Calculators Created by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut
https://www.linkedin.com/in/ishita-goyal-879b2a198
626
Formulas Created
3076
Formulas Verified
585
Across Categories

List of Calculators by Ishita Goyal

Following is a combined list of all the calculators that have been created and verified by Ishita Goyal. Ishita Goyal has created 626 and verified 3076 calculators across 585 different categories till date.
Verified Angle of Inclination when Horizontal Length of Prism is Given
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Verified Angle of Inclination when Normal Stress Component is Given
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Verified Angle of Inclination when Shear Stress Component is Given
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Verified Angle of Inclination when Vertical Stress on the Surface of Prism is Given
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Verified Angle of Inclination when Volume Per Unit Length of Prism is Given
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Verified Angle of Inclination when Weight of Soil Prism is Given
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Verified Angle of Inclination when Saturated Unit Weight is Given
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Verified Angle of Inclination when Shear Strength and Submerged Unit Weight is Given
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Verified Angle of Inclination when Submerged Unit Weight is Given
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Verified Angle of Inclination when Vertical Stress and Saturated Unit Weight 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 Angle of Internal Friction when Resisting Force from Coulomb's Equation is Given
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Verified Angle of Internal Friction when Resisting Moment is Given
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Verified Angle of Internal Friction when Sum of Tangential Component is Given
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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 Depth of Prism when Normal Stress Component is Given
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Verified Depth of Prism when Shear Stress Component is Given
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Verified Depth of Prism when Vertical Stress on the Surface of Prism is Given
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Verified Depth of Prism when Volume Per Unit Length of Prism is Given
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Verified Depth of Prism when Weight of Soil Prism is Given
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Verified Depth of Prism when Effective Normal Stress is Given
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Verified Depth of Prism when Normal Stress and Saturated Unit Weight is Given
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Verified Depth of Prism when Saturated Unit Weight is Given
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Verified Depth of Prism when Shear Stress and Saturated Unit Weight is Given
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Verified Depth of Prism when Submerged Unit Weight and Effective Normal Stress is Given
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Verified Depth of Prism when Upward Force due to Seepage Water is Given
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Verified Depth of Prism when Upward Force is Given
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Verified Depth of Prism when Vertical Stress and Saturated Unit Weight is Given
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Verified Dynamic Viscosity when Rate of Flow is Given
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Verified Dynamic Viscosity when Shear Force Resisting the Motion of Piston with Piston Velocity is Given
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4 More Dynamic Viscosity Calculators
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Verified Factor of Safety for Cohesive Soil
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Verified Factor of Safety for Cohesive Soil when Cohesion is Given
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Verified Factor of Safety with Respect to Cohesion when Critical Depth is Given
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Verified Factor of Safety with Respect to Cohesion when Mobilised Cohesion is Given
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Verified Factor of Safety with Respect to Cohesion when Stability Number is Given
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Verified Factor of Safety when Angle of Inclination and Slope angle is Given
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Verified Factor of Safety when Angle of Mobilised Friction is Given
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Verified Factor of Safety when Length of Slip Plane is Given
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Verified Factor of Safety when Mobilised Shear resistance of Soil is Given
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Verified Factor of Safety when Moment of Resistance is Given
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Verified Factor of Safety when Sum of Tangential Component is Given
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Verified Factor of Safety when Unit Cohesion is Given
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Verified Mean Velocity of Flow when Maximum Velocity is Given
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Verified Mean Velocity of Flow when Pressure Gradient is Given
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3 More Mean Velocity of Flow 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 Pressure Gradient when Discharge is Given
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Verified Pressure Gradient when Mean Velocity of Flows is Given
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4 More Pressure Gradient Calculators
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Verified Saturated Unit Weight when Effective Normal Stress is Given
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Verified Saturated Unit Weight when Factor of Safety is Given
