more than 1ft 5in is given

Go

Created Inlet capacity for flow depth more than 1ft 5in

Go

6 More Disposing of storm water Calculators

Go

Created Actual DO

Go

Created Critical Oxygen Deficit

Go

Created Critical Oxygen Deficit in First Stage Equation

Go

Created Critical Oxygen Deficit when Self Purification Constant is Given

Go

Created Critical Time

Go

Created Critical time in terms of self purification constant when critical oxygen deficit is given

Go

Created Critical time in terms of self purification factor

Go

Created Critical time when critical oxygen deficit is given

Go

Created Critical time when log value of critical oxygen deficit is given

Go

Created Critical time when self purification constant is given

Go

Created Deoxygenation coefficient when self purification constant is given

Go

Created Deoxygenation constant in terms of self purification constant when critical oxygen deficit is given

Go

Created Deoxygenation constant when critical time in terms of self purification factor is given

Go

Created Deoxygenation constant when log value of critical oxygen deficit is given

Go

Created DO deficit using Streeter-Phelps equation

Go

Created Initial DO deficit when DO deficit using Streeter-Phelps equation is given

Go

Created Initial oxygen deficit in first stage equation

Go

Created Log value of critical oxygen deficit

Go

Created Mixing concentration

Go

Created Oxygen deficit

Go

Created Oxygen deficit when critical time in terms of self purification factor is given

Go

Created Oxygen equivalent in first stage equation

Go

Created Oxygen equivalent in terms of self purification constant when critical oxygen deficit is given

Go

Created Oxygen equivalent when critical oxygen deficit is given

Go

Created Oxygen equivalent when critical time in terms of self purification factor is given

Go

Created Oxygen equivalent when DO deficit using Streeter-Phelps equation is given

Go

Created Oxygen equivalent when log value of critical oxygen deficit is given

Go

Created Reoxygenation coefficient

Go

Created Reoxygenation coefficient at 20°C when reoxygenation coefficient at T°C is given

Go

Created Reoxygenation coefficient at T°C

Go

Created Reoxygenation coefficient when critical oxygen deficit is given

Go

Created Reoxygenation coefficient when self purification constant is given

Go

Created River stream concentration

Go

Created River stream flow rate

Go

Created Saturation DO

Go

Created self purification constant

Go

Created Self purification constant when critical oxygen deficit is given

Go

Created Self purification constant when log value of critical oxygen deficit is given

Go

Created Sewage concentration

Go

Created Sewage flow rate

Go

Created Stream depth when reoxygenation coefficient is given

Go

Created Stream velocity when reoxygenation coefficient is given

Go

Created Temperature when reoxygenation coefficient at T°C is given

Go

Verified Angle of Inclination when Drag Force is Given

Go

Verified Bed Slope of the Channel when Drag Force is Given

Go

Verified Drag Force Exerted by Flowing Water

Go

Verified Drag Force or Intensity of Tractive force

Go

Verified Rugosity Coefficient when Drag Force is Given

Go

Verified Thickness of Sediment when Drag Force is Given

Go

Verified Unit weight of Water when Drag Force is Given

Go

Verified Area of Particle when Drag Force Offered by the Fluid is Given

Go

Verified Drag Force Offered by the Fluid

Go

Verified Velocity of Fall when Drag Force Offered by the Fluid is Given

Go

Verified Drawdown at the Well when Coefficient of Transmissibility is Given

Go

Verified Drawdown at the Well when Coefficient of Transmissibility with Base 10 is Given

Go

Verified Drawdown at the Well when Confined Aquifer Discharge is Given

Go

Verified Drawdown at the Well when Confined Aquifer Discharge with Base 10 is Given

Go

Verified Drawdown at the Well when Radius of Influence is Given

Go

Verified Drawdown Value measured at the Well

Go

Verified Difference in Drawdowns at Two Wells when Aquifer Constant is Given

Go

Verified Drawdown in Well 1 when Aquifer Constant and Discharge is Given

Go

Verified Drawdown in Well 1 when Aquifer Constant is Given

Go

Verified Drawdown in Well 1 when Thickness of Aquifer from Impermeable Layer is Given

Go

Verified Drawdown in Well 2 when Aquifer Constant and Discharge is Given

Go

Verified Drawdown in Well 2 when Aquifer Constant is Given

Go

Verified Drawdown in Well 2 when Thickness of Aquifer from Impermeable Layer is Given

Go

Verified Catchment Area when Peak Rate of Runoff from Dredge Formula is Given

Go

Verified Length of the Drain when Peak Rate of Runoff from Dredge Formula is Given

Go

Verified Peak Rate of Runoff from Dredge Formula

Go

Verified Dynamic Viscosity when Kinematic Viscosity of Water is Given

Go

Verified Average depth of water when Setup above Pool level through Zuider Zee formula is Given

Go

Verified Coefficient of Permeability when Maximum and Minimum permeability is Given for a Earth Dam

Go

Verified Coefficient of Permeability when Quantity of seepage in length of dam is given

Go

Verified Maximum Permeability when Coefficient of Permeability is Given for a Earth Dam

Go

Verified Minimum Permeability when Coefficient of Permeability is Given for a Earth Dam

