Calculators Created by Mithila Muthamma PA

Coorg Institute of Technology (CIT), Coorg
1338
Formulas Created
442
Formulas Verified
255
Across Categories

List of Calculators by Mithila Muthamma PA

Following is a combined list of all the calculators that have been created and verified by Mithila Muthamma PA. Mithila Muthamma PA has created 1338 and verified 442 calculators across 255 different categories till date.
Created Group Velocity
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Created Group Velocity when Wave Power per unit Crest Width is Given
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Created Radian Frequency when Wave Propagation is Given
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Created Surface Elevation
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Created Total Energy per unit of Area when Wave Power per unit Crest Width is Given
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Created Wave Power per unit Crest Width
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Created Wave Speed
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Created Wave Speed when Group Velocity is Given
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Created Wavenumber when Wave Speed is Given
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Created Distance to Accelerate and Stop when Full Strength Pavement Distance is Given
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Created Field Length (Total Amount of Runway needed)
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Created Full Strength Pavement Distance
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Created Full Strength Pavement Distance when Field Length is Given
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Created Stopway Distance when Field Length is Given
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Created Stopway Distance when Full Strength Pavement Distance is Given
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Created Adjusted Design Value for Lateral Loading for Bolts
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Verified Adjusted Design Value for Withdrawal for Nails and Spikes
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Verified Adjusted Design Value for Withdrawal for Wood Screws
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Created Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors
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Created Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors
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8 More Adjustment of Design Values for Connections with Fasteners Calculators
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Created Aerodrome Reference Temperature
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Created Monthly Mean of Maximum Daily Temperature for the Hottest Month of the Year
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Created Wheelbase when Turning Radius is Given
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Created Constant of Proportionality for greater Air Trip Distances
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Created Constant of Proportionality when Travel by Air Passengers between Cities i and j is Given
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Created Constant of Proportionality when Travel by Air Passengers between Cities is Given
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Created Cost of Travel between i and j when Travel by Air Passengers between Cities is Given
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Created Distance between i and j when Travel by Air Passengers between Cities i and j is Given
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Created Population of the Destination City when Travel by Air Passengers between Cities i and j is Given
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Created Population of the Origin City when Travel by Air Passengers between Cities i and j is Given
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Created Total Air Trips generated in City i for greater Air Trip Distances
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Created Total Air Trips generated in City i when Travel by Air Passengers between Cities is Given
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Created Total Air Trips generated in City j for greater Air Trip Distances
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Created Total Air Trips generated in City j when Travel by Air Passengers between Cities is Given
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Created Travel by Air Passengers between Cities i and j
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Created Travel by Air Passengers between Cities i and j for greater Air Trip Distances
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Created Travel by Air Passengers between Cities i and j in terms of Travel Cost
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Created True Mach Number
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Created Aerodrome Reference Temperature when Corrected Take off Length is Given
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Created Aircraft Gross Wing Area when Drag Force to the Vehicle Body is Given
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Created Aircraft Gross Wing Area when Lifting Force provided by the Wing-body of the Vehicle is Given
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Created Desired Take off Weight
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Created Drag Coefficient Wing Area when Drag Force to the Vehicle Body is Given
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Created Drag Force to the Vehicle Body
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Created Friction Force due to Rolling Resistance
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Created Fuel Weight to be Carried when Desired Take off Weight is Given
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Created Lift Coefficient when Lifting Force provided by the Wing-body of the Vehicle is Given
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Created Lifting Force provided by the Wing-body of the Vehicle
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Created Lifting Force when Friction Force due to Rolling Resistance is Given
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Created Operating Empty Weight when Desired Take off Weight is Given
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Created Payload Carried when Desired Take off Weight is Given
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Created Rolling Friction Coefficient when Friction Force due to Rolling Resistance is Given
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Created Runway Elevation when Runway Take off Length Corrected for Elevation is Given
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Created Runway Slope when Runway Take off Length Corrected for Elevation, Temperature and Slope is Given
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Created Runway Take off Length Corrected for Elevation
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Created Runway Take off Length Corrected for Elevation and Temperature
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Created Runway Take off Length Corrected for Elevation, Temperature and Slope
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Created Speed of Sound in terms of True Match Number
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Created Takeoff Distance when demonstrated Distance to Clear an 11m (35 ft.) obstacle is Given
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Created True Aircraft Speed in terms of Match Number
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Created True Match Number when True Aircraft Speed
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Created Vehicle Speed when Drag Force to the Vehicle Body is Given
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Created Vehicle Speed when Lifting Force provided by the Wing-body of the Vehicle is Given
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Created Moment Resistance of Concrete when Compressive Stress is Given
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Created Moment Resistance of Concrete when Kc is Given
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Created Moment Resistance of Steel when Ks is Given
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Created Moment Resistance of Steel when Steel Ratio is Given
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Created Moment Resistance of Steel when Stress and Area are Given
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Created Storage Coefficient From Theis Equation of Transmissivity
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Created Theis Equation to Determine Storage Coefficient
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Created Theis Equation to Determine Transmissivity
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Created Transmissivity When Storage Coefficient is Given from Theis Equation
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Created Depth at which Reservoir is Completely filled up
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Created Difference in the Elevations of FRL and Original Bed of the Reservoir
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Created Incremental Sediment Volume
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Created Original Reservoir Area at the new Zero Level
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Created Sediment Volume between Old Zero and New Zero Bed Level
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Created Sediment Volume to be Distributed in the Reservoir
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Verified Amount of Hydropower (P)
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Verified Effective Head when Amount of Hydropower is given
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Verified Effective Head when Energy through Hydraulic Turbines is given
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Verified Efficiency of the Hydropower Station when Amount of Hydropower is given
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Verified Efficiency of the Hydropower Station when Energy through Hydraulic Turbines is given
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Verified Energy through Hydraulic Turbines
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Verified Head (H) when Amount of Hydropower is given
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Verified Head (H) when Energy through Hydraulic Turbines is given
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Verified Head Loss when Amount of Hydropower is given
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Verified Head Loss when Energy through Hydraulic Turbines is given
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Verified Period of Flow when Energy through Hydraulic Turbines is given
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Verified Rate of Flow of Water when Amount of Hydropower is given
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Verified Rate of Flow of Water when Energy through Hydraulic Turbines is given
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Created Actual Discharge from Backwater Effect on a Rating Curve-Normalized Curve
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Created Normalized Discharge of Backwater Effect on a Rating Curve-Normalized Curve
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Created Normalized Value of the Fall when Discharge is Given
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Created The Actual Fall at a Stage when Actual Discharge is Given
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Created Annual Precipitation in the i-2'th year when Antecedent Precipitation is Given
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Created Annual Precipitation in the i'th year when Antecedent Precipitation is Given
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Created Barlow's formula for Runoff
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Created Flat Partly Cultivated Stiff Soils with Average or Varying Rainfall
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Created Flat Partly Cultivated Stiff Soils with Continuous Downpour
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Created Flat Partly Cultivated Stiff Soils with with Light rain
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Created Precipitation when Runoff is Given from Exponential Relationship
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Created Runoff in Average Catchment with Average or Varying Rainfall
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Created Runoff in Average Catchment with Continuous Downpour
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Created Runoff in Average Catchment with Light Rain
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Created Runoff in Flat Cultivated and Absorbent Soils with Average or Varying Rainfall
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Created Runoff in Flat Cultivated and Absorbent Soils with Continuous Downpour
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Created Runoff in Flat Cultivated and Absorbent Soils with Light Rain
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Created Runoff in Hills and Plains with little Cultivation and Average or Varying Rainfall
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Created Runoff in Hills and Plains with little Cultivation and Continuous Downpour
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Created Runoff in Hills and Plains with little Cultivation and Light Rainfall
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Created Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Average or Varying Rainfall
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Created Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Continuous Downpour
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Created Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Light Rain
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Created Drainage Area when Time Interval from the Peak in Straight-Line Method
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Created Time Interval from the Peak in Straight-Line Method
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Verified Absolute Pressure (P)
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Verified Absolute Temperature when Absolute Pressure (P) is given
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Verified Adiabatic Index
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Verified Boyle's Law According to Adiabatic Process
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Verified Boyle's Law According to Isothermal Process
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Verified Boyle's Law when Mass Density is given
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Verified Boyle's Law when Weight Density in Adiabatic Process is given
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Verified Constant (K) when External Work Done in Adiabatic Process Introducing Pressure is given
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Verified Continuity Equation for Compressible Fluids
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Verified External Work Done by the Gas in Adiabatic Process
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Verified External Work Done by the Gas in Adiabatic Process Introducing Pressure
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Verified External Work Done by the Gas when Total Heat (H) Supplied to a Gas is given