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Verified Saturated Unit Weight when Normal Stress Component is Given
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Verified Saturated Unit Weight when Shear Strength is Given
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Verified Saturated Unit Weight when Shear Stress Component is Given
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Verified Saturated Unit Weight when Vertical Stress on the Prism is Given
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Verified Saturated Unit Weight when Weight of Soil Prism is Given
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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 Shear Force on the Slice when Radius of Arc is Given
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Verified Stability Number for Cohesive Soil
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Verified Stability Number for Cohesive Soil when Mobilised Cohesion is Given
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Verified Stability Number when Angle of Internal Friction is Given
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Verified Stability Number when Factor of Safety with Respect to Cohesion is Given
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Verified Unit Cohesion when Factor of Safety is Given
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Verified Unit Cohesion when Mobilised Shear resistance of Soil is Given
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Verified Unit Cohesion when Moment of Resistance is Given
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Verified Unit Cohesion when Resisting Force from Coulomb's Equation is Given
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Verified Unit Cohesion when Resisting Moment is Given
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Verified Unit Cohesion when Sum of Tangential Component is Given
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Verified Unit Weight of Soil when Angle of Inclination and Slope angle is Given
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Verified Unit Weight of Soil when Angle of Mobilised Friction is Given
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Verified Unit Weight of Soil when Height from Toe of Wedge to Top of Wedge is Given
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Verified Unit Weight of Soil when Safe Height from Toe to Top of Wedge is Given
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Verified Unit Weight of Soil when Weight of Wedge is Given
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Verified Velocity of Piston when Rate of Flow is Given
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Verified Velocity of Piston when Shear Stress resisting the Motion of Piston is Given
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4 More Velocity of Piston Calculators
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Verified Weight of Wedge of Soil
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Verified Weight of Wedge when Factor of Safety is Given
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Verified Weight of Wedge when Height from Toe of Wedge to Top of Wedge is Given
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Verified Weight of Wedge when Shear Strength along the Slip Plane is Given
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Verified Weight of Wedge when Shear Stress along the Slip Plane is Given
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Created Acceleration due to Gravity when Displacement Velocity by Camp is Given
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Created Acceleration due to Gravity when Impelling Force is Given
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Created Acceleration due to Gravity when Settling Velocity is Given
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Created Acceleration due to Gravity when Settling Velocity with respect to Dynamic Viscosity is Given
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Created Acceleration due to Gravity when Settling Velocity with respect to Kinematic Viscosity is Given
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Created Acceleration due to Gravity when Settling Velocity with respect to Specific Gravity is Given
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Created Acceleration due to Gravity when Specific Gravity of Particle and Viscosity is Given
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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 Amplitude of vibrations when acceleration of particles is given
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Verified Amplitude of vibrations when velocity of particle is given
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Verified Frequency of Vibration when Acceleration of Particles is Given
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Verified Frequency of vibration when velocity of particle is given
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Verified Frequency of Vibrations Caused by Blasting
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Verified Angle of Internal Friction when Angle of Inclination and Slope angle is Given
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Verified Angle of Internal Friction when Angle of Mobilised Friction is Given
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Verified Angle of Internal Friction when Effective Normal Stress is Given
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Verified Angle of Internal Friction when Shear Strength along the Slip Plane is Given
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Verified Angle of Internal Friction when Shear Strength and Submerged Unit Weight is Given
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Verified Angle of Internal Friction when Submerged Unit Weight is Given
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Verified Angle of Internal Friction when Weight of Wedge 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 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 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 when Aquifer Loss Coefficient is Given