Go

Verified Setup above Pool level through Zuider Zee formula

Go

Verified Superficial area of flow when Seepage Discharge in an Earth Dam is Given

Go

Verified Wind velocity when the height of waves for fetch less than 20 miles is Given

Go

21 More Earth Dam Calculators

Go

Verified Compacted volume of Soil After Excavation of Soil

Go

Verified Load Factor when Original Volume of Soil is Given

Go

Verified Loaded Volume of Soil when Original Volume of Soil is Given

Go

Verified Loaded Volume of Soil when Percent Swell is Given

Go

Verified Original Volume of Soil Before Excavation

Go

Verified Original Volume of Soil Before Excavation when Percent Swell is Given

Go

Verified Swell in Soil when Original Volume of Soil is Given

Go

2 More Earth Quantities Hauled Calculators

Go

Verified Area when Hydraulic Loading Rate per Unit Area is Given

Go

Verified BOD of the Effluent Getting Out of the Filter

Go

Verified BOD of the Influent Entering the Filter

Go

Verified Depth of Filter when BOD of the Influent Entering the Filter is Given

Go

Verified Discharge when Hydraulic Loading Rate per Unit Area is Given

Go

Verified Hydraulic Loading Rate when BOD of the Influent Entering the Filter is Given

Go

Verified Hydraulic Loading Rate when Discharge is Given

Go

Verified Rate Constant when BOD of the Influent Entering the Filter is Given

Go

Verified Barometric Pressure in Essen and Froome Formula for Group Refractive Index

Go

Verified Barometric Pressure in I. U. C. G Formula for Refractive Index

Go

Verified Barometric Pressure when Group Refractive Index is Given

Go

Verified Barometric Pressure when Partial Pressure of Water Vapour in I. U. C. G Formula is Given

Go

Verified Corrected Slope Distance for Refractive Index

Go

Verified Essen and Froome Formula for Group Refractive Index

Go

Verified Group Refractive Index at Standard Conditions

Go

Verified Group Refractive Index when the Temperature and Humidity are different from Standard Values

Go

Verified I. U. C. G Formula for Refractive Index

Go

Verified Overall Standard Error

Go

Verified Partial Pressure of Water Vapour in I. U. C. G Formula for Refractive Index

Go

Verified Partial Pressure of Water Vapour when Refractive Index is Given

Go

Verified Partial Pressure of Water Vapour when Temperature Effects are Considered

Go

Verified Temperature Difference when Partial Pressure is Given

Go

Verified Wave Velocity in a Medium

Go

Verified Wave Velocity in Vacuum

Go

Verified Reduced Distance

Go

Verified Spheroidal Distance

Go

Verified Spheroidal Distance for Geodimeters

Go

Verified Spheroidal Distance for Tellurometers

Go

Verified Buoyancy when Effective Weight of the Particle is Given

Go

Verified Effective Weight of the Particle

Go

Verified Effective Weight of the Particle when Buoyancy is Given

Go

Verified Total Weight when Effective Weight of the Particle is Given

Go

Verified Unit weight of Particle when Effective Weight of the Particle is Given

Go

Verified Unit Weight of Water when Effective Weight of the Particle is Given

Go

Verified Efficiency of Single Stage High Rate Trickling Filter

Go

Verified Efficiency of Single Stage High Rate Trickling Filter when Unit Organic Loading is Given

Go

Verified Filter Volume when Efficiency of Filter is Given

Go

Verified Filter Volume when Unit Organic Loading on Filter is Given

Go

Verified Filter Volume when Volume of Raw Sewage is Given

Go

Verified Final Efficiency After Two Stage Filtration

Go

Verified Initial Efficiency when Final Efficiency After Two Stage Filtration is Given

Go

Verified Recirculation Factor for the Second Stage Filter

Go

Verified Recirculation Factor when Efficiency of Filter is Given

Go

Verified Recirculation Factor when Recirculation ratio is Given

Go

Verified Recirculation Factor when Unit Organic Loading on Filter is Given

Go

Verified Recirculation Factor when Volume of Raw Sewage is Given

Go

Verified Recirculation Ratio when Volume of Raw Sewage is Given

Go

Verified Total BOD in Effluent when Final Efficiency After Two Stage Filtration is Given

Go

Verified Total Organic Load when Efficiency of Filter is Given

Go

Verified Total Organic Load when Volume of Raw Sewage is Given

Go

Verified Total Organic Loading on Filter when Unit Organic Loading on Filter is Given

Go

Verified Unit Organic Loading on Filter

Go

Verified Unit Organic Loading on Filter when volume of Raw Sewage is Given

Go

Verified Unit Organic Loading when Efficiency of Filter is Given

Go

Verified Volume of Raw Sewage when Recirculation ratio is Given

Go

Verified Volume of Raw Sewage when Unit Organic Loading on Filter is Given

Go

Verified Volume of Recirculated Sewage when Recirculation ratio is Given

Go

Verified Volume of Recirculated Sewage when Unit Organic Loading on Filter is Given

