Calculators Created by Ishita Goyal

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 Beam Width when Nominal Unit Shear Stress is Given

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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 Bearing Area Factor

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1 More Bearing Area Factor Calculators

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

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5 More Bearing on Milled Surfaces Calculators

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Verified Allowable Bearing Stress for Milled Surface Including Bearing Stiffeners

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Verified Allowable Bearing Stress for Rollers and Rockers

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

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Verified Actual Bearing Pressure Under Plate

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

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

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Verified Allowable Bending Stress When Plate Thickness is Given

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

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

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Verified Beam Reaction when Actual Bearing Pressure is Given

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Verified Beam Reaction when Area Required by Bearing Plat is Given

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

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Verified Minimum Width of Plate When Actual Bearing Pressure is Given

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Verified Minimum Width of Plate When Plate Thickness is Given

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Verified Plate Thickness

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Verified Maximum Bending Stress for Load Applied to Narrow Member Face

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Verified Maximum Compressive Stress for Biaxial Bending

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Verified Maximum Compressive Stress for Uniaxial Bending

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

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8 More Bending Stresses Calculators

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Verified Diameter of Pipe when Dynamic Viscosity with length is Given

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Verified Dynamic Viscosity of fluid

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Verified Length of Pipe when Dynamic Viscosity is Given

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Verified Length of Reservoir when Dynamic Viscosity is Given

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Verified Reservoir Area when Dynamic Viscosity is Given

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Verified Specific Weight of Liquid when Dynamic Viscosity is Given

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13 More Capillary Tube Viscometer Calculators

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Verified Relative cost for Designing Fabricated Plate Girders

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Verified yield Stress Fy1 when Relative cost for Designing Fabricated Plate Girders is given

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Verified Yield Stress Fy2 when Relative cost for Designing Fabricated Plate Girders is given

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21 More Choosing the Most Economic Structural Steel Calculators

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Verified Angle of Sector when Top Width is Given

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Verified Diameter of Section when Hydraulic Depth is Given

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Verified Diameter of Section when Hydraulic Radius for channel is Given

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Verified Diameter of Section when Wetted Area is Given

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Verified Hydraulic Depth of circle

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Verified Hydraulic Radius when angle is given

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Verified Section Factor for circle

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Verified Wetted Area for circle

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Verified Wetted Perimeter for circle

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5 More Circular Section Calculators

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Verified Depth of flow in most efficient channel for maximum velocity

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

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

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

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Verified Radius of Section when Hydraulic Radius is Given

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Verified Wetted Perimeter when Discharge through Channels is Given

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14 More Circular section Calculators

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Verified Inflow Rate between Inter-Isochrone Area

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Verified Inter-Isochrone Area when Inflow is Given

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6 More Clark's Method for IUH Calculators

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Verified Clearance when Radius of Cylinder is Given

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Verified Dynamic Viscosity of Fluid

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Verified Dynamic Viscosity when Total Torque is Given

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Verified Height of Cylinder when Dynamic Viscosity of Fluid is Given

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

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Verified Speed of Outer Cylinder when Total Torque is Given

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Verified Speed of Outer Cylinder when Velocity Gradient is Given

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Verified Torque exerted on Outer Cylinder

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14 More Coaxial Cylinder Viscometers Calculators

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

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

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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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Created Design Shear when Shear Friction Reinforcement Area is Given

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Created Eccentricity of Shear

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Created Reinforcement Yield Strength when Shear Friction Reinforcement Area is Given

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Created Shear Friction Reinforcement Area

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Created Axial Load at Balanced Condition

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Created Axial Load for Spiral Columns

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Created Axial Load for Tied Columns

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Created Axial Moment at Balanced Condition

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

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

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7 More Combined Bending and Compression Calculators

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Verified Compaction Production by Compaction Equipment

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Verified Compaction Production by Compaction Equipment when Efficiency Factor is Average

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Verified Compaction Production by Compaction Equipment when Efficiency Factor is Excellent

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Verified Compaction Production by Compaction Equipment when Efficiency Factor is Poor

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Verified Efficiency Factor when Compaction Production by Compaction Equipment is Given

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

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

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

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

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

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Verified Back Bearing in Whole Circle Bearing System

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Verified Fore Bearing in Whole Circle Bearing System

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Verified Included Angle from Two Lines

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

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

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Verified Magnetic Bearing if True Bearing with East Declination is Given

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Verified Magnetic Bearing if True Bearing with West Declination is Given

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Verified Magnetic Declination to East

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Verified Magnetic Declination to West

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Verified True Bearing if Declination is in East

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Verified True Bearing if Declination is in West

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1 More Compass Surveying Calculators

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Verified Allowable stress in the flanges

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10 More Composite construction Calculators

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Verified Allowable Compressive Stress Inclined to Grain

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Verified Pressure at AC

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Verified Pressure at BC

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

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

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Verified Duration of Rainfall when W-Index is Given

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

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

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

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

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Verified Precipitation when W-Index is Given

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Verified Rainfall for Catchment in East U.S.A

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Verified Rainfall for Catchment in Germany

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Verified Rainfall for Catchment in the British Isles

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Verified Rainfall in cm by Khosla's Formula

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Verified Rainfall in cm for Ghat Area

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Verified Rainfall in Inches by Khosla's Formula

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Verified Rainfall in Inches for Ghat Area

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Verified Rainfall Intensity when Runoff Coefficient is Given

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Verified Rainfall when Run-off is Given

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Verified Runoff Coefficient when Rainfall Intensity is Given

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Verified Run-off Coefficient when Run-off is Given

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

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Verified Run-off for Catchment in Germany

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Verified Run-off for Catchment in the British Isles

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Verified Run-off in cm by Khosla's Formula

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Verified Run-off in cm by Lacey's Formula

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

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Verified Run-off in cm for Ghat Area

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Verified Run-off in cm for Non Ghat Area

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Verified Run-off in Inches by Khosla's Formula

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Verified Run-off in Inches by Lacey's Formula

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

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Verified Run-off in Inches for Ghat Area

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Verified Run-off in Inches for Non Ghat Area

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Verified Run-off when Run-off Coefficient is Given

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Verified Runoff when W-Index is Given

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Verified W-Index when Duration of Rainfall is Given

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Verified W-Index when Runoff Coefficient is Given

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Verified Bed Slope when Discharge is Given

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Verified Conveyance of Channel Section

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Verified Conveyance of Section through Manning's Formula

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

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15 More Computation of Uniform Flow Calculators

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

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

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5 More Concrete Gravity Retaining Walls Calculators

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Verified Equation for Confidence Interval of the Variate bounded by x2

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Verified Equation for Confidence Interval of the Variate bounded by X2

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6 More Confidence Limits Calculators

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

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Created Area for siphon throat

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Created Coefficient of discharge when area for siphon throat is given

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Created Depth of flow over weir when flow diversion is given

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Created Discharge when area for siphon throat is given

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Created Flow diversion for side weir

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Created Head when area for siphon throat is given

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Created Length of weir when flow diversion is given

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Verified Critical Depth for Parabolic Channel

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Verified Critical Depth for Triangular Channel

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

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Verified Critical Depth when Critical Energy for Rectangular Channel is Given

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Verified Critical Energy for Parabolic Channel

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Verified Critical Energy for Rectangular Channel

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Verified Critical Section Factor

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Verified Discharge when Critical Depth for Parabolic Channel is Given

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Verified Discharge when Critical Section Factor is Given

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

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

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5 More Critical Flow And Its Computation Calculators

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

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

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

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

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

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

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

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

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Verified Velocity of Flow through Mannings Formulas in Culverts

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5 More Culverts on Subcritical Slopes Calculators

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Verified Deflection Angle when Length of Curve is Given

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Verified Length of Curve

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Verified Radius of Curve when Length is Given

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9 More Curves Calculators

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

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Verified Mean Velocity of Flow when Shear Velocity is Given

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Verified Shear Velocity

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30 More Darcy – Weisbach Equation Calculators

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

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

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

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

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

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Verified Shear Force when Total Force is Given

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Verified Shear Stress when Shear Force Resisting the Motion of Piston 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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Verified Vertical Upward Force on Piston

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23 More Dash - Pot Mechanism Calculators

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Verified Average Daily Consumption of Chlorine

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Verified Average Flow when Average Daily Consumption of Chlorine is Given

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

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Verified Capacity of the Chlorinator at Peak Flow

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Verified Dosage Used when Average Daily Consumption of Chlorine is Given

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

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Verified Number of Coliform Organisms at Any Initial Time

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Verified Number of Coliform Organisms at Any Particular Time

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

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

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Verified Total Chlorine Residual at Any Particular Time

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Verified Actual Solid Loading Rate of Circular Settling Tanks

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Verified Assumed Solid Loading Rate of Circular Settling Tanks

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

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

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

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Verified Maximum Solids Entering the Clarifier

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Verified Maximum Solids when Solid Loading Rate is Given

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

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Verified Peak Discharge in Circular Settling Tanks

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Verified Peak Discharge when Maximum Solids Entering the Clarifier is Given

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

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

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Verified Return Activated Sludge Flow Rate

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

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Verified Solids Processed when Actual Solid Loading Rate is Given

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Verified Surface Area of Circular Settling Tank

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Verified Surface Area when Solid Loading Rate is Given