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Verified Aquifer Loss when Drawdown 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 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 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 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 Radius to the centerline when Thrust at Abutments of an Arch Dam is Given
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16 More Arch Dams Calculators
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Verified Area of Basin when Flood Discharge by Dicken's Formula for Northern India is Given
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Verified Area of Basin when Flood Discharge by Dicken's Formula in F.P.S Unit for Northern India is Given
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Verified Area of Basin when Flood Discharge by Dicken's Formula in F.P.S Unit is Given
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Verified Area of Basin when Flood Discharge by Dicken's Formula is Given
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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 Area of Filter when Hydraulic Loading is Given
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Verified Area of Filter when Volumetric Flowrate Applied Per Unit of Filter Area is Given
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Verified Area of Trickling Filter when Volumetric Flowrate is Given
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Created Area of Tank when Height at Outlet Zone with respect to Area of Tank is Given
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Created Area of Tank when Ratio of Removal with respect to Discharge is Given
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Created Area of Tank when Vertical Falling Speed in Sedimentation Tank with respect to Area is Given
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Created Area of the Tank when Discharge Rate with respect to Settling Velocity is Given
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Created Cross Sectional Area of Sedimentation Tank
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Created Cross Sectional Area when Length of Sedimentation Tank with respect to Surface Area is Given
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Created Cross Sectional Area when Surface Area w.r.t Cross-section Area for Practical Purpose is Given
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Created Cross Sectional Area when Surface Area with respect to Darcy Weishbach Friction Factor is Given
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Created Cross Sectional Area when Surface Area with respect to Settling Velocity 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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Created Average Daily Influent Flow Rate when Hydraulic Retention Time is given
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Created Average Daily Influent Flow Rate When Net Waste Activated Sludge is Given
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Created Average Daily Influent Flow Rate when Organic Loading is Given
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Created Average Daily Influent Flow Rate when RAS Pumping Rate from Aeration Tank is Given
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Created Average Daily Influent Flow Rate when Reactor Volume is known
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Created Average Daily Influent Flow Rate when Recirculation Ratio is Given
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Created Average daily influent flow rate when theoretical oxygen requirement is given
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Verified Allowable Bearing Pressure When Flange Thickness for H shaped Column is Given
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Verified Area Required by Base Plate
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Verified Bearing Pressure When Plate Thickness is Given
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Verified Column Depth When Plate Length is Given
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Verified Column Flange Width When Plate Length is Given
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Verified Column load for given base plate area required
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Verified Flange Thickness for H shaped Columns
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Verified Plate Length
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Verified Thickness of Plate
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Verified Thickness of Plate When Flange Thickness for H shaped Column 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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Beams (9)
Verified Beam Buckling Factor 1
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Verified Beam Buckling Factor 2
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Verified Limiting Buckling Moment
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Verified Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for I and Channel Sections
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Verified Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams
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Verified Limiting Laterally Unbraced Length for Inelastic Lateral Buckling
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Verified Maximum Laterally Unbraced Length for Plastic Analysis
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Verified Maximum Laterally Unbraced Length for Plastic Analysis in Solid Bars and Box Beams
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Verified Specified Minimum Yield Stress for Web if Lr is Given
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3 More Beams Calculators
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Verified Bearing Area Factor
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2 More Bearing Area Factor Calculators
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Verified Bearing Capacity Factor Dependent on Cohesion when Effective Surcharge is Given
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Verified Bearing Capacity Factor Dependent on Cohesion when Safe Bearing Capacity is Given