Go

Verified Volume of Second Stage Filter

Go

Verified Diameter of Circular Section

Go

Verified Width of Egg Shaped Section when Diameter of Circular Section is Given

Go

Verified Distance Measured

Go

Verified Time to Complete the Path when Distance is Given

Go

Verified Velocity in the Medium when Distance is Given

Go

Verified Elongation of Tapering Bar due to Self Weight

Go

Verified Length of Bar when Elongation of Tapering Bar with Cross-sectional area is Given

Go

Verified Length of Rod when Elongation due to Self Weight in Uniform Bar is Given

Go

Verified Modulus of Elasticity of Bar when Elongation of Tapering Bar due to Self Weight is Given

Go

Verified Stress when Elongation of Tapering Rod due to Self Weight is Given

Go

9 More Elongation of Tapering Bar due to Self Weight Calculators

Go

Verified Length of Culvert when Velocity of Flow Fields is Given

Go

5 More Entrance and Exit Submerged Calculators

Go

Verified Average Daily Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given

Go

Verified Average Daily Flow when Maximum Hourly Flow is Given

Go

Verified Average Daily Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given

Go

Verified Average Daily Flow when Minimum Hourly Flow is Given

Go

Verified Average Daily Sewage Flow when Peak Sewage Flow is Given

Go

Verified Maximum Daily Flow for Areas of Moderate Sizes

Go

Verified Maximum Daily Flow when Maximum Hourly Flow is Given

Go

Verified Maximum Hourly Flow when Average Daily Flow is Given

Go

Verified Maximum Hourly Flow when Maximum Daily Flow for Areas of Moderate Sizes is Given

Go

Verified Minimum Daily Flow for Areas of Moderate Sizes

Go

Verified Minimum Daily Flow when Minimum Hourly Flow is Given

Go

Verified Minimum Hourly Flow when Average Daily Flow is Given

Go

Verified Minimum Hourly Flow when Minimum Daily Flow for Areas of Moderate Sizes is Given

Go

Verified Peak Sewage Flow when Population in Thousands is Given

Go

Verified Population in Thousands when Peak Sewage Flow is Given

Go

Verified Area of Basin when Flood Discharge by Dicken's Formula for Northern India is Given

Go

Verified Area of Basin when Flood Discharge by Dicken's Formula in F.P.S Unit for Northern India is Given

Go

Verified Area of Basin when Flood Discharge by Dicken's Formula in F.P.S Unit is Given

Go

Verified Area of Basin when Flood Discharge by Dicken's Formula is Given

Go

Verified Catchment Area in FPS Unit when Average Value of Constant is Given

Go

Verified Catchment Area when Average Value of Constant is Given

Go

Verified Catchment Area when Discharge in FPS Unit for Area within 24 KM to 161 KM from the Coast is Given

Go

Verified Catchment Area when Flood Discharge by Fanning's Formula is Given

Go

Verified Catchment Area when Flood Discharge for Area within 24 KM from the Coast is Given

Go

Verified Catchment Area when Flood Discharge for Area within 24 KM to 161 KM from the Coast is Given

Go

Verified Catchment Area when Flood Discharge for Catchment of Former Bombay Presidency is Given

Go

Verified Catchment Area when Flood Discharge for Limited Area Near Hills is Given

Go

Verified Catchment Area when Flood Discharge for Madras Catchment in F.P.S Unit is Given

Go

Verified Catchment Area when Flood Discharge for Madras Catchment is Given

Go

Verified Catchment Area when Flood Discharge in FPS Unit by Fanning's Formula is Given

Go

Verified Catchment Area when Flood Discharge in FPS Unit by Inglis Formula is Given

Go

Verified Catchment Area when Flood Discharge in FPS Unit for Area within 24 KM from the Coast is Given

Go

Verified Catchment Area when Flood Discharge in FPS Unit for Limited Area Near Hills is Given

Go

Verified Catchment Area when Flood Discharge is Given

Go

Verified Constant used in F.P.S Unit when Flood Discharge by Dicken's Formula is Given

Go

Verified Constant used in F.P.S Unit when Flood Discharge for Madras Catchment is Given

Go

Verified Constant used in FPS Unit when Flood Discharge by Creager's Formula is Given

Go

Verified Constant used in FPS Unit when Flood Discharge by Fanning's Formula is Given

Go

Verified Constant used in FPS Unit when Flood Discharge by Fuller's Formula is Given

Go

Verified Constant used in FPS Unit when Flood Discharge by Nawab Jang Bahadur Formula is Given

Go

Verified Constant used in Metric Unit when Flood Discharge by Dicken's Formula is Given

Go

Verified Constant used in Metric Unit when Flood Discharge by Fanning's Formula is Given

Go

Verified Constant used in Metric Unit when Flood Discharge by Fuller's Formula is Given

Go

Verified Constant used in Metric Unit when Flood Discharge by Nawab Jang Bahadur Formula is Given

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Verified Constant used in Metric Unit when Flood Discharge for Madras Catchment is Given

Go

Verified Flood Coefficient when Flood Discharge is Given

Go

Verified Flood Discharge

Go

Verified Flood Discharge by Dicken's Formula

Go

Verified Flood Discharge by Dicken's Formula for Northern India

Go

Verified Flood Discharge by Dicken's Formula in F.P.S Unit

Go

Verified Flood Discharge by Dicken's Formula in F.P.S Unit for Northern India

Go

Verified Flood Discharge by Fanning's Formula

Go

Verified Flood Discharge by Fanning's Formula when Average Value of Constant is Given