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

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

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

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

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

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

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Created Conversion factor when theoretical oxygen requirement is given

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

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Created Effluent substrate concentration when net waste activated sludge is given

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

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Created Effluent substrate concentration when theoretical oxygen requirement is given

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Created Endogenous decay coefficient when observed cell yield is given

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

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Created F:M ratio

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Created Hydraulic Retention Time

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Created Hydraulic Retention Time When F:M Ratio is Given

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Created Hydraulic retention time when organic loading is given

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Created Influent substrate concentration when F:M ratio is given

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Created Influent Substrate Concentration When Net Waste Activated Sludge is Given

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Created Influent substrate concentration when organic loading is given

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

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

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Created Influent substrate concentration when theoretical oxygen requirement is given

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Created Mass of organisms wasted when theoretical oxygen requirement is given

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Created Maximum yield coefficient when observed cell yield is given

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

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Created Mean cell residence time when observed cell yield is given

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

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

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

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

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

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Created MLSS when RAS Pumping Rate from Aeration Tank is Given

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Created Net waste activated sludge

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Created Net waste activated sludge when theoretical oxygen requirement is given

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Created Observed cell yield

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Created Observed Cell Yield When Net Waste Activated Sludge is Given

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Created Organic loading

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Created Organic Loading Using Hydraulic Retention Time

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Created RAS Pumping Rate from Aeration Tank

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Created RAS Pumping Rate when Recirculation Ratio is Given

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Created Recirculation Ratio

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

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

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

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Created Theoretical oxygen requirements using the conversion factor

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

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

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Created Volume of Reactor when Hydraulic Retention Time is Given

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

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Created Volume of the Reactor

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Created Volume of the reactor when organic loading is given

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

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Created WAS pumping rate from aeration tank

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

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

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

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Created Wasting rate from return line

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

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Verified Area of Filter when Hydraulic Loading is Given

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Verified Area of Filter when Organic 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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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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Verified Depth of Actual Filter when Treatability Constant is Given

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Verified Depth of Filter when Treatability Constant is Given

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Verified Depth of Reference Filter when Treatability Constant is Given

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Verified Dosing Rate

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Verified Dosing Rate when Rotational Speed is Given

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Verified Empirical Constant when Treatability Constant is Given

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Verified Filter Length when Organic Loading is Given

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Verified Flowrate Applied to Filter Without Recirculation

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

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Verified Hydraulic Loading of the Filter

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

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

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Verified Organic Loading to the Trickling Filter

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

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Verified Rotational Speed of Distribution

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Verified Temperature Activity Coefficient when Treatability Constant is Given

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Verified Total Applied Hydraulic Loading Rate

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Verified Total Applied Hydraulic Loading Rate when Rotational Speed is Given

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Verified Treatability Constant Adjusted for Wastewater Temperature and Filter Depth

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

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

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

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

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Verified Volumetric Flow Rate when Area of Trickling Filter is Given

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Verified Volumetric Flowrate Applied Per Unit of Filter Area

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

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Verified Wastewater Temperature when Treatability Constant is Given

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Verified Bowl Radius when Centrifugal Acceleration Force is Given

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Verified Cake Density when Volume of Wet Cake is Given

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Verified Centrifugal Acceleration Force in Centrifuge

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Verified Dewatered Sludge or Cake Discharge Rate

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

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Verified Dry Cake Rate when Wet Cake Discharge Rate is Given

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

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

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Verified Percent Cake Solids when Percent Solids Recovery is Given

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Verified Percent Cake Solids when Wet Cake Discharge Rate is Given

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Verified Percent Centrate Solids when Percent Solids Recovery is Given

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Verified Percent Feed Solids when Percent Solids Recovery is Given

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Verified Percent Reduction in Sludge Volume

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Verified Percent Solids Recovery to Determine Solids Capture

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

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Verified Polymer Dosage when Polymer Feed Rate of Dry Polymer

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Verified Polymer Feed Rate of Dry Polymer

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Verified Rotational Speed of Centrifuge when Centrifugal Acceleration Force is Given

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Verified Sludge Feed Rate for Dewatering Facility

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Verified Sludge Feed Rate when Dewatered Sludge Discharge Rate is Given

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

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

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Verified Solids Recovery when Dewatered Sludge Discharge Rate is Given

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Verified Specific Gravity of Sludge when Weight Flow Rate is Given

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

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Verified Volume of Wet Cake

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Verified Weight Flow Rate of Sludge Feed

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Verified Wet Cake Discharge Rate

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Verified Wet Cake Rate when Volume of Wet Cake is Given

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

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Verified Air supply required in Grit Chamber

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

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Verified Chamber Length when Air supply required is Given

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Verified Chosen Air Supply when Air supply required is Given

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Verified Chosen Depth when Width of Grit Chamber is Given

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Verified Depth when Length of Grit Chamber is Given

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Verified Detention Time when Volume of Each Grit Chamber is Given

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Verified Length of Grit Chamber

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

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

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

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Verified Volume of Aerated Grit Chamber

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Verified Volume of Each Grit Chamber

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Verified volume when Length of Grit Chamber is Given

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Verified Width of Grit Chamber

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Verified Width when Length of Grit Chamber is Given

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Verified Density of air when Volume of Air Required is Given

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Verified Density of Water when Volume of Digested Sludge is Given

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

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

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Verified Influent Suspended Solids when Volume of Aerobic Digester is Given

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

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Verified Percent Solids when Volume of Digested Sludge is Given

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Verified Reaction Rate Constant when Volume of Aerobic Digester is Given

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Verified Solids Retention Time when Volume of Aerobic Digester is Given

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

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

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Verified Volume of Aerobic Digester

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Verified Volume of Air Required at Standard Conditions

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Verified Volume of Digested Sludge

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

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Verified Weight of Oxygen Required to Destroy the VSS

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

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Verified Weight of Sludge when Volume of Digested Sludge is Given

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Verified Weight of VSS when Weight of Oxygen Required is Given

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Verified BOD In when Percent Stabilization is Given

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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 Cross-section Area of Tank when Flow Velocity 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 Detention Time for a Circular Tank

Go

Verified Detention Time for a Rectangular Tank

Go

Verified Detention Time when Discharge is Given

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

Go

Verified Height of Tank when Flow Velocity is Given

Go

Verified Height to Length Ratio when Settling Velocity is Given

Go

Verified Length of Tank when Detention Time is Given

Go

Verified Length of Tank when Flow Velocity is Given

Go

Verified Length of Tank when Overflow Rate is Given

Go

Verified Length of Tank when Settling Velocity is Given

Go

Verified Length of Tank when Settling Velocity of Particular Sized Particle is Given

Go

Verified Length to Depth Ratio when Settling Velocity is Given

Go

Verified Overflow Rate when Discharge is Given

Go

Verified Plan Area when Settling Velocity is Given

Go

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

Go

Verified Rate of Flow when Detention Time is Given

Go

Verified Settling Velocity of Particular Sized Particle

Go

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

Go

Verified Settling Velocity when Discharge is Given

Go

Verified Settling Velocity when Height to Length Ratio is Given

Go

Verified Settling Velocity when Length of Tank is Given

Go

Verified Settling Velocity when Length to Depth Ratio is Given

Go

Verified Settling Velocity when Plan Area is Given

Go

Verified Volume of Tank when Detention Time is Given

Go

Verified Width of Tank when Detention Time is Given

Go

Verified Width of Tank when Settling Velocity of Particular Sized Particle is Given

Go

Verified Width of the Tank when Flow Velocity is Given

Go

Verified Width of the Tank when Height to Length Ratio is Given

Go

Verified Width of the Tank when Overflow Rate is Given

Go

Verified Width of the Tank when Settling Velocity is Given

Go

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

Go

21 More Design of Screw and Nut Calculators

Go

Verified Depth of Drains for Drains upto 15 Cumecs

Go

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

Go

Created Area when hydraulic loading is given

Go

Created BOD Loading for First Stage Filter

Go

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

Go

Created BOD Loading for Second Stage Filter

Go

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

Go

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

Go

Created Efficiency of First Filter Stage

Go

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

Go

Created Efficiency of first filter stage when overall efficiency is given

Go

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

Go

Created Efficiency of second filter stage

Go

Created Efficiency of second filter stage when overall efficiency is given

Go

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

Go

Created Hydraulic loading to each filter

Go

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

Go

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

Go

Created Overall Efficiency of Two Stage Trickling Filter

Go

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

Go

Created Recirculation factor

Go

Created Recirculation Factor when Efficiency of First Filter Stage is Given

Go

Created Recirculation factor when efficiency of second filter stage is given

Go

Created Recirculation flow when recirculation ratio is given

Go

Created Recirculation ratio

Go

Created Recirculation ratio when hydraulic loading is given

Go

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

Go

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

Go

Created Wastewater Flow when BOD Loading for First Stage is Given

Go

Created Wastewater flow when hydraulic loading is given

Go

Created Wastewater flow when recirculation ratio is given

Go

Verified Constant Factor for Inter Censal Period

Go

Verified Constant Factor for Post Censal Period

Go

Verified Constant Factor when Population at Last Census is Given

Go

Verified Earlier Census Date for Geometric Increase Method

Go

Verified Earlier Census Date for Inter Censal Period

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 for Geometric Increase Method Post Censal