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Verified Bearing Capacity Factor Dependent on Cohesion when Ultimate Bearing Capacity is Given
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Verified Bearing Capacity Factor Dependent on Surcharge when Effective Surcharge is Given
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Verified Bearing Capacity Factor Dependent on Surcharge when Safe Bearing Capacity is Given
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Verified Bearing Capacity Factor Dependent on Surcharge when Ultimate Bearing Capacity is Given
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Verified Bearing Capacity Factor Dependent on Weight when Effective Surcharge is Given
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Verified Bearing Capacity Factor Dependent on Weight when Safe Bearing Capacity is Given
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Verified Bearing Capacity Factor Dependent on Weight 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 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 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 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 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 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 Bearing plate area for full concrete area support usage
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Verified Bearing plate area for less than full concrete area usage
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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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9 More Bending Stresses Calculators
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Verified BOD5 Load when Organic Loading is Given
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Verified BOD5 of Influent Wastewater to Trickling Filter
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Verified BOD5 of Settled Effluent from Trickling Filter
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Created BOD in Sewage
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Created BOD of Industry when Population Equivalent is Given
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Created BOD when Dilution Factor is Given
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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 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 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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Created BOD Loading for First Stage Filter
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Created BOD Loading for First Stage Filter when BOD Loading for Second Filter Stage is Given
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Created BOD Loading for Second Stage Filter
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Created BOD Loading to Filter when Efficiency of First Filter Stage is Given
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Created BOD Loading to Second Filter Stage when Efficiency of Second Filter Stage is given
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Verified Ratio of BOD to Ultimate BOD
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Verified Ratio of BOD to Ultimate when Oxygen Demand of Biomass is Given
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Verified Ratio of BOD to Ultimate when Oxygen Required in Aeration Tank is Given
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BOD5 (3)
Verified BOD5 when Oxygen Required in Aeration Tank is Given
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Verified BOD5 when Ratio of BOD to Ultimate BOD is 0.68
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Verified BOD5 when Ratio of BOD to Ultimate BOD is Given
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Verified Length of Borehole when Burden is Given
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Verified Minimum Length of the Borehole in Feet
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Verified Minimum Length of the Borehole in Meter
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1 More Borehole length Calculators
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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 Burden Suggested in Konya Formula
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Verified Burden Suggested in Langefors' Formula
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Verified Burden when Stemming at Top of Borehole is Given
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Verified Degree of Packing when Burden Suggested in Langefors' Formula is Given
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Verified Diameter of Borehole when Burden is Given
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1 More Burden in blasting 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
Go
Verified Total Storage Capacity of Reservoirs
Go
Verified Total Storage Capacity of Reservoirs when Value of McDonald Coefficient is Given
Go
Verified Diameter of Pipe when Dynamic Viscosity with length is Given
Go
Verified Dynamic Viscosity of fluids in flow
Go
Verified Length of Pipe when Dynamic Viscosity is Given
Go
Verified Length of Reservoir when Dynamic Viscosity is Given
Go
Verified Reservoir Area when Dynamic Viscosity is Given
Go
Verified Specific Weight of Liquid when Dynamic Viscosity is Given
Go
12 More Capillary Tube Viscometer Calculators
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 Bowl Radius when Centrifugal Acceleration Force is Given
Go
Verified Centrifugal Acceleration Force in Centrifuge
Go
Verified Rotational Speed of Centrifuge when Centrifugal Acceleration Force is Given
Go
Verified Channel Flow Time Or Gutter Flow Time
Go
Verified Length of the Drain when Channel Flow Time is Given
Go
Verified Peak Rate of Runoff from Nawab Jung Bahadur Formula
Go
Verified Velocity in the Drain when Channel Flow Time is Given
Go
Verified Coefficient of Permeability when Aquifer Loss Coefficient is Given
Go
Verified Discharge when Aquifer Loss is Given
Go
Verified Drawdown when Well Loss is Given
Go
Verified Radius of Influence when Aquifer Loss Coefficient is Given
Go
Verified Radius of Well when Aquifer Loss Coefficient is Given
Go
Created Pressure at Any Time when Root Mean Square Pressure is Given
Go
Created Temperature in Kelvin when Speed of Sound is Given