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Verified Gas Constant when Absolute Pressure (P) is given
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Verified Increase in the Internal Energy when Total Heat (H) Supplied to a Gas is given
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Verified Kinetic Energy (Ek) when Total Energy (Et) in a Compressible Fluids is given
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Verified Mass Density when Absolute Pressure(P) is given
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Verified Molecular Energy(Em) when Total Energy(Et) in a Compressible Fluids is given
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Verified Potential Energy(Ee) when Total Energy(Et) in a Compressible Fluids is given
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Verified Pressure (P1) when External Work Done by the Gas in Adiabatic Process Introducing Pressure is given
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Verified Pressure Energy(Ep) when Total Energy(Et) in a Compressible Fluids is given
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Verified Pressure when Constant is given
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Verified Pressure(P2) when External Work Done by the Gas in Adiabatic Process Introducing Pressure is given
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Verified Specific Volume(V1) when External Work Done in Adiabatic Process Introducing Pressure is given
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Verified Total Heat (H) Supplied to a Gas
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Verified Total Heat (H) Supplied to a Gas in a Isothermal Process
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1 More Basic Relationship Of Thermodynamics Calculators
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Created Basin Lag for Foot-Hill Drainage Area
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Created Basin Lag for Mountainous Drainage Areas
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Created Basin Lag for Valley Drainage Areas
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Beams (2)
Verified Beam Depth when Extreme Fiber Stress for a Rectangular Timber Beam is Given
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Verified Beam Depth when Horizontal Shearing Stress is Given
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11 More Beams Calculators
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Verified Dead Load Moment when Stress in Steel for Unshored Members is Given
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Verified Stress in Steel for Shored Members
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7 More Bending Stresses Calculators
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Created Assumed Brake application speed when Distance for Deceleration in a normal Braking mode is Given
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Created Deceleration rate when Distance for Deceleration in a normal Braking mode (S3) is Given
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Created Deceleration rate when Distance for Deceleration in a normal Braking mode is Given
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Created Distance required for Deceleration in a normal Braking mode to a Nominal Takeoff Speed
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Created Distance required for Deceleration in a normal Braking mode to a Nominal Takeoff Speed (S3)
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Created Distance required for Transition from Maingear Touchdown to create Stabilized Braking Configuration
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Created Distance required for Transition from Maingear Touchdown to create Stabilized Braking Configuration
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Created Nominal Turn-Off Speed when Distance for Deceleration in a normal Braking mode is Given
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Created Nominal Turn-off Speed when Distance required for Deceleration in a normal Braking mode is Given
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Created Threshold Speed when Distance required for Transition from Maingear Touchdown is given
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Created Threshold Speed when when Distance for Deceleration in a normal Braking mode is Given
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Created Vehicle Speed when Distance required for Transition from Maingear Touchdown is Given
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Verified Dynamic Viscosity when Discharge of pipe over length is Given
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Verified Specific Weight of Liquid when Dynamic Viscosities is Given
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17 More Capillary Tube Viscometer Calculators
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Verified Catenary Length measured from the Low Point of the Simple Cable with a UDL
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Verified Tension at any Point when Catenary Length of the Simple Cable with a UDL is Given
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3 More Catenary Calculators
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Verified Span of Cable when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
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Verified Total Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
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4 More Catenary Cable Sag and Distance between Supports Calculators
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Verified Wetted Area when Discharge through Channels is Given
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19 More Circular section Calculators
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Created Discharge at Infliction when Constant K is Given
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Created Equation for Constant K
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Created Inflow at the Beginning of Time Interval for Routing of the Time-Area Histogram
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Created Inflow Rate between Inter-Isochrone Area
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Created Inter-Isochrone Area when Inflow is Given
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Created Outflow at the Beginning of Time Interval for Routing of the Time-Area Histogram
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Created Outflow at the End of Time Interval for Routing of the Time-Area Histogram
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Created Time Interval at Inter-Isochrone Area when Inflow is Given
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Verified Shear Stress on Cylinder when Torque exerted on Inner Cylinder is Given
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Verified Total Torque
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20 More Coaxial Cylinder Viscometers Calculators
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Created Aquifer Thickness when Transmissivity of the Aquifer is Given
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Created Coefficient of Permeability at the Temperature of the Permeameter Experiment
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Created Coefficient of Permeability from analogy of Laminar Flow through a Conduit (Hagen–Poiseuille)
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Created Coefficient of Permeability when Specific or Intrinsic Permeability is Given
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Created Coefficient of Permeability when Standard Value of the Coefficient of Permeability is Given
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Created Coefficient of Permeability when Transmissibility is Given
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Created Cross-Sectional Area when Coefficient of Permeability at Permeameter Experiment is Given
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Created Discharge when Coefficient of Permeability at Permeameter Experiment is Given
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Created Dynamic Viscosity of the Fluid of Laminar Flow through a Conduit (Hagen–Poiseuille flow)
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Created Dynamic Viscosity when Specific or Intrinsic Permeability is Given
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Created Equation for Specific or Intrinsic Permeability
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Created Equivalent Permeability when Transmissivity of the Aquifer is Given
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Created Kinematic Viscosity
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Created Kinematic Viscosity at 20° Celsius when Standard Value of Coefficient of Permeability is Given
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Created Kinematic Viscosity at t° Celsius when Standard Value of Coefficient of Permeability is Given
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Created Length when Coefficient of Permeability at Permeameter Experiment is Given
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Created Mean Particle Size of the Porous Medium of Laminar Flow through a Conduit (Hagen–Poiseuille flow)
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Created Specific or Intrinsic Permeability when Coefficient of Permeability is Given
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Created Specific or Intrinsic Permeability when Dynamic Viscosity is Given
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Created Specific or Intrinsic Permeability when Kinematic Viscosity is Given
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Created Standard Value of the Coefficient of Permeability
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Created Transmissibility when Coefficient of Permeability is Given
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Created Transmissivity of the Aquifer when Equivalent Permeability is Given
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Created Unit Dimension of the Aquifer when Transmissivity is Given
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Created Unit Weight of the Fluid
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Created Slenderness Ratio for Beams
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Verified Magnetic Declination to West
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11 More Compass Surveying Calculators
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Created Barometric Efficiency in terms of Compressibility Parameters
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Created Coefficient of Storage for an Unconfined Aquifer
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Created Discharge per Unit Width of Aquifer
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Created Saturated Thickness of the Aquifer when Coefficient of Storage for an Unconfined Aquifer is Given
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Verified Bed Slope when Discharge through Manning's Formula is Given
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Verified Roughness Coefficient when Conveyance of Section through Manning's Formula is Given
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17 More Computation of Uniform Flow Calculators
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Created Equation for Confidence Interval of the Variate
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Created Equation for Confidence Interval of the Variate
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Created Equation for Confidence Interval of the Variate bounded by x2
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Created Equation for Confidence Interval of the Variate bounded by X2
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Created Equation for the Variate 'b' with respect to Frequency Factor
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Created Probable Error
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Created Sample Size when Probable Error is Given
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Created Variate 'b' when Probable Error is Given
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Created Aquifer Thickness when Discharge is Known
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Created Area of Well when Specific Capacity per unit Well Area of the Aquifer is Given
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Created Coefficient of Permeability when Discharge is known
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Created Discharge Per Unit Width of the Aquifer
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Created Equation for Head in Confined Groundwater Flow
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Created Length when Discharge per Unit Width of Aquifer is Known
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Created Proportionality Constant when Specific Capacity per unit Well Area of the Aquifer is Given
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Verified Injury Frequency Rate
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Verified Injury Frequency Rate when Injury Index is Known
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Verified Injury Index
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Verified Injury Severity Rate
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Verified Number of Days Lost when Severity Rate is Given
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Verified Number of Disabling Injuries when Frequency Rate is Known
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Verified Number of Man-Hour worked when Frequency Rate is Known
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Verified Severity Rate when Injury Index is Known
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Created Clearway Distance for a Continued Takeoff
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Created Clearway Distance when Field Length under Continued Takeoff is Given
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Created Clearway Distance when Takeoff Run is Given
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Created Distance of the 35 ft. Obstacle when Takeoff Run is Given
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Created Distance to Clear 35 ft. Obstacle when Clearway Distance for a Continued Takeoff is Given
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Created Field Length (Total Amount of Runway Needed) under Continued Takeoff
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Created Full Strength Pavement Distance when Field Length is Given
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Created Liftoff Distance when Clearway Distance for a Continued Takeoff is Given
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Created Takeoff Run for Continued Takeoff
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Created Domestic Passenger Enplanement
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Created Domestic Passenger Enplanement in Location i
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Created Percent Market Share for Airport
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Created Percent Market Share for Region 'j'
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Created Percent Market Share of State 's' of total U.S. Market
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Created Total Scheduled Domestic Passenger Enplanement