Go

Verified Flood Discharge by Fuller's Formula

Go

Verified Flood Discharge by Inglis Formula

Go

Verified Flood Discharge by Nawab Jang Bahadur Formula

Go

Verified Flood Discharge for Area within 24 KM from the Coast

Go

Verified Flood Discharge for Area within 24 KM to 161 KM from the Coast

Go

Verified Flood Discharge for Catchment of Former Bombay Presidency

Go

Verified Flood Discharge for Limited Area Near Hills

Go

Verified Flood Discharge for Madras Catchment

Go

Verified Flood Discharge for Madras Catchment in F.P.S Unit

Go

Verified Flood Discharge in FPS Unit by Creager's Formula

Go

Verified Flood Discharge in FPS Unit by Fanning's Formula

Go

Verified Flood Discharge in FPS Unit by Fanning's Formula when Average Value of Constant is Given

Go

Verified Flood Discharge in FPS Unit by Fuller's Formula

Go

Verified Flood Discharge in FPS Unit by Inglis Formula

Go

Verified Flood Discharge in FPS Unit by Nawab Jang Bahadur Formula

Go

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

Go

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

Go

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

Go

Verified Flood Discharge in FPS Unit for Limited Area Near Hills

Go

Verified Flood Frequency when Recurrence Interval is Given

Go

Verified Flood Index when Flood Discharge is Given

Go

Verified Flood Serial Number when Recurrence Interval by California Method is Given

Go

Verified Flood Serial Number when Recurrence Interval by Gumbel's Method is Given

Go

Verified Flood Serial Number when Recurrence Interval by Hazen's Method is Given

Go

Verified Gumbel's Correction when Recurrence Interval by Gumbel's Method is Given

Go

Verified Number of Years After which Such a Flood Recorded for Fuller's Formula

Go

Verified Number of Years After which Such a Flood Recorded when Flood Discharge by Fuller's Formula is Given

Go

Verified Number of Years when Recurrence Interval by California Method is Given

Go

Verified Number of Years when Recurrence Interval by Gumbel's Method is Given

Go

Verified Number of Years when Recurrence Interval by Hazen's Method is Given

Go

Verified Recurrence Interval

Go

Verified Recurrence Interval by California Method

Go

Verified Recurrence Interval by Gumbel's Method

Go

Verified Recurrence Interval by Hazen's Method

Go

Verified Actual Vapour Pressure when Evaporation Loss Per Day is Given

Go

Verified Actual Vapour Pressure when Evaporation Loss Per Month is Given

Go

Verified Atmospheric Pressure when Change in Vapour Pressure is Given

Go

Verified Atmospheric Pressure when Evaporation Loss Per Day is Given

Go

Verified Change in Vapour Pressure when Evaporation Loss Per Day is Given

Go

Verified Change in Vapour Pressure when Evaporation Loss Per Month is Given

Go

Verified Constant Dependent on Depth of Water Bodies when Change in Vapour Pressure is Given

Go

Verified Constant Dependent on Depth of Water Bodies when Evaporation Loss Per Month is Given

Go

Verified Constant Used in Meyer's Formula when Evaporation Loss Per Month is Given

Go

Verified Constant used in Rohwer's Formula when Change in Vapour Pressure is Given

Go

Verified Constant used in Rohwer's Formula when Evaporation Loss Per Day is Given

Go

Verified Evaporation Loss Per Day

Go

Verified Evaporation Loss Per Day when Change in Vapour Pressure is Given

Go

Verified Evaporation Loss Per Month

Go

Verified Evaporation Loss Per Month when Change in Vapour Pressure is Given

Go

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

Go

Verified Evaporation Loss Per Month when Deep Water Body is Given

Go

Verified Evaporation Loss Per Month when Shallow Water Body is Given

Go

Verified Maximum Vapour Pressure when Evaporation Loss Per Day is Given

Go

Verified Maximum Vapour Pressure when Evaporation Loss Per Month is Given

Go

Verified Mean Wind Velocity at Ground Level when Evaporation Loss Per Day is Given

Go

Verified Monthly Mean Wind Velocity when Evaporation Loss Per Month is Given

Go

Verified Population when Quantity of Water by Government of India Manual

Go

Created Concrete Column Elasticity Modulus when Flexural Stiffness is Given

Go

Created Moment of Inertia about Centroidal Axis when Flexural Stiffness is Given

Go

4 More Flat Plate Construction Calculators

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Verified Change in Storage denoting the beginning and end of Time Interval with respect to Inflow and Outflow

Go

Verified Rate of Change of Storage

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16 More Flood Routing Calculators

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Verified Hydraulic Depth when Section Factor is Given

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Verified Section Factor in open channel

Go

Verified Top Width when Section Factors is Given

Go

Verified Wetted Area when Section Factor is Given

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Verified Coefficient of Permeability when Discharge is Given

Go

Verified Depth of Water in Gallery when Discharge is Given

Go

Verified Discharge Passing Through the Vertical Section of Infiltration Gallery

Go

Verified Distance between Infiltration Gallery and Source when Discharge is Given