Go
Created Wavelength of Wave
Go
Verified Chezy's Constant when Velocity of Flow by Chezy's Formula is Given
Go
Verified Hydraulic Gradient when Velocity of Flow by Chezy's Formula is Given
Go
Verified Hydraulic Mean Radius of Channel
Go
Verified Hydraulic Mean Radius of Channel when Velocity of Flow by Chezy's Formula is Given
Go
Verified Velocity of Flow by Chezy's Formula
Go
Verified Wetted Perimeter when Hydraulic Mean Radius of Channel is Given
Go
Verified Chow's Function when Constant dependent on Well Function is Given
Go
Verified Chow's Function when Drawdown is Given
Go
Verified Chow's Function when Well Function is Given
Go
Verified Angle of Sector when Top Width is Given
Go
Verified Diameter of Section when Hydraulic Depth is Given
Go
Verified Diameter of Section when Hydraulic Radius for channel is Given
Go
Verified Diameter of Section when Wetted Area is Given
Go
Verified Hydraulic Depth of circle
Go
Verified Hydraulic Radius when angle is given
Go
Verified Section Factor for circle
Go
Verified Wetted Area for circle
Go
Verified Wetted Perimeter for circle
Go
5 More Circular Section Calculators
Go
Verified Depth of flow in most efficient channel for maximum velocity
Go
Verified Diameter of Section when Hydraulic Radius in most efficient channel for maximum velocity is Given
Go
Verified Radius of Section when Depth of flow in Efficient Channel is Given
Go
Verified Radius of Section when Depth of flow in most efficient channel for maximum velocity is Given
Go
Verified Radius of Section when Hydraulic Radius is Given
Go
Verified Wetted Perimeter when Discharge through Channels is Given
Go
14 More Circular section Calculators
Go
Verified Area of Cross-section when Central Angle is Given
Go
Verified Area of Cross-section when Discharge is Given
Go
Verified Diameter of pipe when Area of Cross-section is Given
Go
Verified Diameter of the pipe when Hydraulic Mean Depth is Given
Go
Verified Discharge when Pipe is Running Full
Go
Verified Hydraulic Mean Depth when Central Angle is Given
Go
Verified Velocity while Running Full when Discharge is Given
Go
Verified Area of Cross-section while Running Partially Full when Discharge is Given
Go
Verified Area of Cross-section while Running Partially Full when Proportionate Area is Given
Go
Verified Area of Cross-section while Running Partially Full when Proportionate Discharge is Given
Go
Verified Discharge when Pipe Running Partially Full
Go
Verified Discharge when Pipe Running Partially Full when Proportionate Discharge is Given
Go
Verified Hydraulic Mean Depth while Running Partially Full when Only Proportionate Velocity is Given
Go
Verified Hydraulic Mean Depth while Running Partially Full when Proportionate Hydraulic Mean Depth is Given
Go
Verified Hydraulic Mean Depth while Running Partially Full when Proportionate Velocity is Given
Go
Verified Roughness Coefficient while Running Partially Full when Proportionate Velocity is Given
Go
Verified Velocity while Running Partially Full when Discharge is Given
Go
Verified Velocity while Running Partially Full when Proportionate Discharge is Given
Go
Verified Velocity while Running Partially Full when Proportionate Velocity is Given
Go
Verified Inflow Rate between Inter-Isochrone Area
Go
Verified Inter-Isochrone Area when Inflow is Given
Go
6 More Clark's Method for IUH Calculators
Go
Verified Clearance when Radius of Cylinder is Given
Go
Verified Dynamic Viscosity of Fluid Flow when torque is known
Go
Verified Dynamic Viscosity when Total Torque is Given
Go
Verified Height of Cylinder when Dynamic Viscosity of Fluid is Given
Go
Verified Radius of Inner Cylinder when Torque exerted on Outer Cylinder is Given
Go
Verified Speed of Outer Cylinder when Total Torque is Given
Go
Verified Speed of Outer Cylinder when Velocity Gradient is Given
Go
Verified Torque exerted on Outer Cylinder
Go
14 More Coaxial Cylinder Viscometers Calculators
Go
Verified Coefficient of Drag for Transition Settling
Go
Verified Coefficient of Drag for Transition Settling when Reynold Number is Given
Go
Verified Coefficient of Drag when Drag Force Offered by the Fluid is Given
Go
Verified Coefficient of Drag when Reynold Number is Given
Go
Verified Coefficient of Drag when Settling Velocity is Given
Go
Verified Coefficient of Drag when Settling Velocity of Spherical Particle is Given
Go
Verified Coefficient of friction when stopping sight distance is given
Go
Verified Coefficient of Longitudinal Friction when velocity in Breaking Distance in in Kmph is Given
Go
2 More Coefficient of friction Calculators
Go
Verified Coefficient of Permeability when Discharge and Length of the Strainer is Given
Go
Verified Coefficient of Permeability when Discharge from Two Wells with Base 10 is Given
Go
Verified Coefficient of Permeability when Discharge in Unconfined Aquifer is Given
Go
Verified Coefficient of Permeability when Discharge in Unconfined Aquifer with Base 10 is Given
Go
Verified Coefficient of Permeability when Discharge of Two Wells under Consideration is Given
Go
Verified Coefficient of Permeability when Flow Velocity is Given
Go
Verified Coefficient of Permeability when Radius of Influence is Given
Go
Verified Coefficient of Permeability when Rate of Flow is Given
Go
Verified Coefficient of Permeability when Confined Aquifer Discharge is Given
Go
Verified Coefficient of Permeability when Confined Aquifer Discharge with Base 10 is Given
Go
Verified Coefficient of Permeability when Depth of Water in Two Wells are Given
Go
Verified Coefficient of Permeability when Discharge in Confined Aquifer is Given
Go
Verified Coefficient of Permeability when Discharge in Confined Aquifer with Base 10 is Given
Go
Verified Coefficient of Transmissibility when Confined Aquifer Discharge is Given
Go
Verified Coefficient of Transmissibility when Confined Aquifer Discharge with Base 10 is Given
Go
Verified Coefficient of Transmissibility when Depth of Water in Two Wells are Given
Go
Verified Coefficient of Transmissibility when Discharge in Confined Aquifer with Base 10 is Given
Go
Verified Coefficient of Transmissibility when Discharge is Given
Go
Verified Angle of Inclination when Factor of Safety against Sliding is Given
Go
Verified Angle of Inclination when Shear Strength of Soil is Given
Go
Verified Angle of Internal Friction when Factor of Safety against Sliding is Given