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Verified Discharge when Critical Depth for Triangular Channel is Given
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15 More Critical Flow And Its Computation Calculators
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Verified Free Float
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Verified Independent Float
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Verified Interfering Float
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Verified Total Float
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Verified Head on Entrance measured from Bottom of Culvert
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13 More Culverts on Subcritical Slopes Calculators
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Verified Discharge when Total Required Power is Given
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Verified Length of Pipe when Total Required Power is Given
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Verified Length of Pipe when Total Required Power with Discharge is Given
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Verified Pressure Gradient when Total Required Power with Discharge is Given
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Verified Total Required Power when Discharge is Given
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28 More Darcy – Weisbach Equation Calculators
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Verified Pressure Drop over the Piston
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35 More Dash - Pot Mechanism Calculators
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Created Average Unit Weight of Deposit
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Created Equation for Unit Weight of Deposit
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Created Equation for Weighted Value of Sand, Silt and Clay
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Created Initial Unit Weight when Average Unit Weight of Deposit is Given
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Created Percentage of Clay when Unit Weight of Deposit is Given
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Created Percentage of Sand when Unit Weight of Deposit is Given
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Created Percentage of Silt when Unit Weight of Deposit is Given
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Created Weighted Value when Average Unit Weight of Deposit is Given
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Verified Percent Polymer Concentration when Polymer Feed Rate as Volumetric Flow Rate is Given
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32 More Design of a Solid Bowl Centrifuge for Sludge Dewatering Calculators
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Created Aircraft Datum Length when Length of each Wedge-shaped End of Fillet is Given
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Created Distance along the Straight Taxiway Center line when Length of each End of Fillet is Given
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Created Length of Each Wedge-Shaped End of the Fillet
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Created Maximum Deviation permissible without Filleting
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Created Maximum Value of the Deviation of the Main Undercarriage when Radius of the Fillet is Given
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Created Minimum Safety Margin when Maximum Deviation permissible without Filleting is Given
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Created Minimum Safety Margin when Radius of the Fillet is Given
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Created Radius of Taxiway Centerline when Radius of the Fillet is Given
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Created Radius of the Fillet
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Created Taxiway Width when Maximum Deviation permissible without Filleting is Given
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Created Track of Main Undercarriage when Maximum Deviation permissible without Filleting is Given
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Created Track of Main Undercarriage when Radius of the Fillet is Given
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Verified Dynamic Viscosity when Power Requirement for Flocculation is Given
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Verified Mean Velocity Gradient when Power Requirement for Flocculation is Given
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Verified Power Requirement for Flocculation in Direct Filtration Process
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Verified Volume of Flocculation Basin when Power Requirement for Flocculation is Given
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15 More Design of Rapid Mix Basin and Flocculation Basin Calculators
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Created Adjustment Related to the Latitude of the Place when Potential Evapotranspiration is Given
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Created consumptive use of water for large areas
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Created Equation for a Constant Depending upon the Latitude in Net Radiation of Evaporable Water Equation
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Created Equation for Blaney-Criddle
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Created Equation for Net Radiation of Evaporable Water
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Created Equation for Parameter Including Wind Velocity and Saturation Deficit
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Created Mean Monthly Air Temperature when Potential Evapotranspiration is Given in Thornthwaite Equation
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Created Net Radiation of Evaporable water when Daily Potential Evapotranspiration is Given
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Created Parameter Including Wind Velocity and Saturation Deficit
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Created Penman's Equation
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Created Thornthwaite Formula
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Created Applied Shear at Section when Development Length for Simple Support is Given
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Created Computed Flexural Strength when Development Length for Simple Support is Given
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Created Development Length for Simple Support
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Created Embedment Length Beyond Inflection Point when Development Length for Simple Support is Given
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Created Annual Runoff Volume
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Created Annual Sediment Yield Rate
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Created Average Depth of the Stream when Length of Reach is Given
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Created Average Width of the Stream when Mixing Length is Given
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Created Discharge in the Stream by Constant Rate Injection Method
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Created Length of Reach
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Created Drawdown across One Log Cycle from Distance-Drawdown Graphs when Transmissivity is Given
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Created Drawdown across One Log Cycle when Transmissivity is Given for Inconsistent Units
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Created Pumping Rate from Distance-Drawdown Graphs when Transmissivity is Given
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Created Pumping Rate when Transmissivity is Given for Inconsistent Units from Distance-Drawdown Graphs
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Created Storage Coefficient for Inconsistent Units from Distance-Drawdown Graphs
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Created Storage Coefficient from Distance-Drawdown Graphs
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Created Time at which the Drawdowns were Measured when Storage Coefficient is Given
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Created Transmissivity for Inconsistent Units from Distance-Drawdown Graphs
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Created Transmissivity from Distance-Drawdown Graphs
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Created Transmissivity when Storage Coefficient from Distance-Drawdown Graphs is Given
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Created Actual Evapotranspiration when Aridity Index is Given
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Created Aridity Index
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Verified Original Volume of Soil when Compacted Volume of Soil is Given
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8 More Earth Quantities Hauled Calculators
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Verified Fixed Cost
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Verified Total Cost
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Verified Total Variable Cost
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6 More Economics of Project Management Calculators
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Verified Differential Pressure Head of Elbow Meter when Discharge is Given
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3 More Elbow Meter Calculators
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Created Annual Precipitation in the i-1'th year when Antecedent Precipitation is Given
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Created Measurement for Discharge
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Verified Elastic Local Buckling Stress
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Verified Flat Width Ratio of Stiffened Element when Elastic Local Buckling Stress is Given
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Verified Flat Width Ratio of Stiffened Element when Moment of Inertia is Established
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Verified Minimum Allowable Moment of Inertia
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10 More Element Strength Calculators
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Created Difference in Elevations and Original bed of Reservoir when New Total Depth of Reservoir is Given
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Created Difference in the Elevations of FRL and Original bed of Reservoir
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Created Difference in the Elevations of FRL and Original bed of Reservoir when new Relative Depth is Given
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Created Height above the Reservoir Bed when Relative Depth is Given
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Created Height up to which Sediment completely fills up when new Relative Depth is Given
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Created New Total Depth of the Reservoir
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Created Relative Area for Reservoir Type I (Lake)
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Created Relative Area for Reservoir Type II (Flood Plain, Foot-Hill Region)
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Created Relative Area for Reservoir Type III (Hilly Region)
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Created Relative Area for Reservoir Type IV (Gorge)
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Created Relative Area when Soil Erodibility Factor is Known
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Created Relative Depth at the New Zero Elevation
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Created Sediment Area at any Height above the Datum
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Created Soil Erodibility Factor
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Created Volume of Sediment Deposited between two Consecutive Heights by Average End Area Method
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Created Volume of Sediment Deposited between two Consecutive Heights by Weighted Area Method
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Created Volume of Sediment Deposition when Incremental Area is Given
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Created Volume of Sediment to be Distributed
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Created Bowen’s Ratio
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Created Energy Balance to the Evaporating Surface in a period of one day
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Created Evaporation from Energy Budget Method
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Created Heat Energy used up in Evaporation
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Created Baird and Mcillwraith Formula for maximum flood discharge
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Created Catchment Area when maximum Flood Discharge is known in Dickens Formula
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Created Catchment Area when maximum Flood Discharge is known in Ryve’s formula
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Created Dicken's Formula
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Created Drainage Area when Peak Discharge given in Field Application
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Created Fuller's formula for Maximum Flood Discharge
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Created Inglis Formula for areas between 160 to 1000 km^2
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Created Inglis Formula for Larger Areas
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Created Inglis Formula for Small Areas
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Created Jarvis formula for Peak Discharge
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Created Kirpich Equation
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Created Mean Annual Flood proposed by Natural Environment Research Council
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Created Peak Discharge equation based on field application
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Created Peak Value of the Runoff
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Created Rational Method of Peak Discharge
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Created Ryves Formula
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Verified Pressure Head for a Steady Non Viscous Flow
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9 More Euler's Equation of Motion Calculators
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Created Actual Evapotranspiration
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Created Change in Moisture Storage
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Created Precipitation when Change in Moisture Storage is Given
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Created Runoff when Change in Moisture Storage is Given
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Created Subsurface Outflow when Change in Moisture Storage is Given
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Created Clear Span in Direction Moments when Total Static Design Moment is Given
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Created Strip Width when Total Static Design Moment is Given
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Created Total Static Design Moment in a Strip