Go

Verified Last Census Date for Post Censal Period

Go

Verified Last Census Date when Constant Factor is Given

Go

Verified Last Census Date when Proportionality Factor is Given

Go

Verified Mid Year Census Date for Geometric Increase Method

Go

Verified Mid Year Census Date for Geometric Increase Method Post Censal

Go

Verified Mid Year Census Date for Inter Censal Period

Go

Verified Mid Year Census Date for Post Censal Period

Go

Verified Population at Earlier Census

Go

Verified Population at Earlier Census for Geometric Increase Method

Go

Verified Population at Earlier Census for Inter Censal Period

Go

Verified Population at Earlier Census when Proportionality Factor is Given

Go

Verified Population at Last Census

Go

Verified Population at Last Census for Geometric Increase Method Post Censal

Go

Verified Population at Last Census for Post Censal Period

Go

Verified Population at Last Census when Proportionality Factor is Given

Go

Verified Population at Mid Year

Go

Verified Population at Mid Year for Geometric Increase Method

Go

Verified Population at Mid Year for Geometric Increase Method Post Censal

Go

Verified Population at Mid Year for Post Censal Period

Go

Verified Proportionality Factor for Geometric Increase Method

Go

Verified Proportionality Factor for Geometric Increase Method Post Censal

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 Maximum Rate of Effluent Application of Leaching Surface

Go

Verified Maximum Rate of Effluent Application of Leaching Surface by BIS

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

6 More Disposing of storm water Calculators

Go

Created Actual DO

Go

Created Critical oxygen deficit

Go

Created Critical oxygen deficit in first stage equation

Go

Created Critical oxygen deficit when self purification constant is given

Go

Created Critical time

Go

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

Go

Created Critical time in terms of self purification factor

Go

Created Critical time when critical oxygen deficit is given

Go

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

Go

Created Critical time when self purification constant is given

Go

Created Deoxygenation coefficient when self purification constant is given

Go

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

Go

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

Go

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

Go

Created DO deficit using Streeter-Phelps equation

Go

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

Go

Created Initial oxygen deficit in first stage equation

Go

Created Log value of critical oxygen deficit

Go

Created Mixing concentration

Go

Created Oxygen deficit

Go

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

Go

Created Oxygen equivalent in first stage equation

Go

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

Go

Created Oxygen equivalent when critical oxygen deficit is given

Go

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

Go

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

Go

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

Go

Created Reoxygenation coefficient

Go

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

Go

Created Reoxygenation coefficient at T°C

Go

Created Reoxygenation coefficient when critical oxygen deficit is given

Go

Created Reoxygenation coefficient when self purification constant is given

Go

Created River stream concentration

Go

Created River stream flow rate

Go

Created Saturation DO

Go

Created self purification constant

Go

Created Self purification constant when critical oxygen deficit is given

Go

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

Go

Created Sewage concentration

Go

Created Sewage flow rate

Go

Created Stream depth when reoxygenation coefficient is given

Go

Created Stream velocity when reoxygenation coefficient is given

Go

Created Temperature when reoxygenation coefficient at T°C is given

Go

Verified Compacted volume of Soil After Excavation of Soil

Go

Verified Load Factor when Original Volume of Soil is Given

Go

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

Go

Verified Loaded Volume of Soil when Percent Swell is Given

Go

Verified Original Volume of Soil Before Excavation

Go

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

Go

Verified Swell in Soil when Original Volume of Soil is Given

Go

2 More Earth Quantities Hauled Calculators

Go

Verified Area when Hydraulic Loading Rate per Unit Area is Given

Go

Verified BOD of the Effluent Getting Out of the Filter

Go

Verified BOD of the Influent Entering the Filter

Go

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

Go

Verified Discharge when Hydraulic Loading Rate per Unit Area is Given

Go

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

Go

Verified Hydraulic Loading Rate when Discharge is Given

Go

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

Go

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

Go

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

Go

Verified Barometric Pressure when Group Refractive Index is Given

Go

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

Go

Verified Corrected Slope Distance for Refractive Index

Go

Verified Essen and Froome Formula for Group Refractive Index

Go

Verified Group Refractive Index at Standard Conditions

Go

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

Go

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

Go

Verified Overall Standard Error

Go

Verified Partial Pressure of Water Vapour

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 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 Area of Cross-section when Central Angle is Given

Go

Verified Area of Cross-section when Discharge is Given

Go

Verified Area of Cross-section when Proportionate Area is Given

Go

Verified Area of Cross-section while Running Full when Proportionate 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 Central Angle when Proportionate Perimeter is Given

Go

Verified Central Angle when Wetted Perimeter is Given

Go

Verified Depth of Partial Flow when Proportionate Depth 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 Diameter of the pipe when Proportionate Depth is Given

Go

Verified Diameter of the pipe when Wetted Perimeter is Given

Go

Verified Discharge when Pipe is Running Full

Go

Verified Discharge when Pipe is Running 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 when Central Angle is Given

Go

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

Go

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

Go

Verified Hydraulic Mean Depth while Running Full when Proportionate Velocity 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 Proportionate Area when Area of Cross-section is Given

Go

Verified Proportionate Area when Central Angle is Given

Go

Verified Proportionate Depth when Central Angle is Given

Go

Verified Proportionate Depth when Diameter of the pipe is Given

Go

Verified Proportionate Discharge when Area of Cross-section is Given

Go

Verified Proportionate Discharge when Central Angle is Given

Go

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

Go

Verified Proportionate Hydraulic Mean Depth when Central Angle is Given

Go

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

Go

Verified Proportionate Perimeter when Central Angle is Given

Go

Verified Proportionate Perimeter when Wetted Perimeter is Given

Go

Verified Proportionate Velocity when Central Angle is Given

Go

Verified Proportionate Velocity when Roughness Coefficient does not Vary with Depth

Go

Verified Proportionate Velocity when Roughness Coefficient is Given

Go

Verified Proportionate Velocity when Velocity while Running Partially Full is Given

Go

Verified Roughness Coefficient while Running Full when Proportionate Velocity is Given

Go

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

Go

Verified Velocity while Running Full when Discharge is Given

Go

Verified Velocity while Running Full when Proportionate Discharge is Given

Go

Verified Velocity while Running 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 Wetted Perimeter when Central Angle is Given

Go

Verified Wetted Perimeter when Proportionate Perimeter is Given

Go

Verified Wetted Perimeter while Running Full when Proportionate Perimeter is Given

Go

Verified Efficiency of Single Stage High Rate Trickling Filter

Go

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

Go

Verified Filter Volume when Efficiency of Filter is Given

Go

Verified Filter Volume when Unit Organic Loading on Filter is Given

Go

Verified Filter Volume when Volume of Raw Sewage is Given

Go

Verified Final Efficiency After Two Stage Filtration

Go

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

Go

Verified Recirculation Factor for the Second Stage Filter

Go

Verified Recirculation Factor when Efficiency of Filter is Given

Go

Verified Recirculation Factor when Recirculation ratio is Given

Go

Verified Recirculation Factor when Unit Organic Loading on Filter is Given

Go

Verified Recirculation Factor when Volume of Raw Sewage is Given

Go

Verified Recirculation Ratio when Volume of Raw Sewage is Given

Go

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

Go

Verified Total Organic Load when Efficiency of Filter is Given

Go

Verified Total Organic Load when Volume of Raw Sewage is Given

Go

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

Go

Verified Unit Organic Loading on Filter

Go

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

Go

Verified Unit Organic Loading when Efficiency of Filter is Given

Go

Verified Volume of Raw Sewage when Recirculation ratio is Given

Go

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

Go

Verified Volume of Recirculated Sewage when Recirculation ratio is Given

Go

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

Go

Verified Volume of Second Stage Filter

Go

Verified Diameter of Circular Section

Go

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

Go

Verified Distance Measured

Go

Verified Time to Complete the Path when Distance is Given

Go

Verified Velocity in the Medium when Distance is Given

Go

Verified 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

4 More Element Strength Calculators

Go

Verified Length of Culvert when Velocity of Flow Fields is Given

Go

5 More Entrance and Exit Submerged Calculators

Go

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

Go

Verified Average Daily Flow when Maximum Hourly Flow is Given

Go

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

Go

Verified Average Daily Flow when Minimum Hourly Flow is Given

Go

Verified Average Daily Sewage Flow when Peak Sewage Flow is Given

Go

Verified Maximum Daily Flow for Areas of Moderate Sizes

Go

Verified Maximum Daily Flow when Maximum Hourly Flow is Given

Go

Verified Maximum Hourly Flow when Average Daily Flow is Given

Go

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

Go

Verified Minimum Daily Flow for Areas of Moderate Sizes

Go

Verified Minimum Daily Flow when Minimum Hourly Flow is Given

Go

Verified Minimum Hourly Flow when Average Daily Flow is Given

Go

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

Go

Verified Peak Sewage Flow when Population in Thousands is Given

Go

Verified Population in Thousands when Peak Sewage Flow is Given

Go

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

Go

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

Go

Verified Catchment Area when Peak Rate of Runoff from Ryve's Formula is Given

Go

Verified Catchment Area when Peak Rate of Runoff is Given

Go

Verified Catchment Area when Peak Rate of Runoff is Given

Go

Verified Channel Flow Time Or Gutter Flow Time

Go

Verified Channel Flow Time when Total Time of Concentration is Given

Go

Verified Coefficient of Runoff when Peak Rate of Runoff is Given

Go

Verified Critical Rainfall Intensity when Peak Rate of Runoff is Given

Go

Verified Drainage Area when Peak Rate of Runoff is Given

Go

Verified Factors Dependent Constant when Peak Rate of Runoff from Ryve's Formula is Given