Go
Verified Angle of Internal Friction when Normal Stress of Cohesionless Soil is Given
Go
Verified Angle of Internal Friction when Shear Strength of Cohesionless Soil is Given
Go
Verified Angle of Internal Friction when Shear Strength of Soil is Given
Go
Verified Factor of Safety against Sliding when Angle of Internal Friction is Given
Go
Verified Normal Stress when Shear Strength of Cohesionless Soil is Given
Go
Verified Normal Stress when Shear Stress of Cohesionless Soil is Given
Go
Verified Shear Strength of Cohesionless Soil
Go
Verified Shear Strength of Soil when Angle of Internal Friction is Given
Go
Verified Shear Stress of Soil when Angle of Internal Friction is Given
Go
Verified Shear Stress when Normal Stress of Cohesionless Soil is Given
Go
Verified Cohesion of Soil when Factor of Safety for Cohesive Soil is Given
Go
Verified Cohesion of Soil when Factor of Safety with Respect to Cohesion is Given
Go
Verified Cohesion of Soil when Mobilised Cohesion is Given
Go
Verified Cohesion when Critical Depth for Cohesive Soil is Given
Go
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 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 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 or Light Weighted Steel Structures Calculators
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 Critical Buckling Stress when Slenderness Parameter is Greater than 1.5
Go
Verified Critical Buckling Stress when Slenderness Parameter is Less than 1.5
Go
Verified Maximum Load on Axially Loaded Members
Go
Verified Slenderness Parameter
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 Water Cement Ratio when 28-Day Concrete Compressive Strength is Given
Go
18 More Compression Calculators
Go
Verified Allowable Compressive Stress Inclined to Grain
Go
Verified Pressure at AC
Go
Verified Pressure at BC
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 Rainfall Intensity when Runoff Coefficient 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 when Run-off 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 Concentration of Solids in the Effluent when Mass of the Solids Removed is Given
Go
Verified Concentration of Solids in the Effluent when Sludge Age is Given
Go
Verified Concentration of Solids in the Returned Sludge
Go
Verified Concentration of Solids in the Returned Sludge when MLSS is Given
Go
Verified Concentration of Solids in the Returned Sludge when Sludge Age 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
Verified Confidence interval of variate bounded by X2
Go
Verified Equation for confidence interval of 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
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
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 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
Curves (3)
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 D.O Saturation for Sewage when Correction Factor is 0.8
Go
Verified D.O Saturation for Sewage when Correction Factor is 0.85
Go
Verified D.O Saturation for Sewage when Oxygen Transfer Capacity is Given
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 Length of Conduit when Neutral stress per unit area for Dams on Soft Foundations 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
17 More Dams on Soft or Porous Foundations Calculators
Go
Verified Shear Velocity
Go
20 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
Created Darcy Weishbach Friction Factor when Length of Tank with respect to Darcy Weishbach Factor is Given
Go
Created Darcy Weishbach Friction Factor when Surface Area with respect to Darcy Weishbach Factor is Given
Go
Created Darcy-Weishbach Friction Factor when Displacement Velocity by Camp is Given
Go
Created Darcy-Weishbach Friction Factor when Displacement Velocity for Fine Particles 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 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 Vertical Upward Force on Piston
Go
15 More Dash - Pot Mechanism Calculators
Go
Created Air content w.r.t degree of saturation
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 Mass Density of Fluid when Frictional Drag is Given
Go
Created Mass Density of Fluid when Impelling Force is Given
Go
Created Mass Density of Fluid when Particle Reynold's Number is Given
Go
Created Mass Density of Fluid when Settling Velocity is Given
Go
Created Mass Density of Fluid when Settling Velocity with respect to Dynamic Viscosity is Given
Go
Created Mass Density of Particle when Impelling Force is Given
Go
Created Mass Density of Particle when Settling Velocity is Given
Go
Created Mass Density of Particle when Settling Velocity with respect to Dynamic Viscosity 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
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 Deoxygenation Constant
Go
Created De-oxygenation Constant
Go
Created Deoxygenation Constant at 20°C when Deoxygenation Constant at Temperature T is Given
Go
Created Deoxygenation Constant at Temperature T
Go
Created Deoxygenation Constant using Best Fit Line
Go
Created De-oxygenation Constant when Organic Matter Present at the Start of BOD is Given
Go
Created Deoxygenation Constant when Organic Matter Present at the Start of BOD using Best Fit Line is Given
Go
Created De-oxygenation Constant when Total Amount of Organic Matter Oxidised 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 Actual Filter when Treatability Constant is Given
Go
Verified Depth of Filter when Treatability Constant is Given
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 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 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 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 Recirculation Ratio
Go
Created Sludge Concentration Using Wasting Rate from Return Line when Solid Concentration in Effluent is Low
Go
Verified Dewatered Sludge or Cake Discharge Rate
Go
Verified Percent Reduction in Sludge Volume
Go
Verified Solids Recovery when Dewatered Sludge Discharge Rate is Given
Go
1 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 given Unit Bearing Pressure
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 Hydraulic Loading to each Filter
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
Created Detention Period when Falling Speed of Smaller Particle is Given
Go
Created Detention Time in Sedimentation Tank