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Created Uniform Design Load per Unit of Slab Area when Total Static Design Moment is Given
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2 More Flat Plate Construction Calculators
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Verified Cross Sectional Area of Jet when Dynamic Thrust (Fx) Parallel to the Direction of Jet is given
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Verified Cross Sectional Area of Jet when Dynamic Thrust (Fy) Normal to the Direction of Jet is given
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Verified Cross Sectional Area of Jet when Thrust Exerted in the Direction of Normal to the Plate is given
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Verified Discharge Flowing in the Direction Parallel to the Plate
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Verified Discharge Flowing by Jet
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Verified Discharge Flowing in the Direction Normal to the Plate (Q1)
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Verified Dynamic Thrust (Fx) Parallel to the Direction of Jet
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Verified Dynamic Thrust (Fy) Normal to the Direction of Jet
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Verified Specific Gravity when Dynamic Thrust (Fx) Parallel to the Direction of Jet is given
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Verified Specific Gravity when Dynamic Thrust Exerted in the Direction of Normal to the Plate is given
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Verified Specific Gravity when Thrust Exerted in the Direction of Normal to the Plate is given
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Verified Specific Weight when Dynamic Thrust (Fx) Parallel to the Direction of Jet
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Verified Specific Weight when Dynamic Thrust (Fy) Normal to the Direction of Jet is given
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Verified Specific Weight when Thrust Exerted in the Direction of Normal to the Plate is given
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Verified Thrust Exerted in the Direction of Normal to the Plate
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Verified Velocity of fluid when Thrust Exerted in the Direction of Normal to the Plate is given
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Verified Velocity of fluid when Dynamic Thrust (Fx) Parallel to the Direction of Jet is given
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Verified Velocity of fluid when Dynamic Thrust (Fy) Normal to the Direction of Jet is given
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Verified Absolute Velocity(V) when Dynamic Thrust Exerted by the Jet on the Plate is given
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Verified Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is given
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Verified Dynamic Thrust Exerted by the Jet on the Plate
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Verified Specific Gravity when Dynamic Thrust Exerted by the Jet on the Plate is given
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Verified Specific Weight when Dynamic Thrust Exerted by the Jet on the Plate is given
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Verified Velocity of Jet(u) when Dynamic Thrust Exerted by the Jet on the Plate is given
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22 More Flat Plate Inclined at an Angle to the Jet Calculators
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Verified Area of Cross Section of Jet when Force Exerted by the Stationary Plate on the Jet is given
Go
Verified Force Exerted by the Stationary Plate on the Jet
Go
Verified Specific Gravity when Force Exerted by the Stationary Plate on the Jet is given
Go
Verified Specific Weight when Force Exerted by the Stationary Plate on the Jet is given
Go
Verified Velocity when Force Exerted by the Stationary Plate on the Jet is given
Go
5 More Flat Plate Normal to the Jet Calculators
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Verified Absolute Velocity(V) when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified Cross Sectional Area when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified Cross Sectional Area when Work Done by the Jet on the Plate per Second is given
Go
Verified Dynamic Thrust Exerted by the Jet on the Plate
Go
Verified Specific Gravity when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified Specific Gravity when Work Done by the Jet on the Plate per Second is given
Go
Verified Specific weight when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified Specific Weight when Work Done by the Jet on the Plate per Second is given
Go
Verified Velocity of Jet(u) when Dynamic Thrust Exerted by the Jet on the Plate is given
Go
Verified Work Done by the Jet on the Plate per Second
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7 More Flat Plate Normal to the Jet Calculators
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Created Maximum Slab Thickness
Go
Created General Equation of Hydrologic Frequency Analysis
Go
Created Mean of the Variate
Go
Created Average Inflow denoting the beginning and end of Time Interval
Go
Created Average Inflow when Change in Storage is Given
Go
Created Average Outflow denoting the beginning and end of Time Interval
Go
Created Average Outflow in Time when Change in Storage is Given
Go
Created Change in Storage
Go
Created Change in Storage denoting the beginning and end of Time Interval
Go
Created Change in Storage denoting the beginning and end of Time Interval with respect to Inflow and Outflow
Go
Created Inflow at the Beginning of Time Interval when Average Inflow is Given
Go
Created Inflow at the End of Time Interval when Average Inflow is Given
Go
Created Inflow Rate when Rate of Change of Storage is Given
Go
Created Outflow at the Beginning of Time Interval when Average Inflow is Given
Go
Created Outflow at the End of Time Interval when Average Inflow is Given
Go
Created Outflow Rate when Rate of Change of Storage is Given
Go
Created Rate of Change of Storage
Go
Created Storage at the beginning of Time Interval
Go
Created Storage at the end of Time Interval
Go
Created Storage at the End of Time Interval
Go
Created Storage at the the Beginning of Time Interval
Go
Verified Bazins Formula for Discharge if the Velocity is Considered
Go
Verified Bazins Formula for Discharge if the Velocity is not Considered
Go
Verified Coefficient (m) for Bazins Formula
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Verified Coefficient (m1) for Bazins Formula if velocity is considered
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Verified Coefficient (M1) when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Verified Coefficient of Discharge (Cd) when Discharge (Q) Passing Over the Weir is given
Go
Verified Depth of Flow of Water in the Channel (H+Z) when Velocity Approach (Va) is given
Go
Verified Discharge (Q) Passing Over the Weir
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Verified Discharge (Q) when the End Contractions is Suppressed and Velocity is Considered
Go
Verified Discharge (Q) when the End Contractions is Suppressed and Velocity is not Considered
Go
Verified Discharge (Q) when Velocity Approach (Va) is given
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Verified Francis Formula for the Discharge (Q) for Rectangular Notch if the Velocity is Considered
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Verified Francis Formula for the Discharge (Q) for rectangular notch if the Velocity not Considered
Go
Verified Head (H) Over the Crest when Discharge (Q) Passing Over the Weir is given
Go
Verified Head (H) when Bazins Formula for Discharge if the Velocity is not Considered is given
Go
Verified Head (H) when Coefficient for Bazins Formula is given
Go
Verified Head (H1) when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Verified Head (H1) when Coefficient (m1) for Bazins Formula if velocity is considered
Go
Verified Length of the Crest when Discharge (Q) Passing Over the Weir is given
Go
Verified Length of the Crest when Discharge (Q), Contractions is Suppressed, Velocity is Considered is given
Go
Verified Length of the Crest when Discharge, Contractions is Suppressed, Velocity is not Considered is given
Go
Verified Length of the Crest when Francis Formula Discharge (Q) if the Velocity is Considered is given
Go
Verified Length of the Crest when Francis Formula Discharge (Q) if the Velocity not Considered is given
Go
Verified Length when Bazins Formula for Discharge if the Velocity is Considered is given
Go
Verified Length when Bazins Formula for Discharge if the Velocity is not Considered is given
Go
Verified Velocity Approach (Va)
Go
Verified Width of the Channel (B) when Velocity Approach (Va) is given
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21 More Flow Over a Rectangular Sharp-Crested Weir or Notch Calculators
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Created Number of Data Points when Percentage Probability of the Flow Magnitude is Given
Go
Created Order Number of the Discharge when Percentage Probability of the Flow Magnitude is Given
Go
Created Percentage Probability of the Flow Magnitude
Go
Created Discharge at the Structure
Go
Created Free Flow Discharge under the Head when Submerged Flow over a Weir is Given
Go
Created Head Over the Weir when Discharge is Given
Go
Created Submerged Flow over a Weir estimated by Villemonte Formula
Go
Created Angular Speed of Earth when Coriolis Frequency is Given
Go
Created Coriolis Frequency
Go
Created Coriolis Frequency when Horizontal Component of Coriolis Acceleration is Given
Go
Created Drag Coefficient
Go
Created Drag Coefficient when Wind Stress is Given
Go
Created Horizontal Component of Coriolis Acceleration when Coriolis Frequency is Given
Go
Created Horizontal Speed Across Earth’s Surface when Coriolis Frequency is Given
Go
Created Horizontal Speed Across Earth’s Surface when Horizontal Component of Coriolis Acceleration is Given
Go
Created Latitude when Coriolis Frequency is Given
Go
Created Latitude when Magnitude of the Horizontal Component of Coriolis Acceleration is Given
Go
Created Magnitude of the Horizontal Component of Coriolis Acceleration
Go
Created Wind Speed at a Height 10 m when Drag Coefficient is Given
Go
Created Wind Speed at a Height 10 m when Wind Stress is Given
Go
Created Wind Stress
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Verified Allowable Compressive Stress in a Rectangular Section
Go
4 More Forest Products Laboratory Recommendations Calculators
Go
Verified Grade Resistance Factor when Grade Resistance for Motion on a Slope is Given
Go
Verified Rolling Resistance Factor when Rolling Resistance is Given
Go
Verified Tire Penetration when Rolling Resistance is Given
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12 More Formulas for Earthmoving Calculators
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Created Air Trips between i and j
Go
Created Air Trips in Year y for the Stated Purpose under Leisure Category
Go
Created Country Pair Relation Index when Air Traffic between Stations i and j is Given
Go
Created Distance between Cities i and j when Volume of Air Passenger Traffic between the Cities is Given
Go
Created Factor to adjust for Quantum Effects when Air Trips between i and j is Given
Go
Created Income for Leisure when Air Trips for the Stated Purpose under Leisure Category is Given
Go
Created Mode-Specific Econometric Model for Air Traffic between Stations i and j
Go
Created Population at i when Air Trips between i and j is Given
Go
Created Population at Origin when Air Trips in Year y for the Stated Purpose under Leisure Category
Go
Created Population of City i when Volume of Air Passenger Traffic between City i and City j
Go
Created Population of City j when Volume of Air Passenger Traffic between City i and City j
Go
Created Respective portions of the City j Populations with respect to Income
Go
Created Respective portions of the Population at City i with respect to Income
Go
Created Time in Years when Air Trips between i and j is Given
Go
Created Volume of Air Passenger Traffic between City i and City j
Go
Created Inflow at the Beginning of Time Interval
Go
Created Inflow at the End of Time Interval
Go
Created Outflow at the Beginning of Time Interval
Go
Created Outflow at the End of Time Interval
Go
Created Water Surface Elevation at (i+1)th step in Standard Fourth-Order Runge-Kutta Method
Go
Created Water Surface Elevation at i'th step in Standard Fourth-Order Runge-Kutta Method
Go
Created Apparent Velocity of Seepage
Go
Created Apparent Velocity of Seepage when Discharge and Cross-Sectional Area is Given
Go
Created Apparent Velocity of Seepage when Reynolds Number of Value Unity is Given
Go
Created Apparent Velocity when Bulk Pore Velocity is Given
Go
Created Bulk Pore Velocity
Go
Created Coefficient of Permeability when Apparent Velocity of Seepage is Given
Go
Created Darcy's Law
Go
Created Elevation Head When Total Head is Given
Go
Created Hydraulic Gradient when Apparent Velocity of Seepage is Given
Go
Created Kinematic Viscosity of Water when Reynolds Number of Value Unity is Given
Go
Created Porosity
Go
Created Porosity when Bulk Pore Velocity is Given
Go
Created Porosity when Specific Yield and Specific Retention Given
Go
Created Pressure Head When Total Head is Given
Go
Created Representative Particle Size when Reynolds Number of Value Unity is Given
Go
Created Reynolds Number of Value Unity
Go
Created Specific Retention
Go
Created Specific Yield
Go
Created Total Head
Go
Created Total Volume of Soil or Rock Sample when Porosity is Given
Go
Created Total Volume of Soil or Rock Sample When Specific Retention is Given
Go
Created Total Volume of Soil or Rock Sample When Specific Yield is Given
Go
Created Volume of Solids in the Sample When Porosity is Given
Go
Created Volume of Water Retained in Total Volume Soil or Rock Sample when Specific Retention is Given
Go
Created Volume of Water that Drains from Total Volume Soil or Rock Sample when Specific Yield is Given
Go
Created Base flow when Possible Recharge is Given
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Created Catchment Area when Recharge is Given
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Created Equation for Base Flow into the Stream from the Area
Go
Created Equation for Catchment Area when Specific Yield is Given
Go
Created Equation for Gross Recharge due to Rainfall and other Sources
Go
Created Equation for Gross Water Draft
Go
Created Equation for Net Ground Water Flow into the Area across the Boundary
Go
Created Equation for Recharge from Irrigation in a Area
Go
Created Equation for Recharge from Rainfall
Go
Created Equation for Recharge from Tanks and Ponds
Go
Created Equation for Recharge from the Stream into the Ground water Body
Go
Created Equation for Recharge from Water Conservation Structures
Go
Created Equation for Recharge when Specific Yield is Given
Go
Created Equation for Specific Yield
Go
Created Equation for Water Level Fluctuation
Go
Created Gross Water Draft when Recharge is Given
Go
Created Net Ground Water Flow when Possible Recharge is Given
Go
Created Possible Recharge when Gross Recharge due to Rainfall is Given
Go
Created Possible Recharge when other Recharge factors are established
Go
Created Rainfall Intensity when Kinetic Energy of the Storm is Known
Go
Created Recharge from the Stream into the Ground water Body when Possible Recharge is Given
Go
Created Specific Yield when Recharge is Given
Go
Created Water Level Fluctuation when Possible Recharge is Given
Go
Created The Rate of Movement Through an Aquifer and a Confining Bed
Go