Go

Verified Factors Dependent Constant when Peak Rate of Runoff is Given

Go

Verified Inlet Time Or Time of Equilibrium

Go

Verified Inlet Time when Total Time of Concentration is Given

Go

Verified Intensity of Rain for Intensity Duration Curve

Go

Verified Intensity of Rain when Time Varying Between 20 to 100 Minutes

Go

Verified Intensity of Rain when Time Varying Between 5 to 20 Minutes

Go

Verified Length of Overland Flow when Inlet Time is Given

Go

Verified Length of the Drain when Channel Flow Time is Given

Go

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

Go

Verified Maximum Rainfall Intensity when Peak Rate of Runoff is Given

Go

Verified Peak Rate of Runoff from Burkli-Ziegler Formula

Go

Verified Peak Rate of Runoff from Dicken's Formula

Go

Verified Peak Rate of Runoff from Dredge Formula

Go

Verified Peak Rate of Runoff from Inglis Formula

Go

Verified Peak Rate of Runoff from Inglis Formula Approximate

Go

Verified Peak Rate of Runoff from Nawab Jung Bahadur Formula

Go

Verified Peak Rate of Runoff from Ryve's Formula

Go

Verified Peak Rate of Runoff in Rational Formula

Go

Verified Rainfall Intensity for Localities where Rainfall is Frequent

Go

Verified Rainfall Intensity for Rain having Frequency of 1 Years

Go

Verified Rainfall Intensity for Rain having Frequency of 10 Years

Go

Verified Rainfall Intensity for Storms having Frequency of 10 Years

Go

Verified Rainfall Intensity for Storms having Frequency of 15 Years

Go

Verified Runoff Coefficient when Peak Rate of Runoff is Given

Go

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

Go

Verified Time in Minutes when Intensity of Rain is Given

Go

Verified Time Varying Between 20 to 100 Minutes when Intensity of Rain is Given

Go

Verified Time when Intensity of Rain is Given

Go

Verified Time when Rainfall Intensity for Localities where Rainfall is Frequent is Given

Go

Verified Time when Rainfall Intensity for Rain having Frequency of 1 Years is Given

Go

Verified Time when Rainfall Intensity for Rain having Frequency of 10 Years is Given

Go

Verified Time when Rainfall Intensity for Storms having Frequency of 10 Years is Given

Go

Verified Time when Rainfall Intensity for Storms having Frequency of 15 Years is Given

Go

Verified Total Fall of Level from Critical Point to Mouth of Drain when Inlet Time is Given

Go

Verified Total Time of Concentration

Go

Verified Velocity in the Drain when Channel Flow Time is Given

Go

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

Go

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

Go

Verified Catchment Area when Flood Discharge is Given

Go

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

Go

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

Go

Verified Flood Index when Flood Discharge 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

Verified Duration of Fire when Quantity of Water is Given

Go

Verified Number of Simultaneous Fire Stream

Go

Verified Period of Occurence of Fire when Quantity of Water is Given

Go

Verified Population when Number of Simultaneous Fire Stream is Given

Go

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

Go

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

Go

Verified Population when Quantity of Water by Government of India Manual

Go

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

Go

Verified Quantity of Water by Buston's Formula

Go

Verified Quantity of Water by Freeman's Formula

Go

Verified Quantity of Water by Kuichling's Formula

Go

Verified Quantity of Water by National Board of Fire Underwriters

Go

Verified Quantity of Water when Duration of Fire 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 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 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 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 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 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 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 Formulas for Earthmoving Calculators

Go

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

Go

10 More Foundation Stability Analysis Calculators

Go

Verified Wetted Perimeter when Hydraulic Mean Depth is Given

Go

5 More Geometrical Properties of Channel Section Calculators

Go

Verified Area of Section when Energy Gradient is Given

Go

Verified Area of Section when Total Energy is Given

Go

Verified Bed Slope when Energy Slope of Rectangular channel is Given

Go

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

Go

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

Go

Verified Bottom Slope of channel when Energy Gradient is Given

Go

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

Go

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

Go

Verified Depth of Flow when Total Energy is Given

Go

Verified Discharge when Energy Gradient is Given

Go

Verified Discharge when Froude Number is Given

Go

Verified Discharge when Total Energy is Given

Go

Verified Energy Gradient when bed slope is given

Go

Verified Energy Gradient when slope is given

Go

Verified Energy Slope of channel when Energy Gradient is Given

Go

Verified Energy Slope of Rectangular channel

Go

Verified Energy Slope of Rectangular channel through Chezy formula

Go

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

Go

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

Go

Verified Froude Number with top width given

Go

Verified Normal Depth when Energy Slope of Rectangular channel is Given

Go

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

Go

Verified Slope of Dynamic Equation of Gradually Varied Flows

Go

Verified Top Width when Energy Gradient is Given

Go

Verified Top Width when Froude Number is Given

Go

3 More Gradually Varied Flow Calculators

Go

Verified Acceleration Due to Gravity when Critical Depth in the Control Section is Given

Go

Verified Acceleration Due to Gravity when Critical Energy is Given

Go

Verified Acceleration Due to Gravity when Depth of Section is Given

Go

Verified Acceleration Due to Gravity when Head Loss is Given

Go

Verified Acceleration Due to Gravity when Maximum Critical Scour Velocity is Given

Go

Verified Acceleration Due to Gravity when Minimum Critical Scour Velocity is Given

Go

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

Go

Verified Constant of Integration when Discharge is Given

Go

Verified Constant when Discharge for Rectangular Channel Section 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

Verified Critical Energy when Acceleration Due to Gravity 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 Critical Energy is Given

Go

Verified Critical velocity when Total Energy at Critical Point is Given

Go

Verified Depth of Flow in Upstream Leg of Flume at One Third Point when Discharge is Given

Go

Verified Depth of Parshall Flume when Discharge Coefficient is 1.5

Go

Verified Depth of Parshall Flume when Discharge is Given

Go

Verified Depth of Parshall Flume when Width is Given

Go

Verified Depth when Critical Velocity is Given

Go

Verified Depth when Discharge for Rectangular Channel Section is given

Go

Verified Diameter of Particle when Maximum Critical Scour Velocity is Given

Go

Verified Diameter of Particle when Minimum Critical Scour Velocity 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

Go

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

Go

Verified Discharge Through the Control Section

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 Head Loss when Critical Velocity is Given

Go

Verified Head Loss when Total Energy at Critical Point is Given

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 Integration Constant when Depth is Given

Go

Verified Integration Constant when Depth of Parshall Flume is Given

Go

Verified Maximum Critical Scour Velocity

Go

Verified Minimum Critical Scour Velocity

Go

Verified Specific Gravity when Maximum Critical Scour Velocity is Given

Go

Verified Specific Gravity when Minimum Critical Scour Velocity is Given

Go

Verified Total Critical Energy

Go

Verified Total Energy at Critical Point

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 Width of Parshall Flume when Depth is Given

Go

Verified Width of Parshall Flume when Depth of Parshall Flume is Given

Go

Verified Width of the Throat when Discharge is Given

Go

Verified Width of Throat when Discharge Through the Control Section is Given

Go

15 More Grit Chambers or Grit Channels Calculators

Go

Verified Apparent Velocity of Seepage

Go

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

Go

Verified Coefficient of Permeability when Apparent Velocity of Seepage is Given

Go

Verified Hydraulic Gradient when Apparent Velocity of Seepage is Given

Go

Verified Reynolds Number of Value Unity

Go

20 More Groundwater Hydrology Calculators

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 Acceleration Due to Gravity when Self Cleansing Velocity is Given

Go

Verified Angle of Inclination when Drag Force is Given

Go

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

Go

Verified Bed Slope of the Channel when Drag Force is Given

Go

Verified Bed Slope of the Sewer when Flow Velocity by Manning's Formula is Given

Go

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

Go

Verified Bed Slope of the Sewer when Flow Velocity by William Hazen's Formula is Given

Go

Verified Chezy's Constant by Bazin's Formula

Go

Verified Chezy's Constant by Kutter's Formula

Go

Verified Chezy's Constant when Friction Factor is Given

Go

Verified Chezy's Constant when Self Cleansing Velocity is Given

Go

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

Go

Verified Cross sectional Area of Flow when Hydraulic Mean Radius of Channel is Given

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 Dimension Less Constant when Friction Factor is Given

Go

Verified Dimension Less Constant when Rugosity Coefficient is Given

Go

Verified Dimension Less Constant when Self Cleansing velocity is Given

Go

Verified Drag Force Exerted by Flowing Water

Go

Verified Drag Force or Intensity of Tractive force

Go

Verified Flow Velocity by Crimp and Burge's Formula

Go

Verified Flow Velocity by Manning's Formula

Go

Verified Flow Velocity by William Hazen's Formula

Go

Verified Friction Factor when Self Cleansing velocity is Given

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Verified Hydraulic Mean Depth when Flow Velocity by Manning's Formula is Given