Go
Created Detention Time when Displacement Efficiency of Sedimentation Tank is Given
Go
Created Detention Time with respect to Discharge Rate
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
Created Diameter of Particle when Particle Reynold's Number is Given
Go
Created Diameter of Particle when Settling Velocity is Given
Go
Created Diameter of Particle when Settling Velocity with respect to Specific Gravity is Given
Go
Created Diameter of Particle when Volume of Particle is Given
Go
Created Diameter when Displacement Velocity by Camp is Given
Go
Created Diameter when Settling Velocity at 10°C is Given
Go
Created Diameter when Settling Velocity in terms of °C for d> 0.1mm is Given
Go
Created Diameter when Settling Velocity in terms of °C is Given
Go
Created Diameter when Settling Velocity in terms of °F for d> 0.1mm is Given
Go
Created Diameter when Settling Velocity in terms of °F is Given
Go
Created Diameter when Settling Velocity with respect to Dynamic Viscosity is Given
Go
Created Diameter when Settling Velocity with respect to Kinematic Viscosity is Given
Go
Created Diameter when Specific Gravity of Particle and Viscosity 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 when Difference Between Modified Drawdowns is Given
Go
Verified Unconfined Aquifer Discharge when Aquifer Constant 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 Drawdown is Given
Go
Verified Discharge when Formation Constant T is Given
Go
Verified Discharge when Time at 1st and 2nd Instance is Given
Go
Created Discharge Rate when Detention Time in Sedimentation Tank is Given
Go
Created Discharge Rate when Detention Time is Given
Go
Created Discharge Rate when Height at Outlet Zone with respect to Area of Tank is Given
Go
Created Discharge Rate when Height at Outlet Zone with respect to Discharge is Given
Go
Created Discharge Rate when Ratio of Removal with respect to Discharge is Given
Go
Created Discharge Rate when Vertical Falling Speed in Sedimentation Tank is Given
Go
Created Discharge Rate when Vertical Falling Speed in Sedimentation Tank with respect to Area is Given
Go
Created Discharge Rate with respect to Settling Velocity
Go
Created Displacement Efficiency of Sedimentation Tank
Go
Created Flow through Period when Displacement Efficiency of Sedimentation Tank is Given
Go
Created Beta Constant when Displacement Velocity by Camp is Given
Go
Created Displacement Velocity by Camp
Go
Created Displacement Velocity for Fine Particles
Go
Created Displacement Velocity in terms of Settling Velocity
Go
Created Displacement Velocity when f=0.025
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 Mixing Concentration
Go
Created River Stream Concentration
Go
Created River Stream Flow Rate
Go
Created Saturation DO
Go
Created Sewage Concentration
Go
Created Sewage Flow Rate
Go
Created DO Consumed by Diluted Sample when BOD in Sewage is Given
Go
Created DO Consumed by Diluted Sample when Dilution Factor is Given
Go
Verified Dosing Rate
Go
Verified Dosing Rate when Rotational Speed is Given
Go
Created Drag Coefficient when Frictional Drag is Given
Go
Created Drag Coefficient when Settling Velocity is Given
Go
Created Drag Coefficient when Settling Velocity with respect to Specific Gravity is Given
Go
Created Drag Coefficient with respect to Reynold's Number
Go
Created General form of Drag Coefficient
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
Created Drag Force as per Stokes Law
Go
Created Frictional Drag
Go
Created Projected Area when Frictional Drag is Given
Go
Created The Diameter when Drag Force as per Stokes Law is Given
Go
Verified Change in Drawdown when Chow's Function is Given
Go
Verified Change in Drawdown when Formation Constant T is Given
Go
Verified Change in Drawdown when Time at 1st and 2nd Instance is Given
Go
Verified Drawdown when Chow's Function is Given
Go
Verified Drawdown when Well Function 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
Created Dry unit weight in terms of percentage of air voids
Go
Created Dry unit weight in terms of unit weight of solids
Go
Created Dry unit weight in terms of water content
Go
Created Dry unit weight in terms of water content at full saturation
Go
Verified Dry Unit Weight of Soil when Saturation is 0 Percent
Go
Created Dry unit weight when bulk unit weight in terms of degree of saturation is given
Go
Created Dry unit weight when submerged unit weight of soil in terms of porosity is given
Go
Verified Dynamic Viscosity when Mean Velocity of Flow with Pressure Gradient is Given
Go
Verified Dynamic Viscosity when Pressure Head Drop is Given
Go
4 More Dynamic Viscosity Calculators
Go
Created Dynamic Viscosity when Drag Force as per Stokes Law is Given
Go
Created Dynamic Viscosity when Particle Reynold's Number is Given
Go
Created Dynamic Viscosity when Settling Velocity with respect to Dynamic Viscosity 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
18 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 Coefficient of Traction when Usable Pull is Given
Go
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
Go
11 More Earthmoving 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 if 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 Radius of Particle when Effective Weight of the Particle 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
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 Overall Efficiency of Two Stage Trickling Filter
Go
Created Overall Efficiency when Efficiency of First and Second Filter Stage 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 Effluent BOD when Oxygen Demand and Ultimate BOD Both is Given
Go
Verified Effluent BOD when Oxygen Demand of Biomass is Given
Go
Verified Effluent BOD when Oxygen Required in Aeration Tank is Given
Go
Verified Effluent BOD when Ultimate BOD 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 Theoretical Oxygen Requirement is given
Go
Created Effluent Substrate Concentration when Volume of Reactor is given
Go
Verified Diameter of Circular Section
Go
Verified Width of Egg Shaped Section when Diameter of Circular Section is Given
Go
Verified Elastic Modulus of Rock when Deflection Due to Moments on a Arch Dam is Given
Go
Verified Elastic Modulus of Rock when Deflection Due to Shear on a Arch Dam is Given
Go
4 More Elastic Modulus of Rock Calculators
Go