Created Velocity Equation of Hydraulics
Go
Created Frequency Factor as applicable to an Infinite Sample Size
Go
Created Frequency Factor in Gumbel's Equation for Practical Use
Go
Created Frequency Factor when Variate 'x' with respect to Return Period is Given
Go
Created Gumbel's Variate 'x' with Recurrence Interval for Practical Use
Go
Created Mean Variate when Variate 'x' with Recurrence Interval for Practical Use is Given
Go
Created Reduced Mean when Frequency Factor is Given
Go
Created Reduced Standard Deviation when Variate is Given
Go
Created Reduced Variate when Frequency Factor is Given
Go
Created Reduced Variate with respect to Return Period
Go
Created Reduced Variate with respect to Return Period when Frequency Factor is Given
Go
Created Reduced Variate 'Y' for a Given Return Period
Go
Created Reduced Variate 'Y' in Gumbel's Method
Go
Verified Diameter of Pipe when Head Loss over the Length of Pipe with Discharge is Given
Go
Verified Diameter of Pipe when Pressure Drop over the Length of Pipe is Given
Go
Verified Mean Velocity of Flow when Pressure Drop over the Length of Pipe is Given
Go
Verified Pressure Drop over the Length of Pipe
Go
Verified Specific Weight of Liquid when Head Loss over the Length of Pipe with Discharge is Given
Go
16 More Hagen–Poiseuille Equation Calculators
Go
Created Form Number
Go
Created Lunar-Solar Constituent when Form Number is Given
Go
Created Principal Lunar Diurnal Constituent when Form Number is Given
Go
Created Principal Lunar Semi-Diurnal Constituent when Form Number is Given
Go
Created Principal Solar Semi-Diurnal Constituent when Form Number is Given
Go
Created Radian Frequencies for the Prediction of Tides
Go
Created Time Period of the nth Contribution of Tide Prediction when Radian Frequencies is Given
Go
Created 28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given
Go
Created Bar Diameter when Development Length for a Hooked Bar is Given
Go
Created Development Length for a Hooked Bar
Go
Verified Multiplier for allowable stress when flange bending stress does not exceed the allowable stress
Go
Verified Conjugate Depth y1 when Froude Number Fr1 is Given
Go
10 More Hydraulic Jump in Rectangular Channel Calculators
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Created Discharge at t=0
Go
Created Discharge at t=0 in an alternative form of Exponential Decay
Go
Created Discharge in Alternative form of Exponential Decay
Go
Created Discharge when Recession Constant is Known
Go
Created Discharge when Storage is Given
Go
Created Recession Constant for Base Flow
Go
Created Recession Constant for Interflow
Go
Created Recession Constant for Surface Storage
Go
Created Storage Remaining at any Time
Go
Created The Recession Constant
Go
Created Change in Storage in Muskingum Method of Routing
Go
Created Equation for Linear Storage
Go
Created Muskingum Equation
Go
Created Muskingum Routing Equation
Go
Created Outflow at the Beginning of Time Interval in Muskingum Continuity Equation
Go
Created Outflow when Linear Storage is Given
Go
Created Storage in the Beginning of Time Interval
Go
Created Storage in the Beginning of Time Interval in Continuity equation for the Reach
Go
Created Storage in the End of Time Interval in Continuity equation for the Reach
Go
Created Storage in the End of Time Interval in Muskingum Method of Routing
Go
Created Coefficient of Discharge when Outflow is Given
Go
Created Effective Length of the Spillway Crest when Outflow is Given
Go
Created Head over the Spillway when Outflow is Given
Go
Created Outflow in Spillway
Go
Created Daily Groundwater Inflow
Go
Created Daily Seepage Outflow
Go
Created Daily Surface Inflow into the Lake
Go
Created Daily Surface Outflow from the Lake
Go
Created Daily Transpiration Loss
Go
Created Increase in Lake Storage in a day
Go
Created Equation for Runoff for Deccan Plateau
Go
Created Equation for Runoff for Ghat Regions of Western India
Go
Created Precipitation when Runoff is Given for Ghat Regions of Western India
Go
Created Air Transport Movement Per Aircraft
Go
Created Airline Industry Wages
Go
Created Average Trip Length when Passenger Enplanements is Given
Go
Created Jet Fuel Price when Yield is Given
Go
Created Passenger Enplanements
Go
Created Real Gross National Product
Go
Created Real Yield when Revenue Passenger Miles is Given
Go
Created Regression Model Formulation for Yield
Go
Created Revenue Passenger Miles
Go
Created Revenue Passenger Miles when Passenger Enplanements is Given
Go
Created Duration of Rainfall when Interception Loss is Given
Go
Created Evaporation Rate when Interception Loss is Given
Go
Created Interception Loss
Go
Created Interception Storage when Interception Loss is Given
Go
Created Ratio of Vegetal Surface Area to its Projected Area when Interception Loss is Given
Go
Verified Force exerted on Tank due to Jet
Go
7 More Jet Propulsion of Orifice Tank Calculators
Go
Verified Absolute Velocity of the Issuing Jet when Propelling Force is Given
Go
Verified Head Loss Due to Friction Loss
Go
Verified Propelling Force
Go
Verified Weight of Water when Head Loss Due to Friction is Given
Go
Verified Weight of Water when Propelling Force is Given
Go
17 More Jet Propulsion of Ships Calculators
Go
Verified Cross Sectional Area when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Verified Force Exerted on the Plate in the Direction of Flow of Jet
Go
Verified Force Exerted on the Plate in the Direction of Flow of Jet when theta is 0
Go
Verified Force Exerted on the Plate in the Direction of Flow of Jet when theta is 90
Go
Verified Specific Gravity when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Verified Specific Weight when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Verified Velocity when Force Exerted on the Plate in the Direction of Flow of Jet is given
Go
Verified Area of Cross Section when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Verified Area of Cross Section when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Verified Force Exerted by the Jet on the Vane in the X-Direction
Go
Verified Force Exerted by the Jet on the Vane in the Y-Direction
Go
Verified Specific Gravity when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Verified Specific Gravity when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Verified Specific Weight when Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Verified Specific Weight when Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Verified Velocity When Force Exerted by the Jet on the Vane in the X-Direction is given
Go
Verified Velocity When Force Exerted by the Jet on the Vane in the Y-Direction is given
Go
Created Annual Sediment Yield Rate
Go
Created Catchment Area when Annual Sediment Yield Rate is Given
Go
Created Catchment Area when Volume of Sediment Yield per Year from a Catchment Area is Given
Go
Created Volume of Sediment Yield per Year from a Catchment Area
Go
Created Annual Sediment Yield Rate
Go
Created Area of the Catchment when Volume of Sediment Yield per year from the Catchment is Given
Go
Created Catchment Area when Annual Sediment Yield Rate is Given
Go
Created Volume of Sediment Yield per year from the Catchment
Go
Created Mean Monthly Temperature of the Catchment when Monthly Losses is Given
Go
Created Monthly Losses when Mean Monthly Temperature of the Catchment is Given
Go
Created Monthly Losses when Monthly Runoff is Given
Go
Created Monthly Precipitation when Monthly Runoff is Given
Go
Created Monthly Runoff
Go
Created Runoff when Precipitation is Given
Go
Created Kinetic Energy due to Particle Motion
Go
Created Wave Height when Kinetic Energy due to Particle Motion is Given
Go
Created Wave Length when Kinetic Energy due to Particle Motion is Given
Go
Created Kirpich Adjustment Factor
Go
Created Maximum Length of Travel of Water
Go
Created Return Period when Rainfall Intensity is Given
Go
Created Slope of the Catchment when Time of Concentration is Given
Go
Created Time of Concentration
Go
Created Time of Concentration
Go
Verified Specific Weight of Sphere when Terminal Fall Velocity is Given
Go
24 More Laminar Flow Around A Sphere–Stokes’ Law Calculators
Go
Verified Discharge when Mean Velocity of Flow is Given
Go
Verified Discharge when viscosity is given
Go
Verified Distance between Plates when Discharge is Given
Go
Verified Distance between Plates when Maximum Velocity between Plates is Given
Go
Verified Distance Between Plates when Mean Velocity of Flow is Given
Go
Verified Distance Between Plates when Mean Velocity of Flow with Pressure Gradient is Given
Go
Verified Distance Between Plates when Velocity Distribution Profile is Given
Go
Verified Dynamic Viscosity when Maximum Velocity between Plates is Given
Go
Verified Dynamic Viscosity when Velocity Distribution Profile is Given
Go
Verified Maximum Shear Stress in fluid
Go
Verified Maximum Velocity between Plates
Go
Verified Mean Velocity of Flow when Pressure Difference is Given
Go
Verified Pressure Gradient when Maximum Velocity between Plates is Given
Go
Verified Pressure Gradient when Velocity Distribution Profile is Given
Go
25 More Laminar Flow Between Parallel Plates–Both Plates At Rest Calculators
Go
Verified Diameter of Section when Discharge per unit channel width is Given
Go
Verified Diameter of Section when Mean Velocity of flow is Given
Go
Verified Discharge per unit channel width
Go
Verified Dynamic Viscosity when Mean Velocity of flow in section is Given
Go
Verified Slope of Channel when Discharge per unit Channel Width is Given
Go
Verified Slope of Channel when Mean Velocity of flow is Given
Go
Verified Specific Weight of Liquid when Discharge per unit channel width is Given
Go
18 More Laminar Flow of Fluid in an Open Channel Calculators
Go
Created Additional Distance required for Turns when Distance between the Center lines is Given
Go
Created Distance between the Center lines of the Runway and a Parallel Taxiway
Go
Created Equation for Landing Distance
Go
Created Stopping Distance when Landing Distance is Given
Go
Verified Characteristic Length when Seat Load on Rail is Given
Go
Verified Maximum Contact Shear Stress
Go
Verified Maximum Load on Rail Seat
Go
Verified Radius of Wheel when Shear Stress is Given
Go
Verified Section Modulus of Rail when Seat Load is Given
Go
Verified Sleeper Spacing when Seat Load on Rail is Given
Go
Verified Slip of Wheel
Go
Verified Static Wheel Load when Shear Stress is Given
Go
Verified Wheel Load when Seat Load is Given
Go
Verified Allowable Design Strength
Go
Verified Nominal Strength if Allowable Design Strength is Given
Go
Created Dimensionless Wave Speed
Go
Created Equation for Constant A
Go
Created Guo Formula of Linear Dispersion Relation for Mean Depth
Go
Created Guo Formula of Linear Dispersion Relation for Wave Number
Go
Created Radian Frequency of the Wave
Go
Created Radian Frequency of the Waves
Go
Created Radian Frequency of the Waves when Equation for Constant A is Given
Go
Created Relative Wavelength
Go
Created Velocity of Propagation in Linear Dispersion Relation
Go
Created Velocity of Propagation in Linear Dispersion Relation when Wavelength is Given
Go
Created Wave Height when Equation for Constant A is Given
Go
Created Wave Number of Convenient Empirical Explicit Approximation
Go
Created Wave Period when Radian Frequency of the Waves is Given
Go
Created Wavelength when Wave Number is Given
Go
Verified Angle of Inclination of Free Surface
Go
Verified Atmospheric Pressure when Pressure at any point in Liquid is Given
Go
Verified Constant Horizontal Acceleration when Angle of Inclination of Free Surface is Given
Go
Verified Total Force exerted at any Section of the Container
Go
Verified Vertical Depth Below Surface when Gauge Pressure at any point in Liquid is Given
Go
10 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators
Go
Verified Critical Elastic Moment
Go
Verified Critical Elastic Moment for Box Sections and Solid Bars
Go
11 More Load and Resistance Factor Design for Building Beams Calculators
Go
Verified Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go
Verified Steel yield strength for Compact Section for LFD when Minimum Web Thickness is Given
Go
Verified Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given
Go
Verified Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given
Go
Verified Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given
Go
27 More Load Factor Design for Bridge Beams Calculators
Go
Created Adjusted Coefficient of Skew
Go
Created Coefficient of Skew of Variate Z when Adjusted Coefficient of Skew is Given
Go
Created Equation for Base Series of Z Variates
Go
Created Equation for Z Series for any Recurrence Interval
Go
Created Frequency Factor when Z series for Recurrence Interval is Given
Go
Created Kinematic Viscosity when Specific or Intrinsic Permeability is Given
Go
Created Mean Series of Z Variates when Z series for Recurrence Interval is Given
Go
Created Sample Size when Adjusted Coefficient of Skew is Given
Go
Verified Moment of Inertia
Go
Verified Web Thickness when Moment of Inertia is Given
Go
Created Dalton‘s Law Considering the effect of wind
Go
Created Dalton's Law of Evaporation
Go
Created Formula for Pan coefficient
Go
Created Vapour Pressure of air when Evaporation is given in Dalton's law
Go
Created Vapour Pressure of water at a given temperature when Evaporation given in Dalton's Law
Go
Verified Average Investment if Salvage Value is not 0
Go
Verified Average Investment when Salvage value is 0
Go
Verified Book value for New Machine
Go
Verified Capacity of Crankcase when Quantity of Oil is Determined
Go
Verified Capital Cost when Salvage Value is 0
Go
Verified Depreciation Cost when Straight Line Method is Assumed
Go
Verified Horse Power when Quantity of Oil is Given
Go
Verified Hourly Cost Worker
Go
Verified Hourly Depreciation
Go
Verified Life Span of Machine
Go
Verified Quantity of Lubricating Oil
Go
Created Duration when Extreme Rainfall Depth is Given
Go
Created Duration when Maximum Intensity is Given
Go
Created Extreme Rainfall Depth
Go
Created Maximum Intensity in General Form
Go
Created Pan Evaporation Loss
Go
Created Return Period When Maximum Intensity is Given
Go
Created Weightage to the Stations
Go
Created Recharge from Rainfall in Alluvial East Coast Areas for Known Maximum Rainfall Factor
Go
Created Recharge from Rainfall in Alluvial Indo-Gangetic and Inland Areas for Known Max Rainfall Factor
Go
Created Recharge from Rainfall in Alluvial West Coast Areas for Known Maximum Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone for Maximum Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Granulite facies for Known Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Laterite for Known Maximum Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with low Clay Content for Known Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Massive poorly fractured Rocks
Go
Created Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for Known Max Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Semi-Consolidated Sandstone for Max Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with significant Clay Content for Known Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt for Max Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Weathered Basalt for Known Maximum Rainfall Factor
Go
Created Possible Recharge in Clayey Alluvial Areas for Maximum Value of Specific Yield
Go
Created Possible Recharge in Hard Rock Areas with Karstified Limestone for Maximum Specific Yield
Go
Created Possible Recharge in Hard Rock Areas with Laterite for Maximum Specific Yield
Go
Created Possible Recharge in Hard Rock Areas with Limestone for Maximum Specific Yield
Go
Created Possible Recharge in Hard Rock Areas with Low Clay Content for Maximum Value of Specific Yield
Go
Created Possible Recharge in Hard Rock Areas with Massive, Poorly Fractured Rock for Maximum Specific Yield