Go

Verified Height of Saturated Zone when Discharge is Given

Go

Verified Cost when Most economical pipe diameter for a distribution system is Given

Go

Verified Most economical pipe diameter for a distribution system for water

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Verified Power when Most economical pipe diameter for a distribution system is Given

Go

5 More Flow Over Notches and Weirs Calculators

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Verified Flow Velocity when Coefficient of Permeability is Given

Go

Verified Flow Velocity when Rate of Flow is Given

Go

Verified Flow Velocity when Reynold's Number is Unity

Go

Verified Flow Velocity of Water Entering the Tank

Go

Verified Flow Velocity of Water Entering the Tank when Cross-section Area of Tank is Given

Go

Verified Flow Velocity when Length of Tank is Given

Go

Verified Flow Velocity when Length to Depth Ratio is Given

Go

Verified Conversion factor when flow velocity is given

Go

Verified Energy loss when flow velocity is given

Go

Verified Flow velocity using Manning's formula

Go

Verified Hydraulic radius when flow velocity is given

Go

Verified Water flow equation

Go

3 More Flow velocity in straight sewers Calculators

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Verified Self Cleansing Velocity when Bed Slope for Partial Flow is Given

Go

Verified Self Cleansing Velocity when Hydraulic Mean Depth for Full Flow is Given

Go

Verified Self Cleansing Velocity when Hydraulic Mean Depth Ratio is Given

Go

Verified Self Cleansing Velocity when Ratio of Bed Slope is Given

Go

Verified Velocity of Full Flow when Hydraulic Mean Depth for Full Flow is Given

Go

Verified Velocity of Full Flow when Hydraulic Mean Depth Ratio is Given

Go

Verified Velocity Ratio when Hydraulic Mean Depth Ratio is Given

Go

Verified Velocity Ratio when Ratio of Bed Slope is Given

Go

Verified Velocity when Running Full when Bed Slope for Partial Flow is Given

Go

Verified Velocity when Running Full when Ratio of Bed Slope is Given

Go

Verified BOD Influent when F/M Ratio is Given

Go

Verified BOD Influent when MLSS is Given

Go

Verified BOD Load applied to the Aeration System

Go

Verified BOD Load Applied when MLSS is Given

Go

Verified BOD of the Influent Sewage when BOD Load applied is Given

Go

Verified Daily BOD Load when Food to Microorganism Ratio is Given

Go

Verified F/M Ratio when MLSS is Given

Go

Verified Food to Microorganism Ratio

Go

Verified Microbial Mass in the Aeration System

Go

Verified Microbial Mass in the Aeration System when MLSS is Given

Go

Verified MLSS when BOD Load Applied to the Aeration System is Given

Go

Verified MLSS when F/M Ratio is Given

Go

Verified MLSS when Microbial Mass in the Aeration System is Given

Go

Verified Sewage Flow into the Aeration System when BOD Load applied is Given

Go

Verified Sewage Flow when F/M Ratio is Given

Go

Verified Sewage Flow when MLSS is Given

Go

Verified Total Microbial Mass when Food to Microorganism Ratio is Given

Go

Verified Volume of Tank when F/M Ratio is Given

Go

Verified Volume of Tank when Microbial Mass in the Aeration System is Given

Go

Verified Volume of Tank when MLSS is Given

Go

Verified Maximum Moment for Symmetrical Concrete Wall Footing

Go

Verified Uniform Pressure on Soil when Maximum Moment is Given

Go

1 More Footing Calculators

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Verified Allowable Compressive Stress Parallel to Grain for Short Columns

Go

Verified Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given

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3 More Forest Products Laboratory Recommendations Calculators

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Verified Form Drag of a Vessel when Total Longitudinal Current Load on a Vessel is known

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6 More Form Drag Calculators

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Verified Coefficient of Traction when Usable Pull is Given

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Verified Total Road Resistance when Rolling Resistance and Grade Resistance is Given

Go

Verified Usable Pull to Overcome Loss of Power with Altitude

Go

Verified Weight on Wheels when Total Road Resistance is Given

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11 More Formulas for Earthmoving Calculators

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Verified Net Bearing Capacity of a Long Footing in Foundation Stability Analysis

Go

10 More Foundation Stability Analysis Calculators

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Verified Number of Simultaneous Fire Stream

Go

Verified Population when Number of Simultaneous Fire Stream is Given

Go

Verified Population when Quantity of Water by Freeman's Formula is Given

Go

Verified Quantity of Water by Freeman's Formula

Go

Created Frequency when Period of Wave is Given

Go

Created Frequency when wavelength of wave is given

Go

Verified Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing

Go

Verified Bearing Capacity Factor Dependent on Cohesion for Rectangular Footing when Shape Factor is Given

Go

Verified Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing

Go

Verified Bearing Capacity Factor Dependent on Surcharge for Rectangular Footing when Shape Factor is Given

Go

Verified Bearing Capacity Factor Dependent on Unit Weight for Rectangular Footing

Go

Verified Bearing Capacity Factor Dependent on Weight for Rectangular Footing when Shape Factor is Given

Go

Verified Cohesion of Soil for Rectangular Footing when Shape Factor is Given

Go

Verified Cohesion of Soil when Ultimate Bearing Capacity for Rectangular Footing is Given