Go

Verified Hydraulic Mean Depth when Flow Velocity by William Hazen's Formula is Given

Go

Verified Hydraulic Mean Depth when Self Cleaning Invert Slope is Given

Go

Verified Hydraulic Mean Depth when Self Cleansing velocity is Given

Go

Verified Hydraulic Mean Radius of Channel

Go

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

Go

Verified Pipe coefficient when Flow Velocity by William Hazen's Formula is Given

Go

Verified Rugosity Coefficient when Drag Force is Given

Go

Verified Rugosity Coefficient when Flow Velocity by Manning's Formula is Given

Go

Verified Rugosity Coefficient when Self Cleansing velocity is Given

Go

Verified Self Cleaning Invert Slope

Go

Verified Self Cleansing Velocity

Go

Verified Self Cleansing Velocity when Friction Factor is Given

Go

Verified Self Cleansing Velocity when Rugosity Coefficient is Given

Go

Verified Specific Gravity of the Sediment when Drag Force is Given

Go

Verified Specific Gravity of the Sediment when Friction Factor is Given

Go

Verified Specific Gravity of the Sediment when Self Cleaning Invert Slope is Given

Go

Verified Specific Gravity of the Sediment when Self Cleansing velocity is Given

Go

Verified Specific Gravity of the Sediment when Self Cleansing velocity 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 Unit weight of Water when Hydraulic Mean Depth 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 Conjugate Depth y1 when Critical Depth is Given

Go

Verified Conjugate Depth y1 when Froude Number Fr2 is Given

Go

Verified Conjugate Depth y2 when Critical Depth is Given

Go

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

Go

Verified Energy loss in Hydraulic Jump when Mean Velocities are Given

Go

6 More Hydraulic Jump in Rectangular Channel Calculators

Go

Verified Dry Unit Weight of Soil when Relative Density is Given

Go

Verified Maximum Unit Weight of Soil when Relative Density is Given

Go

Verified Maximum Void Ratio of Soil when Relative Density is Given

Go

Verified Minimum Unit Weight of Soil when Relative Density is Given

Go

Verified Minimum Void Ratio of Soil when Relative Density is Given

Go

Verified Natural Void Ratio of Soil when Relative Density is Given

Go

Verified Relative Density of Cohesionless Soil in terms of Unit Weight of Soil

Go

Verified Relative Density of Cohesionless Soil in terms of Void Ratio

Go

Verified Bed Slope when Normal Depth of wide Rectangular Channel through Chezy Formula is Given

Go

Verified Chezy Constant when Energy Slope through Chezy Formula is Given

Go

Verified Chezy Constant when Normal Depth of wide Rectangular Channel through Chezy Formula is Given

Go

Verified Critical Depth when Normal Depth of wide Rectangular Channel through Chezy Formula is Given

Go

Verified Energy Slope through Chezy Formula

Go

Verified Hydraulic Radius when Energy Slope through Chezy Formula is Given

Go

Verified Hydraulic Radius when Energy Slope through Manning's Formula is Given

Go

Verified Mean Velocity when Energy Slope through Chezy Formula is Given

Go

Verified Mean Velocity when Energy Slope through Manning's Formula is Given

Go

Verified Normal Depth of wide Rectangular Channel through Chezy Formula

Go

Verified Roughness Coefficient when Energy Slope through Manning's Formula is Given

Go

1 More Integration of the Varied Flow Equation Calculators

Go

Verified Angle of Internal Friction for a Soil

Go

Verified Coefficient of Internal Friction for Soil

Go

Verified Normal Force on Given Plane in Cohesionless Soil

Go

Verified Shearing Force on Plane when Sliding on Plane is Impending

Go

Verified Distance Between Plates when Flow Velocity with No Pressure Gradient is Given

Go

Verified Dynamic Viscosity when Flow Velocity is Given

Go

Verified Flow Velocity of section

Go

Verified Mean Velocity of Flow when Flow Velocity with No Pressure Gradient is Given

Go

8 More Laminar Flow Between Parallel Flat Plates—One Plate Moving And Other At Rest—Couette Flow Calculators

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

Verified Mean Velocity of Flow when Maximum Velocity is Given

Go

Verified Mean Velocity of Flow when Pressure Gradient is Given

Go

Verified Pressure Gradient when Discharge is Given

Go

Verified Pressure Gradient when Mean Velocity of Flows is Given

Go

Verified Velocity Distribution Profile

Go

32 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators

Go

Verified Piezometric Gradient when Flow Velocity of Stream is Given

Go

Verified Radius of Elemental Section of Pipe when Flow Velocity of Stream is Given

Go

Verified Radius of Pipe when Flow Velocity of Stream is Given

Go

Verified Specific Weight of Liquid when Flow Velocity of Stream is Given

Go

11 More Laminar Flow Through Inclined Pipes Calculators

Go

Verified Angle of Internal Friction of Soil when Coefficient of Active Pressure is Given

Go

Verified Angle of Internal Friction of Soil when Coefficient of Passive Pressure is Given

Go

Verified Coefficient of Active Pressure when Angle of Internal Friction of Soil is Given

Go

Verified Coefficient of Active Pressure when Total Thrust from the Soil for Level Surface is Given

Go

Verified Coefficient of Passive Pressure when Angle of Internal Friction of Soil is Given

Go

Verified Coefficient of Passive Pressure when Thrust of the Soil that are Completely Restrained is Given

Go

Verified Height of Wall when Thrust of Soil that are Completely Restrained and Surface is Level is Given

Go

Verified Total Height of Wall when Total Thrust from the Soil for Level Surface Behind the Wall is Given

Go

Verified Total Height of Wall when Total Thrust from the Soil that are Completely Restrained is Given

Go

Verified Total Height of Wall when Total Thrust from the Soil that are Free to Move is Given

Go

Verified Total Thrust from the Soil that are Completely Restrained

Go

Verified Total Thrust from the Soil that are Completely Restrained and Surface is Level

Go

Verified Total Thrust from the Soil that are Free to Move

Go

Verified Total Thrust from the Soil when the Surface Behind the Wall is Level

Go

Verified Unit Weight of Soil when Thrust of Soil that are Completely Restrained and Surface is Level is Given

Go

Verified Unit Weight of Soil when Total Thrust from the Soil for Level Surface Behind the Wall is Given

Go

Verified Unit Weight of Soil when Total Thrust from the Soil that are Completely Restrained is Given

Go

Verified Unit Weight of Soil when Total Thrust from the Soil that are Free to Move is Given

Go

Verified Coefficient of Passive Pressure when Thrust of Soil are Free to Move only a Small Amount is Given

Go

Verified Cohesion of soil when Total Thrust from the Soil that are Free to Move is Given

Go

Verified Cohesion of soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given

Go

Verified Height of Wall when Total Thrust of the Soil that are Free to Move only a Small Amount is Given

Go

Verified Total Thrust from the Soil that are Free to Move a Considerable Amount

Go

Verified Total Thrust from the Soil that are Free to Move only a Small Amount

Go

Verified Total Thrust from the Soil with Small Angles of Internal Friction

Go

Verified Unit Weight of Soil when Total Thrust from the Soil with Small Angles of Internal Friction is Given

Go

Verified Unit Weight of Soil when Total Thrust of the Soil that are Free to Move only a Small Amount is Given

Go

Verified Unit Weight of the Soil when Total Thrust from the Soil that are Free to Move is Given

Go

Verified Angle of Dip

Go

Verified Back Sight when Height of Instrument is Given

Go

Verified Combined Error Due to Curvature and Refraction

Go

Verified Correction on Refraction Error

Go

Verified Difference in Elevation Between Ground Points

Go

Verified Difference in Elevation Between Two Points using Barometric Levelling

Go

Verified Distance Between Two points

Go

Verified Distance When Height of Observer is Given

Go

Verified Distance when the Error Given is Very Small

Go

Verified Error Due to Curvature Effect

Go

Verified Error Due to Curvature when Distance is in km

Go

Verified Height of Instrument

Go

Verified Height of Observer

Go

Verified Permissible Closing Error for Accurate Levelling

Go

Verified Permissible Closing Error for Ordinary Levelling

Go

Verified Permissible Closing Error for Precise Levelling

Go

Verified Permissible Closing Error for Rough Levelling

Go

Verified Reduced Level if Height of Instrument is Given

Go

Verified Constant Acceleration when Net Force Acting in Vertical Upward Direction of Tank is Given

Go

11 More Liquid Containers Subjected To Constant Vertical Acceleration Calculators

Go

Verified Beam Buckling Factor 1

Go

Verified Beam Buckling Factor 2

Go

Verified Limiting Buckling Moment

Go

Verified Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for I and Channel Sections

Go

Verified Limiting Laterally Unbraced Length for Full Plastic Bending Capacity for Solid Bar and Box Beams

Go

Verified Limiting Laterally Unbraced Length for Inelastic Lateral Buckling

Go

Verified Maximum Laterally Unbraced Length for Plastic Analysis

Go

Verified Maximum Laterally Unbraced Length for Plastic Analysis in Solid Bars and Box Beams

Go

Verified Plastic Moment

Go

Verified Specified Minimum Yield Stress for Web if Lr is Given

Go

3 More Load and Resistance Factor Design for Building Beams Calculators

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 Shear Capacity if Web Slenderness is between α and 1.25α