Go
Created Possible Recharge in Hard Rock Areas with Phyllites, Shales for Maximum Specific Yield
Go
Created Possible Recharge in Hard Rock Areas with Quartzite for Maximum Specific Yield
Go
Created Possible Recharge in Hard Rock Areas with Sandstone for Maximum Specific Yield
Go
Created Possible Recharge in Hard Rock Areas with Significant Clay Content for Maximum Specific Yield
Go
Created Possible Recharge in Hard Rock Areas with Weathered Jointed Basalt for Maximum Specific Yield
Go
Created Possible Recharge in Sandy Alluvial Areas for Maximum Value of Specific Yield
Go
Created Possible Recharge in Silty Alluvial Areas for Maximum Value of Specific Yield
Go
Created Equation for Daily Lake Evaporation
Go
Created Meyer‘s formula
Go
Created Rohwer‘s formula
Go
Created Transpiration ratio
Go
Created Water Consumed by Transpiration
Go
Created Capillary Suction when Infiltration Capacity is Given
Go
Created Cumulative Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given
Go
Created Darcy's Hydraulic Conductivity when Infiltration Capacity is Given
Go
Created Darcy's Hydraulic Conductivity when Infiltration Capacity is Given from Green-Ampt Equation
Go
Created Darcy's Hydraulic Conductivity when Infiltration Capacity is Given from Philip's Equation
Go
Created Equation for Infiltration Capacity
Go
Created Green-Ampt Equation
Go
Created Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given
Go
Created Infiltration rate by Horton's equation
Go
Created Kostiakov Equation
Go
Created Philip's Equation
Go
Created Porosity of the Soil when Infiltration Capacity is Given from Green-Ampt Equation
Go
Created Sorptivity when Cumulative Infiltration Capacity is Given from Philip's Equation
Go
Created Sorptivity when Infiltration Capacity is Given
Go
Created Average Stream Velocity when Minimum Weight is Given
Go
Created Average Velocity in Moderately Deep Streams
Go
Created Average Velocity in Rivers having Flood Flows
Go
Created Depth of Flow at the Vertical when Sounding Weights is Given
Go
Created Distance Travelled when Surface Velocity is Given
Go
Created Flow Velocity
Go
Created Moving-Boat Velocity
Go
Created Moving-Boat Velocity when Width Between Two Verticals is Given
Go
Created Partial Discharge in the Sub-Area Between Two Verticals when Flow Velocity is Given
Go
Created Partial Discharge in the Sub-Area Between Two Verticals when Resultant Velocity is Given
Go
Created Resultant Velocity when Flow Velocity is Given
Go
Created Resultant Velocity when Moving-Boat Velocity is Given
Go
Created Revolutions Per Second of the Horizontal-Axis Meter when Stream Velocity is Given
Go
Created Sounding Weights
Go
Created Stream Velocity at the Instrument Location
Go
Created Surface Velocity
Go
Created Surface Velocity when Average Velocity is Given
Go
Created Time of Distance Travelled when Surface Velocity is Given
Go
Created Time of Transit Between Two Verticals when Width Between Verticals is Given
Go
Created Velocity Distribution in a Rough Turbulent Flow
Go
Created Width Between Two Verticals
Go
Created Recharge from Rainfall in Hard Rock Areas of Significant Clay content for Known Min Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone
Go
Created Recharge from Rainfall in Hard Rock Areas with Granulite Facies for Known Minimum Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Laterite for Known Min Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Low Clay content for Known Minimum Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Massive poorly Fractured Rocks
Go
Created Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for known Min Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Semi-Consolidated Sandstone for Min Rainfall Factor
Go
Created Recharge from Rainfall in Hard Rock Areas with Vesicular and jointed Basalt
Go
Created Recharge from Rainfall in Hard Rock Areas with Weathered Basalt
Go
Created Recharge from Rainfall in Indo-Gangetic and Inland Alluvial Areas for Known Minimum Rainfall Factor
Go
Created Recharge from Rainfall in Silty Alluvial Areas for Known Minimum Rainfall Factor
Go
Created Recharge from Rainfall in West-Coast Alluvial Areas for Known Minimum Rainfall Factor
Go
Created Possible Recharge in Clayey Alluvial Area when Minimum value of Specific Yield for the Area is Known
Go
Created Possible Recharge in Hard Rock Area with Kartstified Limestone for known Minimum Specific Yield
Go
Created Possible Recharge in Hard Rock Area with Laterite for Minimum Specific Yield of the Area
Go
Created Possible Recharge in Hard Rock Area with Limestone for known Minimum Specific Yield of the Area
Go
Created Possible Recharge in Hard Rock Area with Low Clay Content for known Minimum value of Specific Yield
Go
Created Possible Recharge in Hard Rock Area with Massive, poorly fractured Rock
Go
Created Possible Recharge in Hard Rock Area with Phyllites, Shales for known Minimum Specific Yield
Go
Created Possible Recharge in Hard Rock Area with Quartzite for known Minimum Specific Yield of the Area
Go
Created Possible Recharge in Hard Rock Area with Sandstone for Minimum Specific Yield of the Area
Go
Created Possible Recharge in Hard Rock Area with significant Clay Content
Go
Created Possible Recharge in Hard Rock Area with Weathered or Vesicular, Jointed Basalt
Go
Created Possible Recharge in Sandy Alluvial Area when Minimum value of Specific Yield for the Area is Known
Go
Created Possible Recharge in Silty Alluvial Area when Minimum value of Specific Yield for the Area is Known
Go
Created Flow Through any Square from Darcy's law for Ground Water Flow Nets
Go
Created Flow Through any Square when Total Flow is Given
Go
Created Number of Squares Through Which the Flow occurs when Total Flow is given
Go
Created Quantity of Water in Steady-State Unsaturated Flow in the Direction of Downward Movement
Go
Created Quantity of Water in Steady-State Unsaturated Flow in the Direction of Upward Movement
Go
Created Total Flow through any Set or Group of Equipotential Lines
Go
Created Constant of Proportionality when Travel by Air Passengers between Cities i and j is Given
Go
Created Distance between Cities i and j when Travel by Air Passengers between the Cities is Given
Go
Created Indicator of Attraction to City j when Travel by Air Passengers between the Cities is Given
Go
Created Indicator of Road Condition around City i when Travel by Air Passengers between the Cities is Given
Go
Created Percent of Manufacturing and Retail Employment of Total Employment at i
Go
Created Percent of Manufacturing and Retail Employment of Total Employment at J
Go
Created Population at City i when Travel by Air Passengers between Cities i and j is Given
Go
Created Population at city j when Travel by Air Passengers between Cities i and j is Given
Go
Created Seats Available between i and j when Travel by Air Passengers between the Cities is Given
Go
Created Service Reliability Indicator when Travel by Air Passengers between the Cities is Given
Go
Created Travel by Air Passengers between Cities i and j
Go
Created Storage at the Beginning of Time Interval in Modified Pul's Method
Go
Created Storage at the End of Time Interval in Modified Pul's Method
Go
Created Crop Management Factor when Sediment Yield from an Individual Storm is Given
Go
Created Equation for Suspended Sediment Load
Go
Created Peak Rate of Runoff when Sediment Yield from an Individual Storm is Given
Go
Created Sediment Yield from an Individual Storm
Go
Created Soil Erodibility Factor when Suspended Sediment Load is Given
Go
Created Storm Runoff Volume when Sediment Yield from an Individual Storm is Given
Go
Created Stream Flow Discharge when Suspended Sediment Load is Given
Go
Created Support Cultivation Practice when Sediment Yield from an Individual Storm is Given
Go
Created Topographic Factor when Sediment Yield from an Individual Storm is Given
Go
Verified Bending-Moment Capacity of Ultimate Strength when Beam Width is Given
Go
1 More Moment Capacity Calculators
Go
Verified Density of Liquid when Output Power is Given
Go
Verified Density of Liquid with absolute velocity when Power Lost is Given
Go
Verified Density of Liquid with relative velocity when Power Lost is Given
Go
Verified Flow Velocity when Power Lost is Given
Go
Verified Jet Velocity when Output Power is Given
Go
Verified Jet Velocity when Power Lost is Given
Go
Verified Output Power when Rate of Flow through Propeller is Given
Go
Verified Power Lost
Go
Verified Rate of Flow when Output Power is Given
Go
Verified Rate of Flow when Power Lost is Given
Go
17 More Momentum Theory of Propellers Calculators
Go
Created Equation for Sediment Delivery Ratio
Go
Created Watershed Length when Sediment Delivery Ratio is Given
Go
Created Watershed Relief when Sediment Delivery Ratio is Given
Go
Created Airline Service (Weekly Departing Flights) from Airport 1
Go
Created Airline Service (Weekly Departing Flights) from Airport 1 from the Utility Function
Go
Created Airline Service (Weekly Departing Flights) from Airport 2,3
Go
Created Airline Service (Weekly Departing Flights) from Airport 2,3 from the Utility Function
Go
Created Model Formulation for International Passenger Forecasts developed by IATA
Go
Created Model Formulation for International Passenger Forecasts developed by IATA
Go
Created Percent of Passengers from the Utility Function
Go
Created Percent of Passengers in Analysis Zone using Airports 1, 2 and 3
Go
Created Percent of Passengers in Analysis Zone using Airports 2 and 3
Go
Created Percent of Passengers in Analysis Zone using Airports 2 and 3 from the Utility Function
Go
Created Travel Times from Analysis Zone to Airports 1 from the Utility Function
Go
Created Travel Times from Analysis Zone to Airports 1 when Percent of Passengers is Known
Go
Created Travel Times from Analysis Zone to Airports 2,3
Go
Created Travel Times from Analysis Zone to Airports 2,3 from the Utility Function
Go
Created Allowable Load per Inch of Penetration into Member Receiving Point
Go
Created Diameter of Nail or Spike when Allowable Load per Inch is Given
Go
Created Total Allowable Lateral Load for a Nail or Spike
Go
Created Equation for Inflow from the Continuity Equation
Go
Created First Moment of the DRH about the Time Origin divided by the Total Direct Runoff
Go
Created First Moment of the ERH about the Time Origin divided by the Total Effective Rainfall
Go
Created First Moment of the ERH when Second Moment of the DRH is Given
Go
Created First Moment of the Instantaneous Unit Hydrograph (IUH) about the Origin
Go
Created Ordinates of Instantaneous Unit Hydrograph(IUH) representing the IUH of a Catchment
Go
Created Outflow in the First Reservoir
Go
Created Outflow in the n'th Reservoir
Go
Created Outflow in the Second Reservoir
Go
Created Outflow in the Third Reservoir
Go
Created Second Moment of the DRH about the Time Origin divided by the Total Direct Runoff
Go
Created Second Moment of the ERH about the Time Origin divided by the Total Excess Rainfall
Go
Created Second Moment of the Instantaneous Unit Hydrograph (IUH) about the Origin
Go
Created Change in Storage Volumes
Go
Created Natural Flow Volume
Go
Created Net Evaporation Losses from Reservoir on the Stream
Go
Created Net Export of Water from the Basin
Go
Created Observed Flow Volume at Terminal Site when Natural Flow Volume is Given
Go
Created Volume Diverted Out of the Stream
Go
Created Volume of Return Flow
Go
Created First Type of Mean Fluid Speed
Go
Created Mean Depth in Stokes’ Second Approximation to Wave Speed if there is no Mass Transport
Go
Created Mean Depth when Second Type of Mean Fluid Speed is Given
Go
Created Mean Depth when Ursell number is Given
Go
Created Relative Height of the Highest Wave as a function of Wavelength obtained by Fenton
Go
Created Second Type of Mean Fluid Speed
Go
Created Stokes’ Second Approximation to the Wave Speed if there is no Mass Transport
Go
Created Ursell Number
Go
Created Volume Flow Rate in Stokes’ Second Approximation to Wave Speed if there is no Mass Transport
Go
Created Volume Flow Rate per unit Span Underneath the Waves when Second Type of Mean Fluid Speed is Given
Go
Created Wave Height when Ursell number is Given
Go
Created Wave Speed when First Type of Mean Fluid Speed is Given
Go
Created Wave Speed when Second First Type of Mean Fluid Speed is Given
Go
Created Wavelength when Ursell number is Given
Go
Created Average Conveyance of the Channel for Non-Uniform Flow
Go
Created Average Energy Slope when Average Conveyance for Non-Uniform Flow is Known
Go
Created Average Energy Slope when Frictional Loss is Given
Go
Created Conveyance of the Channel for Non-Uniform Flow for End Sections at (1)
Go
Created Conveyance of the Channel for Non-Uniform Flow for End Sections at (2)
Go
Created Conveyance of the Channel when Discharge in Non-Uniform Flow is Given
Go
Created Discharge in Non-Uniform Flow by Conveyance Method
Go
Created Eddy Loss for Abrupt Contraction Channel Transition
Go
Created Eddy Loss for Abrupt Expansion Channel Transition
Go
Created Eddy Loss for Gradual Contraction Channel Transition
Go
Created Eddy Loss for Gradual Expansion Channel Transition
Go
Created Eddy Loss for Non-Uniform Flow
Go
Created Frictional Loss when Average Energy Slope is Given
Go
Created Length of Reach when Average Energy Slope is Given for Non-uniform Flow
Go
Created Slope of Energy when Discharge in Non-Uniform Flow is Given
Go
Created Clearway Distance
Go
Created Clearway Distance when Field Length is Given
Go
Created Clearway Distance when Takeoff Run is Given
Go
Created Field Length
Go
Created Full Strength Pavement Distance when Field Length is Given
Go
Created Lift off Distance when Clearway Distance is Given
Go
Created Takeoff Distance when Clearway Distance is Given
Go
Created Takeoff Distance when Takeoff Run is Given
Go
Created Takeoff Run
Go
Verified Ultimate Shear Connector Strength when Number of Connectors in Bridges is Given
Go
17 More Number of Connectors in Bridges Calculators
Go
Created Depression Head when Flow Discharge into the Well is Given
Go
Created Flow Discharge into the Well
Go
Created Proportionality Constant when Flow Discharge into the Well is Given
Go
Verified Tension at Midspan when Parabolic Equation for the Cable Slope is Given
Go
2 More Parabola Calculators
Go
Created Partial Duration Series
Go
Created Datum Length of the Aircraft when Deviation of Main Undercarriage is Given
Go
Created Deviation of Main Undercarriage
Go
Created Length when Potential Energy due to the Deformation of the Free Surface is Given
Go
Created Potential Energy due to the Deformation of the Free Surface
Go
Created Potential Energy per unit width in one wave
Go
Created Surface Elevation when Potential Energy due to the Deformation of the Free Surface is Given
Go
Created Wave Height when Potential Energy per Unit Width in One Wave is Given
Go
Created Wavelength when Potential Energy per Unit Width in One Wave is Given
Go
Created Potential Evapotranspiration of Cotton
Go
Created Potential Evapotranspiration of Dense Natural Vegetation
Go
Created Potential Evapotranspiration of Light Natural Vegetation
Go
Created Potential Evapotranspiration of Maize
Go
Created Potential Evapotranspiration of Medium Natural Vegetation
Go
Created Potential Evapotranspiration of Potatoes
Go
Created Potential Evapotranspiration of Rice
Go
Created Potential Evapotranspiration of Sugarcane
Go
Created Potential Evapotranspiration of Very Dense Vegetation
Go
Created Potential Evapotranspiration of Wheat
Go
Created Corrected Precipitation at any Time Period at Station 'X'
Go
Created Corrected Slope of the Double-Mass Curve
Go
Created Correction Ratio in the Test for Consistency of Record
Go
Created Depth of Rainfall when Volume of Rainfall is given
Go
Created Dredge or Burge formula
Go
Created Evaporation when Precipitation is known.