Go

Verified Effective Surcharge for Rectangular Footing

Go

Verified Effective Surcharge for Rectangular Footing when Shape Factor is Given

Go

Verified Length of Rectangular Footing when Ultimate Bearing Capacity is Given

Go

Verified Ultimate Bearing Capacity for Rectangular Footing

Go

Verified Ultimate Bearing Capacity for Rectangular Footing when Shape Factor is Given

Go

Verified Unit Weight of Soil for Rectangular Footing when Shape Factor is Given

Go

Verified Unit Weight of Soil when Ultimate Bearing Capacity for Rectangular Footing is Given

Go

Verified Width of Rectangular Footing when Ultimate Bearing Capacity is Given

Go

Verified Coefficient of Permeability when Discharge for Fully Penetrating Well is Given

Go

Verified Depth of Water in Well when Discharge for Fully Penetrating Well is Given

Go

Verified Discharge for Fully Penetrating Well

Go

Verified Radius of Influence when Discharge for Fully Penetrating Well is Given

Go

Verified Radius of Well when Discharge for Fully Penetrating Well is Given

Go

Verified Thickness of Aquifer when Discharge for Fully Penetrating Well is Given

Go

Verified Bearing Capacity Factor Dependent on Cohesion when Modified Bearing Capacity is Given

Go

Verified Bearing Capacity Factor Dependent on Surcharge when Modified Bearing Capacity is Given

Go

Verified Bearing Capacity Factor Dependent on Unit Weight when Modified Bearing Capacity is Given

Go

Verified Cohesion of Soil when Modified Bearing Capacity for General Shear Failure is Given

Go

Verified Correction Factor Applied Due to Water Table for General Shear Failure

Go

Verified Effective Surcharge when Modified Bearing Capacity for General Shear Failure is Given

Go

Verified Modified Bearing Capacity for General Shear Failure

Go

Verified Shape Factor with Cohesion when Modified Bearing Capacity for General Shear Failure is Given

Go

Verified Shape Factor with Surcharge when Modified Bearing Capacity for General Shear Failure is Given

Go

Verified Shape Factor with Unit Weight when Modified Bearing Capacity for General Shear Failure is Given

Go

Verified Unit Weight of Soil when Modified Bearing Capacity for General Shear Failure is Given

Go

Verified Width of Footing when Modified Bearing Capacity for General Shear Failure is Given

Go

Verified Bearing Capacity Factor Dependent on Cohesion for General Shear Failure

Go

Verified Bearing Capacity Factor Dependent on Surcharge for General Shear Failure

Go

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

Go

Verified Cohesion of Soil when Net Ultimate Bearing Capacity for General Shear Failure is Given

Go

Verified Effective Surcharge when Net Ultimate Bearing Capacity for General Shear Failure is Given

Go

Verified Net Ultimate Bearing Capacity for General Shear Failure

Go

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

Go

Verified Width of Strip Footing when Net Ultimate Bearing Capacity is Given

Go

Verified Average Percentage Increase when Future Population from Geometrical Increase Method is Given

Go

Verified Average Percentage Increase when Future Population of 2 Decades by Geometrical Method is Given

Go

Verified Average Percentage Increase when Future Population of 3 Decades by Geometrical Method is Given

Go

Verified Future Population at the End of 2 Decades in Geometrical Increase Method

Go

Verified Future Population at the End of 3 Decades in Geometrical Increase Method

Go

Verified Future Population at the End of n Decades in Geometrical Increase Method

Go

Verified Number of Decades when Future Population from Geometrical Increase Method is Given

Go

Verified Present Population when Future Population from Geometrical Increase Method is Given

Go

Verified Present Population when Future Population of 2 Decades by Geometrical Increase Method is Given

Go

Verified Present Population when Future Population of 3 Decades by Geometrical Increase Method is Given

Go

Verified Wetted Perimeter when Hydraulic Mean Depth is Given

Go

5 More Geometrical Properties of Channel Section Calculators

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Verified Camber when Gradient is given

Go

Verified Grade Compensation formula 1

Go

Verified Grade Compensation formula 2

Go

Verified Radius of Road when Grade Compensation formula 2 is Given

Go

8 More Gradients Calculators

Go

Verified Area of Section when Energy Gradient is Given

Go

Verified Area of Section when Total Energy is Given

Go

Verified Bed Slope when Energy Slope of Rectangular channel is Given

Go

Verified Bed Slope when Energy Slope of Rectangular channel through Chezy formula is Given

Go

Verified Bed Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given

Go

Verified Bottom Slope of channel when Energy Gradient is Given

Go

Verified Depth of Flow when Energy Slope of Rectangular channel is Given

Go

Verified Depth of Flow when Energy Slope of Rectangular channel through Chezy formula is Given

Go

Verified Depth of Flow when Total Energy is Given

Go

Verified Discharge when Energy Gradient is Given

Go

Verified Discharge when Froude Number is Given

Go

Verified Discharge when Total Energy is Given

Go

Verified Energy Gradient when bed slope is given

Go

Verified Energy Gradient when slope is given

Go

Verified Energy Slope of channel when Energy Gradient is Given

Go

Verified Energy Slope of Rectangular channel

Go

Verified Energy Slope of Rectangular channel through Chezy formula

Go

Verified Energy Slope when Slope of Dynamic Equation of Gradually Varied Flow is Given