Go

Verified Shear Capacity if Web Slenderness is greater than 1.25α

Go

Verified Shear Capacity if Web Slenderness is Less Than α

Go

Created 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given

Go

Created Axial Capacity of Wall

Go

Created Wall Section Gross Area when Axial Capacity of Wall is Given

Go

Verified Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges

Go

Verified Plastic Section Modulus for Compact Section for LFD when Maximum Bending Moment is Given

Go

Verified Section Modulus for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given

Go

Verified Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given

Go

Verified Ultimate Moment Capacity for Symmetrical Flexural Sections for LFD of Bridges

Go

27 More Load Factor Design for Bridge Beams Calculators

Go

Verified Adjusted Coefficient of Skew

Go

Verified Coefficient of Skew of Variate Z when Adjusted Coefficient of Skew is Given

Go

Verified Equation for Base Series of Z Variates

Go

Verified Equation for Z Series for any Recurrence Interval

Go

Verified Frequency Factor when Z series for Recurrence Interval is Given

Go

Verified Mean Series of Z Variates when Z series for Recurrence Interval is Given

Go

Verified Sample Size when Adjusted Coefficient of Skew is Given

Go

1 More Log-Pearson Type III Distribution Calculators

Go

Created Actual Tension when Sag Correction of Unsupported Tape is Given

Go

Verified Actual Tension when Tension Correction to Measured Length is Given

Go

Verified Measured Length when Correction to be Subtracted from Slope Distance is Given

Go

Created Sag Correction of Unsupported Tape

Go

Created Tape Weight when Sag Correction of Unsupported Tape is Given

Go

Created Unsupported Length when Sag Correction of Unsupported Tape is Given

Go

9 More Measurement of Distance with Tapes Calculators

Go

Verified Capillary Suction when Infiltration Capacity is Given

Go

Verified Darcy's Hydraulic Conductivity when Infiltration Capacity is Given

Go

Verified Darcy's Hydraulic Conductivity when Infiltration Capacity is Given from Green-Ampt Equation

Go

Verified Green-Ampt Equation

Go

Verified Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given

Go

Verified Kostiakov Equation

Go

Verified Porosity of the Soil when Infiltration Capacity is Given from Green-Ampt Equation

Go

7 More Measurement of Infiltration Calculators

Go

Verified Coefficient of Discharge through Flume when Discharge flow through Channel is Given

Go

Verified Coefficient of Discharge through Flume when Discharge flow through Rectangular Channel is Given

Go

Verified Depth of Flow when Discharge through a Critical Depth Flume is Given

Go

Verified Discharge Coefficient when Discharge through a Critical Depth Flume is Given

Go

Verified Discharge flow through Rectangular Channel

Go

Verified Discharge through a Critical Depth Flume

Go

Verified Head at Entrance of Section when Discharge flow through Channel is Given

Go

Verified Head at Entrance when Discharge through Channel is Given

Go

Verified Width of Throat when Discharge through a Critical Depth Flume is Given

Go

1 More Metering Flumes Calculators

Go

Verified Discharge when Specific Force is Given

Go

Verified Specific Force

Go

Verified Specific Force when Top Width is Given

Go

Verified Top Width when Specific Force is Given

Go

Verified Vertical Depth of Centroid of Area when Specific Force is Given

Go

1 More Momentum in Open-Channel Flow-Specific Force Calculators

Go

Verified Second Moment of the Instantaneous Unit Hydrograph (IUH) about the Origin

Go

12 More Nash's Conceptual Model Calculators

Go

Verified Absolute Velocity of Surges when Depth of flow is Given

Go

Verified Celerity of the Wave when Absolute Velocity of Surges is Given

Go

Verified Depth of flow when Absolute Velocity of Surges is Given

Go

4 More Negative Surges Calculators

Go

Created Barometric pressure when sound pressure is given

Go

Created Density of air when sound intensity is given

Go

Created Distance between source and barrier when noise reduction in decibels is given

Go

Created Frequency when period of wave is given

Go

Created Frequency when wavelength of wave is given

Go

Created Height of barrier wall when noise reduction in decibels is given

Go

Created Noise reduction in decibels

Go

Created Period of wave

Go

Created Power of sound wave when sound intensity is given

Go

Created Pressure at any time when root mean square pressure is given

Go

Created Root mean square pressure

Go

Created Root mean square pressure when sound intensity is given

Go

Created Root mean square pressure when sound pressure level is given

Go

Created Sound intensity

Go

Created Sound intensity level

Go

Created Sound intensity when sound intensity level is given

Go

Created Sound intensity with respect to sound pressure

Go

Created Sound level in bels

Go

Created Sound level in decibels

Go

Created Sound pressure

Go

Created Sound pressure level in decibels in terms of root mean square pressure

Go

Created Sound pressure when sound level in bels is given

Go

Created Sound pressure when sound level in decibels is given

Go

Created Speed of sound

Go

Created Standard sound pressure when sound level in bels is given

Go

Created Standard sound pressure when sound level in decibels is given

Go

Created Temperature in Kelvin when speed of sound is given

Go

Created Total atmospheric pressure when sound pressure is given

Go

Created Unit area when the sound intensity is given

Go

Created Velocity of sound wave when sound intensity is given

Go

Created Velocity when wavelength of wave is given

Go

Created wavelength of sound when noise reduction in decibels is given

Go

Created Wavelength of wave

Go

Verified Conveyance of the Channel when Discharge in Non-Uniform Flow is Given

Go

Verified Slope of Energy when Discharge in Non-Uniform Flow is Given

Go

13 More Non-Uniform Flow Calculators

Go

Verified Reduction Factor when Number of Connectors in Bridges is Given

Go

Verified Reinforcing Steel Yield Strength when Force in Slab at Maximum Negative Moments is Given

Go

16 More Number of Connectors in Bridges Calculators

Go

Verified BOD5 when Oxygen Required in Aeration Tank is Given

Go

Verified BOD5 when Ratio of BOD to Ultimate BOD is 0.68

Go

Verified BOD5 when Ratio of BOD to Ultimate BOD is Given

Go

Verified Correction Factor when Difference between Saturation D.O and Operation D.O is Given

Go

Verified Correction Factor when Oxygen Transfer Capacity is Given

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 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

Verified Influent BOD when Oxygen Demand and Ultimate BOD Both is Given

Go

Verified Influent BOD when Oxygen Demand of Biomass is Given

Go

Verified Influent BOD when Oxygen Required in Aeration Tank is Given

Go

Verified Influent BOD when Ultimate BOD is Given

Go

Verified MLSS Returned when Oxygen Demand and Ultimate BOD Both is Given

Go

Verified MLSS Returned when Oxygen Demand of Biomass is Given

Go

Verified MLSS Returned when Oxygen Required in Aeration Tank is Given

Go

Verified MLSS Returned when Ultimate BOD is Given

Go

Verified Operation D.O Level when Correction Factor is 0.8

Go

Verified Operation D.O Level when Correction Factor is 0.85

Go

Verified Operation D.O Level when Oxygen Transfer Capacity is Given

Go

Verified Oxygen Required in Aeration Tank

Go

Verified Oxygen Required in Aeration Tank when Oxygen Demand and Ultimate BOD is Given

Go

Verified Oxygen Required in Aeration Tank when Oxygen Demand of Biomass is Given

Go

Verified Oxygen Required in Aeration Tank when Ultimate BOD is Given

Go

Verified Oxygen Transfer Capacity Under Standard Conditions

Go

Verified Oxygen Transfer Capacity Under Standard Conditions when Correction Factor is 0.8

Go

Verified Oxygen Transfer Capacity Under Standard Conditions when Correction Factor is 0.85

Go

Verified Oxygen Transfer Capacity when Difference between Saturation D.O and Operation D.O is Given

Go

Verified Oxygen Transferred Under Field Conditions

Go

Verified Oxygen Transferred Under Field Conditions when Correction Factor is 0.8

Go

Verified Oxygen Transferred Under Field Conditions when Correction Factor is 0.85

Go

Verified Oxygen Transferred Under Field when Difference between Saturation D.O and Operation D.O is Given

Go

Verified Ratio of BOD to Ultimate BOD

Go

Verified Ratio of BOD to Ultimate when Oxygen Demand of Biomass is Given

Go

Verified Ratio of BOD to Ultimate when Oxygen Required in Aeration Tank is Given

Go

Verified Sewage Discharge when Oxygen Demand and Ultimate BOD Both is Given

Go

Verified Sewage Discharge when Oxygen Demand of Biomass is Given

Go

Verified Sewage Discharge when Oxygen Required in Aeration Tank is Given

Go

Verified Sewage Discharge when Ultimate BOD is Given

Go

Verified Temperature when Correction Factor is 0.8

Go

Verified Temperature when Correction Factor is 0.85

Go

Verified Temperature when Difference between Saturation D.O and Operation D.O is Given

Go

Verified Temperature when Oxygen Transfer Capacity is Given

Go

Verified Ultimate BOD when Oxygen Required in Aeration Tank is Given

Go

Verified Ultimate BOD when Ratio of BOD to Ultimate BOD is 0.68

Go

Verified Ultimate BOD when Ratio of BOD to Ultimate BOD is Given

Go

Verified Volume of wasted sludge Per Day when Oxygen Demand and Ultimate BOD Both is Given