Go
Created Intensity of Rainfall When Radar-Echo Factor is Known
Go
Created Optimum number of Rain Gauge Stations
Go
Created Original Recorded Precipitation when Corrected Precipitation at any Time Period is Given
Go
Created Original Slope of the Double-Mass Curve when Corrected Precipitation is Given
Go
Created Precipitation
Go
Created Radar Echo Factor When Intensity is Known
Go
Created Radar Measurement of Rainfall
Go
Created Runoff when Precipitation is known.
Go
Created Statistical approach of PMP by using Chow’s equation
Go
Created Total Runoff over a catchment
Go
Created Volume of Rainfall
Go
Created Significant Wave Period from Bretschneider Empirical Relationships
Go
3 More Predicting Waves in Deep Water Calculators
Go
Created Number of Air Trips in year t in Trip Category i
Go
Created Real Cost of Fares in year t when Number of Air Trips in year t in Trip Category is Given
Go
Created Real Income in year t when Number of Air Trips in year t in Trip Category is Given
Go
Created Regression Constant when Number of Air Trips in year t in Trip Category is Given
Go
Verified Length of Prism when Total Pressure by the Volume of Prism is given
Go
Verified Pressure Intensity for Top Edge of the Plane Surface
Go
Verified Specific Weight when Pressure Intensity for Top Edge of the Plane Surface is given
Go
Verified Specific Weight when Total Pressure by the Volume of Prism is given
Go
Verified Total Pressure by the Volume of Prism
Go
Verified Verical Depth (h1) when Pressure Intensity for Top Edge of the Plane Surface is given
Go
Verified Vertical Depth (h1) when Total Pressure by the Volume of Prism is given
Go
Verified Vertical Depth (h2) when Total Pressure by the Volume of Prism is given
Go
4 More Pressure Diagram Calculators
Go
Verified Earliest Expected Occurrence Time of Event i
Go
Verified Earliest Expected Occurrence Time of Event j
Go
Verified Expected Time of Activity i-j
Go
Verified Expected Time when Probability Factor is Known
Go
Verified Least Allowable Occurrence Time of Event i
Go
Verified Least Allowable Occurrence Time of Event j
Go
Verified Mean or Expected Time
Go
Verified Most Likely Time when Expected Time is Known
Go
Verified Optimistic Time when Expected Time is Known
Go
Verified Optimistic Time when Standard Deviation is Known
Go
Verified Pessimistic Time when Expected Time is Known
Go
Verified Pessimistic Time when Standard Deviation is Known
Go
Verified Probability Factor
Go
Verified Scheduled Time when Probability Factor is Known
Go
Verified Slack of an Event i/j
Go
Verified Standard Deviation of an Activity
Go
Verified Standard Deviation when Probability Factor is Given
Go
Verified Average Proportion Non-Confirming
Go
Verified Coefficient of Variation
Go
Verified Number Non-Confirming in the Sample
Go
Verified Number of Defective Units when RN is Known
Go
Verified Number of Units Tested when RN is Known
Go
Verified Proportion Non-Confirming in Sample
Go
Verified Reliability Number
Go
1 More Quality Control in Construction Calculators
Go
Created Bending Moment when Radial Stress in a Member is Given
Go
Created Cross Section Depth when Radial Stress in a Member is Given
Go
Created Cross Section Width when Radial Stress in a Member is Given
Go
Created Curvature Factor for Adjustment in Design Value for Curved Portions of Wood
Go
Created Radial Stress Induced by Bending Moment in a Member
Go
Created Radius of Curvature when Radial Stress in a Member is Given
Go
Created Equation for Kinetic Energy of the Storm
Go
Created Kinetic Energy of the Storm when Rainfall Erosion Index Unit of a Storm is Given
Go
Created Maximum 30 minutes Rainfall Intensity when Rainfall Erosion Index Unit of a Storm is Given
Go
Created Catchment Area when Recharge from Rainfall is Given
Go
Created Normal Rainfall in Monsoon Season when Recharge from Rainfall is Given
Go
Created Rainfall Infiltration Factor when Recharge from Rainfall is Given
Go
Created Recharge from Rainfall in Monsoon Season by Rainfall Infiltration Method
Go
Created Antecedent Precipitation Index
Go
Created Equation of the Straight-line regression between Runoff and Rainfall
Go
Created Exponential Relationship for Larger Catchments
Go
Created Precipitation when Runoff is Given in Straight-line regression between Runoff and Rainfall
Go
Created Runoff-Rainfall Regression by Logarithmic Transformation
Go
Verified Shoulder Width when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given
Go
6 More Rainwater Accumulation and Drainage on Bridges Calculators
Go
Created Coefficient of Runoff when Peak Discharge for Field Application is Given
Go
Created Coefficient of Runoff when the Peak Value is Given
Go
Created Drainage Area when Peak Discharge for Field Application is Given
Go
Created Drainage Area when Peak Runoff is Given
Go
Created Intensity of Precipitation when Peak Discharge for Field Application is Given
Go
Created Intensity of Rainfall when Peak Runoff is Given
Go
Created Peak Discharge for Field Application
Go
Created The Peak Value of Runoff
Go
Created Recharge from Rainfall in Alluvial Indo-Gangetic and Inland Areas
Go
Created Recharge from Rainfall in East Coast Alluvial Areas
Go
Created Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone
Go
Created Recharge from Rainfall in Hard Rock Areas with Granulite Facies
Go
Created Recharge from Rainfall in Hard Rock Areas with Laterite
Go
Created Recharge from Rainfall in Hard Rock Areas with Low Clay Content
Go
Created Recharge from Rainfall in Hard Rock Areas with Massive Poorly Fractured Rocks
Go
Created Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales
Go
Created Recharge from Rainfall in Hard Rock Areas with Semi-Consolidated Sandstone
Go
Created Recharge from Rainfall in Hard Rock Areas with Significant Clay Content
Go
Created Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt
Go
Created Recharge from Rainfall in Hard Rock Areas with Weathered Basalt
Go
Created Recharge from Rainfall in West Coast Areas based on Recommended Rainfall Infiltration Factor
Go
Created Possible Recharge in Clayey Alluvium Areas based on the Known norms of Specific Yield
Go
Created Possible Recharge in Hard Rock Areas of massive Poorly fractured Rocks
Go
Created Possible Recharge in Hard Rock Areas with karstified Limestone
Go
Created Possible Recharge in Hard Rock Areas with Laterite
Go
Created Possible Recharge in Hard Rock Areas with Limestone
Go
Created Possible Recharge in Hard Rock Areas with Phyllites, Shales when recommended specific Yield is Known
Go
Created Possible Recharge in Hard Rock Areas with Quartzite
Go
Created Possible Recharge in Hard Rock Areas with Sandstone
Go
Created Possible Recharge in Hard Rock Areas with Weathered or vesicular, Jointed Basalt
Go
Created Possible Recharge in Sandy Alluvium Areas based on the Known norms of Recommended Specific Yield
Go
Created Possible Recharge in Silty Alluvium Areas based on the Known norms of Recommended Specific Yield
Go
Created Possible Recharge in Weathered Hard Rock Areas with Low Clay content based on the Recommended Norms
Go
Created Possible Recharge in Weathered Hard Rock Areas with Significant Clay content based on the Norms
Go
Created Discharge when Slope is Given
Go
Created Equation for Residual Drawdown
Go
Created Equation for Residual Drawdown for small values of Distance and large values of Time
Go
Created Equation for Slope of Line
Go
Created Transmissivity when Slope is Given
Go
Verified Depth of Flow when Wetted Area for rectangle is Given
Go
12 More Rectangular Section Calculators
Go
Created Specific Capacity per unit Well Area of the Aquifer
Go
Created Area of the Well when Discharge from an Open Well is Given
Go
Created Area of the Well when Time Interval is Given
Go
Created Depression Head when Discharge from an Open Well is Given
Go
Created Discharge from an Open Well under a Depression Head
Go
Created Equation for Time Interval
Go
Created Proportionality Constant per unit Well Area of the Aquifer
Go
Created Specific Capacity per unit Well Area when Discharge from an Open Well is Given
Go
Verified Coefficient of roughness when flow quantity for a full flowing sewer is given
Go
Verified Energy loss when full flow velocity in sewer is given
Go
Verified Full flow velocity in sewer
Go
5 More Required flow velocity Calculators
Go
Created Average Reservoir Area During the Month when Volume of Water Lost in Evaporation is Given
Go
Created Pan Evaporation Loss when Volume of Water Lost in Evaporation in a Month is Given
Go
Created Relevant Pan Coefficient when Volume of Water Lost in Evaporation in a Month is Given
Go
Created Volume of Water Lost in Evaporation in a Month
Go
Created Actual Value of the Parameter M adopted in the Design of the Project when Safety Factor is Given
Go
Created Equation for Risk
Go
Created Equation for Risk when Return Period is Known
Go
Created Equation for Safety Factor
Go
Created Equation for Safety Margin
Go
Created Probability when Return Period is Given
Go
Created Reliability when Return Period is Given
Go
Created Reliability when Risk is Given
Go
Created Return Period when Probability is Given
Go
Created Risk when Reliability is Given
Go
Created Value of the Parameter M obtained from Hydrological Considerations when Safety Factor is Given
Go
Runoff (13)
Created Catchment Area when Drainage density is known
Go
Created Catchment Area when Stream Density is known
Go
Created Drainage Density
Go
Created Form Factor
Go
Created Form factor when Shape factor is given
Go
Created Form factor when Width of the Basin is given
Go
Created Length of all Streams when Drainage Density Given
Go
Created Length of Overland Flow
Go
Created Number of Streams when Stream Density is Known
Go
Created Shape Factor
Go
Created Stream Density
Go
Created Watershed Area when Shape factor is known
Go
Created Watershed Length when Shape Factor is known
Go
Created Ghyben-Herzberg Relationship for Depth of Freshwater Below Sea Level
Go
Created Height of the Water Table above Sea Level
Go
Verified Load when Production of Scrap by Machines is Given
Go
Verified Weight of Load when Quantity of Scrap Produced is Given
Go
23 More Scraper Production Calculators
Go
Created Base Length in SCS Triangular Unit Hydrograph
Go
Created Catchment Area when Peak Discharge is Given
Go
Created Duration of Effective Rainfall when Time of Peak is known
Go
Created Duration of Effective Rainfall when Time of Peak is Known
Go
Created Lag Time when Time of Peak is Given
Go
Created Peak Discharge
Go
Created Time of Concentration when Time of Peak is known
Go
Created Time of Peak
Go
Created Time of Peak
Go
Created Time of Peak when Base Length is Given
Go
Created Time of Peak when Peak Discharge is Given
Go
Created Time of Peak when Time of Recession is Given
Go
Created Time of Recession as Suggested in SCS
Go
Created Daily Runoff valid for Black Soils type I and all other soils having AMC of type I, II and III
Go
Created Daily Runoff valid for Black Soils under AMC of type I and II
Go
Created Actual Infiltration
Go
Created Cumulative Infiltration when Total Precipitation is Given
Go
Created Curve Number for Antecedent Moisture Condition-1
Go
Created Curve Number for Antecedent Moisture Condition-III
Go
Created Curve Number in terms of Potential Maximum Retention
Go
Created Daily Runoff in smaller Catchments under SCS
Go
Created Direct Surface Runoff when Total Precipitation is Given
Go
Created Equation for Potential Maximum Retention
Go
Created Initial Abstraction
Go
Created Initial Abstraction when Total Precipitation is Given
Go
Created Maximum Potential Runoff
Go
Created Potential Maximum Retention in terms of Curve Number
Go
Created Precipitation when Maximum Potential Runoff is Given
Go
Created Precipitation when Potential Maximum Retention is Given
Go
Created Water Balance Equation for Rainfall
Go
Created Area of the Catchment when Maximum rate of Discharge from S-Curve is Given
Go
Created Duration of ER when Maximum rate of Discharge from S-Curve is Given
Go
Created Equilibrium Discharge from S-Curve
Go
Created Maximum rate of Discharge from S-Curve
Go
Created Ordinates of unit hydrograph when S-Curve at time 't is Given
Go
Created S-Curve Addition
Go
Created S-Curve at time 't'
Go
Verified Fundamental Period for Steel Eccentrically Braced Frames
Go
Verified Lateral Seismic Force
Go
Verified Vertical Distribution Factor when Lateral Force is Known
Go
19 More Seismic Loads Calculators
Go
Created Inflow Volume when Net-Flow Volume is Given
Go
Created Net Flow Volume
Go
Created Outflow Volume when Net-Flow Volume is Given
Go
Verified Allowable Horizontal Shear for Individual Connector for over 2 million cycles
Go
11 More Shear Range Calculators
Go
Verified Nominal Reinforcement Shear Strength when Area of Steel in Vertical Stirrups is Given
Go
Created Nominal Reinforcement Shear Strength when Stirrup Area with Support Angle is Given