Go

Verified Froude Number when Slope of Dynamic Equation of Gradually Varied Flow is Given

Go

Verified Froude Number with top width given

Go

Verified Normal Depth when Energy Slope of Rectangular channel is Given

Go

Verified Slope of Dynamic Equation of Gradually Varied Flow when Energy Gradient is Given

Go

Verified Slope of Dynamic Equation of Gradually Varied Flows

Go

Verified Top Width when Energy Gradient is Given

Go

Verified Top Width when Froude Number is Given

Go

3 More Gradually Varied Flow Calculators

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Verified Pressure P1 when the Resultant is within the Middle Third and Width of Base is Given

Go

Verified Pressure P2 when the Resultant is within the Middle Third and Width of Base is Given

Go

5 More Gravity Retaining Wall Calculators

Go

Verified Reynolds Number of Value Unity

Go

6 More Groundwater Hydrology Calculators

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Verified Average Birth Rate Per Year when Natural Increase is Given

Go

Verified Average Death Rate Per Year when Natural Increase is Given

Go

Verified Design Period when Natural Increase is Given

Go

Verified Future Population at the End of n Decades when Migration is Given

Go

Verified Migration when Future Population at the End of n Decades is Given

Go

Verified Natural Increase when Design Period is Given

Go

Verified Natural Increase when Future Population at the End of n Decades is Given

Go

Verified Present Population when Future Population is Given

Go

Verified Present Population when Natural Increase is Given

Go

Verified Average Flood Discharge when Flood Discharge Having Highest Frequency is Given

Go

Verified Flood Discharge Having Highest Frequency

Go

Verified Flood Discharge Having Highest Frequency when Gumbel's Reduced Variate is Given

Go

Verified Flood Discharge when Gumbel's Reduced Variate is Given

Go

Verified Gumbel's Constant when Gumbel's Reduced Variate is Given

Go

Verified Gumbel's Constant when Standard Deviation is Given

Go

Verified Gumbel's Reduced Variate

Go

Verified Probability of Occurrence when Recurrence Interval is Given

Go

Verified Recurrence Interval when Probability is Given

Go

Verified Standard Deviation when Flood Discharge Having Highest Frequency is Given

Go

Verified Standard Deviation when Gumbel's Constant is Given

Go

Verified Dynamic Viscosity when Pressure Drop over the Length of Pipe with Discharge is Given

Go

20 More Hagen–Poiseuille Equation Calculators

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Verified Coefficient Dependent on Pipe when Head Loss is Given

Go

Verified Coefficient Dependent on Pipe when Radius of Pipe is Given

Go

Verified Coefficient of Roughness of Pipe when Diameter of Pipe is Given

Go

Verified Coefficient of Roughness of Pipe when Mean Velocity of Flow is Given

Go

Verified Diameter of Pipe when Head Loss by Hazen Williams Formula is Given

Go

Verified Diameter of Pipe when Hydraulic Gradient is Given

Go

Verified Head Loss by Hazen Williams Formula

Go

Verified Head Loss by Hazen Williams Formula when Radius of Pipe is Given

Go

Verified Hydraulic Gradient when Diameter of Pipe is Given

Go

Verified Hydraulic Gradient when Mean Velocity of Flow is Given

Go

Verified Hydraulic Radius when Mean Velocity of Flow is Given

Go

Verified Length of Pipe by Hazen Williams Formula when Radius of Pipe is Given

Go

Verified Length of Pipe when Head Loss by Hazen Williams Formula is Given

Go

Verified Mean Velocity of Flow in Pipe by Hazen Williams Formula

Go

Verified Mean Velocity of Flow in Pipe when Diameter of Pipe is Given

Go

Verified Radius of Pipe by Hazen Williams Formula when Length of Pipe is Given

Go

Verified Velocity of Flow by Hazen Williams Formula when Radius of Pipe is Given

Go

Verified Velocity of Flow when Head Loss by Hazen Williams Formula is Given

Go

Verified Modulus of Elasticity when Hoop Stress due to temperature fall with strain is Given

Go

Verified Strain when Hoop Stress due to temperature fall is Given

Go

4 More Hoop Stress due to Temperature Fall Calculators

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Verified Allowable Speed of Vehicle on curve without super-elevation

Go

Verified Centrifugal Force when Centrifugal Ratio on road without super elevation is Given

Go

Verified Coefficient of Friction when General Equation of Super-elevation on Road is Given

Go

Verified Distance between wheels when Centrifugal Factor on road for equilibrium is Given

Go

Verified Friction when Allowable Speed of Vehicle on curve without super-elevation is Given

Go

Verified Impact Factor on road without super elevation for equilibrium

Go

Verified Radius of Curve when Allowable Speed of Vehicle on curve without super-elevation is Given

Go

Verified Radius of Curve when Super-elevation when lateral friction is neglected is Given

Go

Verified Radius of Curve when Super-elevation when lateral friction is not considered is Given

Go

Verified Super-elevation when lateral friction is not considered for V in kmph

Go

Verified Velocity of Vehicle when Super-elevation when lateral friction is not considered is Given