Verified Completion time for given distance of path
Go
Verified Distance Measured
Go
Verified Velocity in 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
Created Endogenous Decay Coefficient when Observed Cell Yield is given
Go
Created Endogenous Decay Constant when Volume of Reactor is given
Go
Verified Endogenous Respiration Rate Constant when Mass of Wasted Activated Sludge is Given
Go
Verified Endogenous Respiration Rate Constant when Maximum Yield Coefficient is Given
Go
Verified Endogenous Respiration Rate Constant when Reciprocal of Sludge Age 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 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 Flood Frequency when Recurrence Interval is Given
Go
Verified Flood Index when Flood Discharge 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 Hazen's Method is Given
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
Created Falling Speed of Smaller Particle
Go
Created Falling Speed when Height at Outlet Zone with respect to Area of Tank is Given
Go
Created Falling Speed when Ratio of Removal with respect to Discharge is Given
Go
Created Falling Speed when Ratio of Removal with respect to Settling Velocity is Given
Go
Created Falling Speed when Surface Area with respect to Settling Velocity is Given
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
Go
Verified External Diameter of Pipe when Load Per Unit Length for Flexible Pipes is Given
Go
Verified Fill Coefficient when Load Per Unit Length for Flexible Pipes is Given
Go
Verified Load Per Unit Length for Flexible Pipes
Go
Verified Specific Weight of Fill Material when Load Per Unit Length for Flexible Pipes is Given
Go
Verified Width of Trench when Load Per Unit Length for Flexible Pipes 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 Change in Storage denoting the beginning and end of Time Interval with respect to Inflow and Outflow
Go
Verified Rate of Change of Storage
Go
16 More Flood Routing Calculators
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 Hydraulic Depth when Section Factor is Given
Go
Verified Section Factor in open channel
Go
Verified Top Width when Section Factors is Given
Go
Verified Wetted Area when Section Factor is Given
Go
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
Go
Verified Power when Most economical pipe diameter for a distribution system is Given
Go
5 More Flow Over Notches and Weirs Calculators
Go
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
Go
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
Go
Verified Allowable Compressive Stress Parallel to Grain for Short Columns
Go
Verified Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given
Go
3 More Forest Products Laboratory Recommendations Calculators
Go
Verified Form Drag of a Vessel when Total Longitudinal Current Load on a Vessel is known
Go
6 More Form Drag Calculators
Go
Verified Constant dependent on Well Function when Formation Constant S is Given
Go
Verified Formation Constant S
Go
Verified Formation Constant S when Radial Distance is Given
Go
Verified Formation Constant T when Change in Drawdown is Given
Go
Verified Formation Constant T when Drawdown is Given
Go
Verified Formation Constant T when Formation Constant S is Given
Go
Verified Formation Constant T when Radial Distance is Given
Go
Verified Net Bearing Capacity of a Long Footing in Foundation Stability Analysis
Go
10 More Foundation Stability Analysis Calculators
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 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
Verified Friction Factor when Head Loss due to Frictional Resistance is Given
Go
5 More Friction Factor Calculators
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 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 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 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
Go
Verified Allowable Bending Stress in Compression Flange
Go
Verified Allowable Shear Stress with Tension Field Action
Go
Verified Allowable Shear Stress without Tension Field Action
Go
Verified Area of Flange When Plate Girder Stress Reduction Factor is Given
Go
Verified Area of Web When Plate Girder Stress Reduction Factor is Given
Go
Verified Depth to Thickness Ratio of Girder With Transverse Stiffeners
Go
Verified Hybrid Girder Factor
Go
Verified Maximum depth to thickness Ratio for Unstiffened Web
Go
Verified Plate Girder Stress Reduction Factor
Go
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 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
Go
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
Go
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 Correction when Recurrence Interval by Gumbel's Method is Given
Go
Verified Gumbel's Reduced Variate
Go
Verified Number of Years when Recurrence Interval by Gumbel's Method is Given
Go
Verified Probability of Occurrence when Recurrence Interval is Given
Go
Verified Recurrence Interval by Gumbel's Method
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
Go
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
Created Height at Outlet Zone when Falling Speed of Smaller Particle is Given
Go
Created Height at Outlet Zone when Ratio of Removal with respect to Tank Height is Given
Go
Created Height at Outlet Zone with respect to Area of Tank
Go
Created Height at Outlet Zone with respect to Discharge
Go
Created Height at Outlet Zone with respect to Settling Velocity
Go
Created Height of Settling Zone when Cross-section Area of Sedimentation Tank is Given
Go
Created Height of Settling Zone when Detention Time is Given
Go
Created Height of Settling Zone when Height at Outlet Zone with respect to Area of Tank is Given
Go
Created Height of Settling Zone when Height at Outlet Zone with respect to Discharge is Given
Go
Created Height of Settling Zone when Height at Outlet Zone with respect to Settling Velocity is Given
Go
Created Height of Settling Zone when Length of Sedimentation Tank with respect to Surface Area is Given
Go
Created Height of Settling Zone when Length of Tank with respect to Darcy Weishbach Factor is Given
Go
Created Height of Settling Zone when Length of Tank with respect to Height for Practical Purpose is Given
Go
Created Height of Settling Zone when Ratio of Removal with respect to Tank Height 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