Go

Verified Volume of wasted sludge Per Day when Oxygen Demand of Biomass is Given

Go

Verified Volume of wasted sludge Per Day when Oxygen Required in Aeration Tank is Given

Go

Verified Volume of wasted sludge Per Day when Ultimate BOD is Given

Go

Verified Depth of Flow when Hydraulic Depth for parabola is Given

Go

Verified Depth of Flow when Section Factor for parabola is Given

Go

Verified Depth of Flow when Top Width for parabola is Given

Go

Verified Depth of Flow when Wetted Area for parabola is Given

Go

Verified Hydraulic Depth for parabola

Go

Verified Hydraulic Radius when width is given

Go

Verified Top Width for parabola

Go

Verified Top Width when Wetted Area is Given

Go

Verified Top Widths when Section Factor is Given

Go

Verified Wetted Area when Top Width is Given

Go

3 More Parabolic Section Calculators

Go

Verified Partial Duration Series

Go

Verified Efficiency of Filter and its Second Clarifier

Go

Verified Organic Loading when Efficiency of Filter is Given

Go

Verified Double Path Measurement

Go

Verified Fraction Part of Wavelength

Go

Verified Fraction Part of Wavelength when Double Path Measurement is Given

Go

Verified Integer Part of Wavelength when Double Path Measurement is Given

Go

Verified Wavelength when Double Path Measurement is Given

Go

Verified Degree of Saturation of Soil

Go

Verified Degree of Saturation when Dry Unit Weight of Soil is Given

Go

Verified Dry Unit Weight of Soil with any Degree of Saturation

Go

Verified Specific Gravity of Soil when Degree of Saturation is Given

Go

Verified Total Volume of Soil when Porosity is Given

Go

Verified Void Ratio of Soil when Degree of Saturation is Given

Go

Verified Volume of Voids when Porosity is Given

Go

Verified Water Content of Soil when Degree of Saturation is Given

Go

Verified Water Content of Soil when Dry Unit Weight of Soil is Given

Go

4 More Physical Properties of Soil Calculators

Go

Verified Force acting on each cut of edge of pipe when Internal Pressure is Given

Go

2 More Pipe Stresses Perpendicular To The Longitudinal Axis 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 Average Birth Rate Per Year when Natural Increase is Given

Go

Verified Average Death Rate Per Year when Natural Increase is Given

Go

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

Go

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

Go

Verified Average Increase Per Decade when Future Population of 3 Decades by Incremental Method is Given

Go

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

Go

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

Go

Verified Average Increment for a Decade when Future Population is Given

Go

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

Go

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

Go

Verified Average Incremental Increase when Future Population of 3 Decades by Incremental Method 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 Design Period when Natural Increase is Given

Go

Verified Future Population at the End of 2 Decades

Go

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

Go

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

Go

Verified Future Population at the End of 3 Decades

Go

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

Go

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

Go

Verified Future Population at the End of n Decades

Go

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

Go

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

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

Go

Verified Number of Decades when Future Population is Given

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Verified Present Population when Future Population from Incremental 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 2 Decades by Incremental Increase Method is Given

Go

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

Go

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

Go

Verified Present Population when Natural Increase is Given

Go

Verified Depth of Flow when Wetted Perimeter of Triangular Channel Section is Given

Go

7 More Practical Channel Sections Calculators

Go

Created 28-Day Concrete Compressive Strength

Go

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

Go

Created Modulus of Elasticity for Normal Weight Concrete

Go

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

Go

1 More Properties in the Hardened State Calculators

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Verified Bed Slope for Full Flow when Velocity Ratio is Given

Go

Verified Bed Slope for Partial Flow

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

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

Go

Verified Hydraulic Mean Depth Ratio when Discharge Ratio is Given

Go

Verified Hydraulic Mean Depth Ratio when Self Cleansing Discharge is Given

Go

Verified Hydraulic Mean Depth Ratio when Velocity Ratio is Given

Go

Verified Ratio of Bed Slope when Velocity Ratio is Given

Go

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

Go

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

Go

Verified Roughness Coefficient for Full Flow when Hydraulic Mean Depth Ratio is Given

Go

Verified Roughness Coefficient for Full Flow when Only Discharge Ratio is Given

Go

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

Go

Verified Roughness Coefficient for Full Flow when Only Velocity Ratio is Given

Go

Verified Roughness Coefficient for Full Flow when Self Cleansing Velocity is Given

Go

Verified Roughness Coefficient for Full Flow when Velocity Ratio is Given

Go

Verified Roughness Coefficient for Partial Flow when Hydraulic Mean Depth and Discharge Ratio is Given

Go

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

Go

Verified Roughness Coefficient for Partial Flow when Hydraulic Mean Depth Ratio is Given

Go

Verified Roughness Coefficient for Partial Flow when Only Discharge Ratio is Given

Go

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

Go

Verified Roughness Coefficient for Partial Flow when Only Velocity Ratio is Given

Go

Verified Roughness Coefficient for Partial Flow when Self Cleansing Velocity is Given

Go

Verified Roughness Coefficient for Partial Flow when Velocity 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 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

Created BOD in sewage

Go

Created BOD of industry when population equivalent is given

Go

Created BOD when dilution factor is given

Go

Created Constant of integration when oxygen equivalent 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

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

Created Hydrogen ion concentration when pH of sewage is given

Go

Created Intercept of line on Y axis when deoxygenation constant using best fit is given

Go

Created Intercept of line on Y axis when organic matter present at start of BOD using best fit line is given

Go

Created Organic matter present at the start of BOD

Go

Created Organic matter present at the start of BOD using best fit line

Go

Created Organic matter present at the start of BOD when total amount of organic matter oxidised is given

Go

Created Oxygen equivalent

Go

Created Oxygen equivalent when organic matter present at the start of BOD is given

Go

Created Oxygen equivalent when rate of deoxygenation is given

Go

Created pH value of sewage

Go

Created Population equivalent

Go

Created Population equivalent when standard BOD of industrial sewage is given

Go

Created Rate constant when deoxygenation constant is given

Go

Created Rate constant when de-oxygenation constant is given

Go

Created Rate constant when oxygen equivalent is given

Go

Created Rate constant when rate of deoxygenation is given

Go

Created Rate of deoxygenation

Go

Created Relative stability

Go

Created Relative stability at 37°C

Go

Created Slope of line when deoxygenation constant using best fit line is given

Go

Created Standard BOD of domestic sewage when standard BOD of industrial sewage is given

Go

Created Standard BOD of industrial sewage

Go

Created Temperature when deoxygenation constant at temperature T is given

Go

Created Threshold odour number

Go

Created Time when organic matter present at the start of BOD is given

Go

Created Time when oxygen equivalent is given

Go

Created Time when relative stability at 37°C is given

Go

Created Time when relative stability is given

Go

Created Time when total amount of organic matter oxidised is given

Go

Created Total amount of organic matter oxidised

Go

Created Volume of diluted sample when BOD in sewage is given

Go

Created Volume of distilled water when threshold odour number is given

Go

Created Volume of the sewage when threshold odour number is given

Go

Created Volume of undiluted sample when BOD in sewage is given

Go

Verified Depth of Flow when Hydraulic Radius in rectangle is Given

Go

Verified Depth of Flow when Section Factor for rectangle channel is Given

Go

Verified Section Factor for rectangle

Go

Verified Wetted Area for rectangle

Go

Verified Wetted Perimeter for rectangular section

Go

Verified Width of Section when Hydraulic Radius of rectangle is Given

Go

Verified Width of Section when Section Factor is Given

Go

6 More Rectangular Section Calculators

Go

Verified Diameter of Sphere when Dynamic Viscosity is Given

Go

Verified Dynamic Viscosity when velocity is given

Go

Verified Mean Velocity of Sphere when Dynamic Viscosity is Given

Go

2 More Redwood Viscometer Calculators

Go

Verified Activity Index of Soil

Go

Verified Buoyant Unit Weight of Soil with Saturation 100 Percent

Go

Verified Dry Unit Weight of Soil when Saturation is 0 Percent

Go

Verified Liquid Limit of Soil when Plasticity Index is Given

Go

Verified Liquidity Index of Soil

Go

Verified Moisture Content of Soil when Liquidity Index is Given

Go

Verified Percent of Soil Finer than Clay Size when Activity Index is Given

Go

Verified Plastic Limit of Soil when Liquidity Index is Given

Go

Verified Plastic Limit of Soil when Plasticity Index is Given

Go

Verified Plastic Limit of Soil when Shrinkage Index is Given

Go

Verified Plasticity Index of Soil

Go

Verified Plasticity Index of Soil when Activity Index is Given

Go

Verified Plasticity Index of Soil when Liquidity Index is Given

Go

Verified Saturated Unit Weight of Soil when Water Content is Given

Go

Verified Saturated Unit Weight of Soil with Saturation 100 Percent

Go

Verified Shrinkage Index of Soil

Go

Verified Shrinkage Limit of Soil when Shrinkage Index is Given

Go

Verified Specific Gravity of Soil Solids when Dry Unit Weight is Given

Go

Verified Specific Gravity of Soil Solids when Saturated Unit Weight is Given

Go

Verified Unit Weight of Water when Buoyant Unit Weight is Given

Go

Verified Unit Weight of Water when Dry Unit Weight is Given

Go

Verified Unit Weight of Water when Saturated Unit Weight is Given

Go

Verified Unit Weight of Water when Saturated Unit Weight is Given

Go

Verified Void Ratio of Soil when Buoyant Unit Weight is Given

Go

Verified Void Ratio of Soil when Dry Unit Weight is Given

Go

Verified Void Ratio of Soil when Saturated Unit Weight is Given

Go

Verified Water Content of Soil when Saturated Unit Weight is Given

Go

Verified Inside diameter when flow quantity for a full flowing sewer is given

Go

Verified Inside diameter when full flow velocity in sewer is given

Go

6 More Required flow velocity Calculators

Go

Verified Equation for Risk

Go

Verified Equation for Risk when Return Period is Known

Go

Verified Probability when Return Period is Given

Go

Verified Reliability when Risk is Given

Go

Verified Return Period when Probability is Given

Go

6 More Risk, Reliability and Safety Factor Calculators

Go

Verified Factor for Multiplying Stresses and Deflections under Existing Loads

Go

Created City Area when Sanitary Sewer System Flow Rate is Given

Go

Created Conveyance Factor When Flow Rate Through Pipe Using Manning Formula is Given