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Verified Weight of Vehicle when Centrifugal Force on vehicle on road without super elevation is Given

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23 More Horizontal Curves Calculators

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Verified Hydraulic gradient when Flow Velocity is Given

Go

Verified Hydraulic gradient when Rate of Flow is Given

Go

Verified Conjugate Depth y1 when Critical Depth is Given

Go

Verified Conjugate Depth y1 when Froude Number Fr2 is Given

Go

Verified Conjugate Depth y2 when Critical Depth is Given

Go

Verified Discharge per unit width of channel when conjugate depths are given

Go

Verified Energy loss in Hydraulic Jump when Mean Velocities are Given

Go

6 More Hydraulic Jump in Rectangular Channel Calculators

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Verified Hydraulic Mean Depth of the Channel when Drag Force is Given

Go

Verified Hydraulic Mean Depth when Self Cleaning Invert Slope is Given

Go

Verified Hydraulic Mean Depth when Self Cleansing velocity is Given

Go

Verified Hydraulic Mean Depth for Full Flow when Bed Slope for Partial Flow is Given

Go

Verified Hydraulic Mean Depth for Full Flow when Only Velocity Ratio is Given

Go

Verified Hydraulic Mean Depth for Full Flow when Self Cleansing Velocity is Given

Go

Verified Hydraulic Mean Depth for Full Flow when Velocity of Full Flow is Given

Go

Verified Hydraulic Mean Depth for Full Flow when Velocity Ratio is Given

Go

Verified Hydraulic Mean Depth for Partial Flow when Bed Slope for Partial Flow is Given

Go

Verified Hydraulic Mean Depth for Partial Flow when Only Velocity Ratio is Given

Go

Verified Hydraulic Mean Depth for Partial Flow when Self Cleansing Velocity is Given

Go

Verified Hydraulic Mean Depth for Partial Flow when Velocity of Full Flow is Given

Go

Verified Hydraulic Mean Depth for Partial Flow when Velocity Ratio is Given

Go

Verified Hydraulic Mean Depth Ratio when Discharge Ratio is Given

Go

Verified Hydraulic Mean Depth Ratio when Self Cleansing Discharge is Given

Go

Verified Hydraulic Mean Depth Ratio when Velocity Ratio is Given

Go

Verified Effective head when Power in horsepower when unit weight of water is not Given

Go

Verified Effective head when Power in Kilowatt when unit weight of water is not Given

Go

Verified Effective head when Power obtained from water flow in horsepower is Given

Go

Verified Flow rate when Power obtained from water flow in Kilowatt is Given

Go

Verified Unit weight of water when Power obtained from water flow in Kilowatt is Given

Go

15 More Hydroelectric Power Generation Calculators

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Verified Catchment Area in sq km when Number of Days After the Peak is Given

Go

Verified Catchment Area in sq miles when Number of Days After the Peak is Given

Go

Verified Catchment Area when Direct Runoff depth is Given

Go

Verified Direct Runoff depth when Sum of Ordinates is Given

Go

Verified Number of Days After the Peak when Area in sq km is Given

Go

Verified Number of Days After the Peak when Area in sq miles is Given

Go

Verified Sum of Ordinates of Direct Runoff when Direct Runoff depth is Given

Go

Verified Time Interval Between Successive Ordinates when Direct Runoff depth is Given

Go

Verified Maximum Longitudinal Shear Stress in Web for I beam

Go

Verified Transverse Shear when Maximum Longitudinal Shear Stress in Web for I beam is Given

Go

9 More I-Beam Calculators

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Verified Bearing Capacity Factor Dependent on Cohesion by Meyerhof's Analysis for Inclined Load

Go

Verified Bearing Capacity Factor Dependent on Surcharge by Meyerhof's Analysis for Inclined Load

Go

Verified Bearing Capacity Factor Dependent on Unit Weight by Meyerhof's Analysis for Inclined Load

Go

Verified Cohsion of Soil by Meyerhof's Analysis for Inclined Load

Go

Verified Depth Factor with Cohesion by Meyerhof's Analysis for Inclined Load

Go

Verified Depth Factor with Surcharge by Meyerhof's Analysis for Inclined Load

Go

Verified Depth Factor with Unit Weight by Meyerhof's Analysis for Inclined Load

Go

Verified Effective Surcharge by Meyerhof's Analysis for Inclined Load

Go

Verified Inclination Factor with Cohesion by Meyerhof's Analysis for Inclined Load

Go

Verified Inclination Factor with Surcharge by Meyerhof's Analysis for Inclined Load

Go

Verified Shape Factor with Unit Weight by Meyerhof's Analysis for Inclined Load

Go

Verified Ultimate Bearing Capacity by Meyerhof's Analysis for Inclined Load

Go

Verified Unit Weight of Soil by Meyerhof's Analysis for Inclined Load

Go

Verified Width of Footing by Meyerhof's Analysis for Inclined Load

Go

Verified Average Increase Per Decade when Future Population from Incremental Increase Method is Given

Go

Verified Average Increase Per Decade when Future Population of 2 Decades by Incremental Method is Given

Go

Verified</

List of Calculators by Ishita Goyal