Go

Created Fire Demand for Cities of Less Than 200,000 Population

Go

Created Flow Rate Through Pipe Using Manning Formula

Go

Created Infiltration when total infiltration to sanitary sewer is given

Go

Created Lateral Sewer Discharging into Main Sewer

Go

Created Percent Lateral Sewer Flow when Lateral Sewer Discharging into Main Sewer is Given

Go

Created Pipe Slope When Flow Rate Through Pipe Using Manning Formula is Given

Go

Created Population Density when Sanitary Sewer System Flow Rate is Given

Go

Created Quantity of Sewage Produced Per Day when Sanitary Sewer System Flow Rate is Given

Go

Created Sanitary Sewer System Flow Rate

Go

Created Sanitary Sewer System Flow Rate when Lateral Sewer Discharging into Main Sewer is Given

Go

Created Sewer system length when total infiltration to sanitary sewer is given

Go

Created Total Infiltration to Sanitary sewer

Go

Verified Bank or Quantity of Scrap Produced

Go

Verified Cycle time when Trips per hour for excavating scrap is Given

Go

Verified Haul Distance in Feet when Variable Time is Given

Go

Verified Haul Distance in Meter when Variable Time is Given

Go

Verified Number of Scrapers Needed in a Job

Go

Verified Production of Scrap by Machines

Go

Verified Production per unit when Number of Scrapers Needed in a Job is Given

Go

Verified Production Required To Determine the Number of Scrapers

Go

Verified Production Required when Number of Scrapers Needed in a Job is Given

Go

Verified Pusher Cycle Time when Number of Scrapers a Pusher can Load is Given

Go

Verified Return Distance in Feet when Variable Time is Given

Go

Verified Return Distance in Meter when Variable Time is Given

Go

Verified Scraper Cycle Time when Number of Scrapers a Pusher can Load is Given

Go

Verified Speed at Haul and Return in Kilometer Per Hour when Variable Time is Given

Go

Verified Speed at Haul and Return in Miles Per Hour when Variable Time is Given

Go

Verified Trips per hour for excavating scrap

Go

Verified Variable Time when Haul and Return Distance is in Feet

Go

Verified Working time when Production Required is Given

Go

7 More Scraper Production Calculators

Go

Verified Head Loss Through the Screen

Go

Verified Velocity Above the Screen when Head Loss Through the Screen is Given

Go

Verified Velocity Through the Screen when Head Loss Through the Screen is Given

Go

Verified Curve Number for Antecedent Moisture Condition-1

Go

Verified Curve Number in terms of Potential Maximum Retention

Go

13 More SCS-CN Method of Runoff Volume Calculators

Go

Verified Load Intensity on Foundation when Settlement is Given

Go

Verified Settlement in Foundation due to Load applied on Foundation

Go

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

Go

Verified Acceleration Due to Gravity when Settling Velocity is Given

Go

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

Go

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

Go

Verified Buoyancy when Effective Weight of the Particle is Given

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 Density of Water when Coefficient of Drag is Given

Go

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

Go

Verified Density of Water when Kinematic Viscosity of Water is Given

Go

Verified Diameter of Particle Settling Velocity for Inorganic Solids 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 is Given

Go

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

Go

Verified Diameter of the Particle when Coefficient of Drag is Given

Go

Verified Diameter of the Particle when Reynold Number is Given

Go

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

Go

Verified Drag Force Offered by the Fluid

Go

Verified Dynamic Viscosity when Kinematic Viscosity of Water is Given

Go

Verified Effective Weight of the Particle

Go

Verified Effective Weight of the Particle when Buoyancy is Given

Go

Verified Kinematic Viscosity of Water when Dynamic Viscosity is Given

Go

Verified Kinematic Viscosity of Water when Reynold Number is Given

Go

Verified Kinematic Viscosity of Water when Settling Velocity of Spherical Particle is Given

Go

Verified Kinematic Viscosity when Settling Velocity within Transition Zone is Given

Go

Verified Radius of Particle when Effective Weight of the Particle is Given

Go

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

Go

Verified Reynold Number when Coefficient of Drag is Given

Go

Verified Reynold Number when Settling Velocity of Spherical Particle is Given

Go

Verified Settling Velocity for Inorganic Solids

Go

Verified Settling Velocity for Modified Hazen's Equation

Go

Verified Settling Velocity for Organic Matter

Go

Verified Settling Velocity for Turbulent Settling

Go

Verified Settling Velocity of Spherical Particle

Go

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

Go

Verified Settling Velocity of Spherical Particle when Reynold Number is Given

Go

Verified Settling Velocity when Diameter of Particle is Between 0.1 mm to 1 mm

Go

Verified Settling Velocity when Specific Gravity of Particle is Given

Go

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

Go

Verified Specific Gravity of Particle when Settling Velocity for Turbulent Settling is Given

Go

Verified Specific Gravity of Particle when Settling Velocity is Given

Go

Verified Specific Gravity of Particle when Settling Velocity of Spherical Particle is Given

Go

Verified Specific Gravity of Particle when Settling Velocity within Transition Zone is Given

Go

Verified Temperature when Settling Velocity for Inorganic Solids is Given

Go

Verified Temperature when Settling Velocity for Modified Hazen's Equation is Given

Go

Verified Temperature when Settling Velocity for Organic Matter is Given

Go

Verified Total Weight when Effective Weight of the Particle is Given

Go

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

Go

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

Go

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

Go

Verified Change in Temperature when Elongation in the Pipes is Given

Go

Verified Change in Temperature when Stress in Pipe is Given

Go

Verified Coefficient of Expansion Of the Material when Stress in Pipe is Given

Go

Verified Coefficient of thermal expansion when Elongation in the Pipes is Given

Go

Verified Compressive Stress Produced when Pipe is Empty

Go

Verified Depth of Excavation when Thickness of side wall of Manhole is given

Go

Verified Distance of Top of Pipe to Below the Surface of Fill when Unit Pressure is Given

Go

Verified Elongation in the Pipes when Change in Temperature is Given

Go

Verified External Diameter of Pipe when Load Per Unit Length for Flexible Pipes is Given

Go

Verified External Diameter of Pipe when Load Per Unit Length for Pipes is Given

Go

Verified Fill Coefficient when Load Per Unit Length for Flexible Pipes is Given

Go

Verified Fill Coefficient when Load Per Unit Length for Rigid Pipes is Given

Go

Verified Load Per Unit Length for Flexible Pipes

Go

Verified Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil

Go

Verified Load Per Unit Length for Pipes when Compressive Stress is Given

Go

Verified Load Per Unit Length for Rigid Pipes

Go

Verified Modulus of Elasticity of Pipe Material when Stress in Pipe is Given

Go

Verified Original Length of Pipe when Elongation in the Pipes is Given

Go

Verified Pipe Coefficient when Load Per Unit Length for Pipes is Given

Go

Verified Slant Height of Considered Point when Unit Pressure is Given

Go

Verified Specific Weight of Fill Material when Load Per Unit Length for Flexible Pipes is Given

Go

Verified Specific Weight of Fill Material when Load Per Unit Length for Pipes is Given

Go

Verified Specific Weight of Fill Material when Load Per Unit Length for Rigid Pipes is Given

Go

Verified Stress in the Pipe Material due to Temperature

Go

Verified Superimposed Load when Unit Pressure is Given

Go

Verified Thickness of Pipes when Compressive Stress is Given

Go

Verified Thickness of side wall of Manhole

Go

Verified Total Load Per Unit Length for Pipes when Compressive Stress is Given

Go

Verified Unit Pressure Developed at any Point in the Fill at a Depth

Go

Verified Width of Trench when Load Per Unit Length for Flexible Pipes is Given

Go

Verified Width of Trench when Load Per Unit Length for Rigid Pipes is Given

Go

Created Concrete Shear Strength at Critical Sections

Go

Created Equation for Punching Shear Design

Go

Verified Allowable Horizontal Shear for Individual Connector for 2 million cycles

Go

Verified</

List of Calculators by Ishita Goyal