Go
Created Nominal Reinforcement Shear Strength when Stirrups Area for Inclined Stirrups is Given
Go
Created Shear Reinforcement Yield Strength when Stirrup Area with Support Angle is Given
Go
Created Stirrup Area when Stirrup Spacing for Practical Design is Given
Go
Created Stirrup Area when Support Angle is Given
Go
Created Stirrup Spacing for Practical Design
Go
Created Stirrups Area when Inclined Stirrups are Used
Go
5 More Shear Reinforcement Calculators
Go
Created Beach Slope when Breaking Wave is Given
Go
Created Breaking Wave
Go
Created Deep Water Wave Height when Shoaling Coefficient and Refraction Coefficient is Given
Go
Created Deep-water Wavelength when Wave Breaking is Given
Go
Created Distance between Two Rays at a General Point
Go
Created Radian Frequency for Deep Water
Go
Created Refraction Coefficient
Go
Created Refraction Coefficient when Relative Change of Wave Height is Given
Go
Created Shoaling Coefficient
Go
Created Wave Height at Breaking Point when Breaking Wave is Given
Go
Created Wave Height when Shoaling Coefficient and Refraction Coefficient is Given
Go
Created Drawdown in an Aquifer caused by Pumping at any Point in the Aquifer
Go
Created Drawdown in the Aquifer when Total Drawdown is Given
Go
Created Total Drawdown in a Pumping Well
Go
Created Total Drawdown in a Pumping Well expressed in terms of Factors related to Hydraulic Characteristics
Go
Created Well Loss when Total Drawdown is Given
Go
Verified Composite Sleeper Index
Go
Verified General Strength of Material when CSI is Given
Go
Verified Hardness of Material when CSI is Given
Go
Created Eddy Loss
Go
Created Frictional Loss
Go
Created Head Loss in the Reach
Go
Verified Roof Snow Load
Go
Verified Thermal Effects Factor When Roof Snow Load is Known
Go
Verified Wind Exposure Factor When Roof Snow Load is Known
Go
6 More Snow Loads Calculators
Go
Created Catchment Area when Peak Discharge for Nonstandard Effective Rainfall is Given
Go
Created Modified Basin Lag when Peak Discharge for Nonstandard Effective Rainfall is Given
Go
Created Peak Discharge for Nonstandard Effective Rainfall
Go
Created Regional Constant when Peak Discharge for Nonstandard Effective Rainfall is Given
Go
Verified Dry Density of Soil when Percent Compaction of Soil in Sand Cone Method is Given
Go
Verified Settlement of a Plate in Load Bearing Test
Go
23 More Soil Compaction Tests Calculators
Go
Verified Allowable Unit Load for Douglas Fir Lumber
Go
4 More Solid Rectangular or Square Columns with Flat Ends Calculators
Go
Created Balance Equation When Reduction in Natural Discharge Equals the Rate of Withdrawal
Go
Created Equation for Ground-water Storage When Recharge Exceeds Discharge
Go
Created Equation for Rate of Natural Discharge When the Cone of Depression Ceases to Expand
Go
Created Equation for Recharge When Discharge Exceeds Recharge
Go
Created Equation for Recharge When Recharge Exceeds Discharge
Go
Created Equation for the Varying Dimensionless Group u in Theis Equation
Go
Created Natural Discharge when Discharge Exceeds Recharge
Go
Created Natural Discharge When Recharge Exceeds Discharge
Go
Created Observed Drawdown in the Unconfined Aquifer
Go
Created Reduced Ground-water When Discharge Exceeds Recharge
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Created Specific Capacity
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Created Specific Capacity under Unsteady Drawdown Conditions
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Verified Area of Section Considering the Condition of Maximum Discharge
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22 More Specific Energy and Critical Depth Calculators
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Created Gauge Height when Discharge for Non-Alluvial Rivers is Given
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Created Relationship Between Stage and Discharge for Non-Alluvial Rivers
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Created Aircraft Gross Wing Area when Vehicle Speed Under Steady Flight Conditions is Given
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Created Aircraft Gross Wing Area when Vehicle Stalling Speed is Given
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Created Lift Coefficient when Vehicle Speed Under Steady Flight Conditions is Given
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Created Maximum Attainable Lift Coefficient is Given when Vehicle Stalling Speed is Given
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Created Vehicle Speed Under Steady Flight Conditions
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Created Vehicle Stalling Speed when Maximum Attainable Lift Coefficient is Given
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Created Change in Piezometric Head
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Created Change in Radial Distance
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Created Cylindrical Surface through which the Velocity of Flow Occurs
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Created Discharge at the Edge of the Zone of Influence
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Created Discharge entering the Cylindrical Surface to the Well Discharge
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Created Equilibrium Equation for Flow in a Confined Aquifer in terms of Drawdown at the Observation Well
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Created Thiem's Equilibrium Equation for the Steady Flow in a Confined Aquifer
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Created Transmissivity when Discharge at the Edge of the Zone of Influence
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Created Velocity of flow by Darcy's Law at a Radical Distance
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Verified Dynamic Viscosity when Discharge through Pipe is Given
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Verified Maximum Shear Stress at Cylindrical Element
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Verified Pressure Gradient when Maximum Shear Stress at Cylindrical Element is Given
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Verified Pressure Gradient when Maximum Velocity at axis of Cylindrical Element is Given
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Verified Radius of Pipe when Discharge through Pipe is Given
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Verified Radius of Pipe when Maximum Shear Stress at Cylindrical Element is Given
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30 More Steady Laminar Flow In Circular Pipes – Hagen Poiseuille Law Calculators
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Verified Carbon Content
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Verified Carbon Equivalent of the Structural Steel
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Verified Chromiun Content when Carbon Equivalent is given
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Verified Copper when Carbon Equivalent is given
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Verified Manganese Content
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Verified Molybdenum when Carbon Equivalent is given
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Verified Nickel Content when Carbon Equivalent is given
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Verified Vanadium when Carbon Equivalent is given
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Verified Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given
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Verified Minimum Moment of Inertia of a Transverse Stiffener
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Verified Web Thickness when Minimum Moment of Inertia of a Transverse Stiffener is Given
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1 More Stiffeners on Bridge Girders Calculators
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Created Precipitation when Runoff Volume Percentage for damp AMC is Given
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Created Precipitation When Runoff Volume Percentage for Dry AMC is Given
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Created Precipitation when Runoff Volume Percentage for Wet AMC is Given
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Created Runoff Volume Percentage for Damp AMC
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Created Runoff Volume Percentage for Dry AMC
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Created Runoff Volume Percentage for Wet AMC
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Created Cease-to-flow Depth when Depth at the Gauging Station given
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Created Channel Width when Estimated Distance is given in Tracer Method
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Created Conveyance Function determined by Chézy’s law
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Created Conveyance Function Determined by Manning’s Law
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Created Cross-sectional area when Discharge is given from Manning's equation
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Created Depth at the Gauging Station
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Created Diffusion Coefficient in Advection-diffusion flood routing
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Created Discharge from Manning's equation
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Created Estimated Distance when Channel Width is given
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Created Estimated Distance when Discharge is given in Tracer Method
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Created Flow velocity in Continuous Discharge Measurements
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Created Friction Slope
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Created Hydraulic Radius in Manning's formula
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Created Hydraulic radius when Discharge is given in Manning equation
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Created Instantaneous Discharge when Friction Slope is given
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Created Instantaneous Discharge when Instantaneous Mass flux is given
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Created Manning’s Equation
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Created Mass flux computation
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Created Mean River Velocity in Float Method
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Created Slope of Gradient of the Stream bed when Discharge is given in Manning's equation
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Created Surface Velocity of the river in Float Method
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Created Water Depth when Flow Velocity is given in Continuous Discharge Measurements
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Created Water Table depth when Distance is given in Tracer Method
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Verified Component of Velocity in X-direction when Slope of Equipotential Line is Given
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Verified Component of Velocity in Y-direction when Slope of Equipotential Line is Given
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Verified Slope of Equipotential Line
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3 More Streamlines, Equipotential Lines and Flow Net Calculators
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Verified Central Shear When Shearing Stress is Given
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Verified Distance from Middle Surface When Normal Stress is Given
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Verified Normal Shearing Stresses
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Verified Normal Stress
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Verified Shearing Stresses on Shells
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Verified Twisting Moments When Shearing Stress is Given
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1 More Stresses in Thin Shells Calculators
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Verified UDL when Horizontal Component of Cable Tension for UDL is Given
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10 More Supports at Same Level Calculators
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Created Area Element when Force on the Fluid Element is Given
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Created Force on the Fluid Element
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Created Length Scale when Relative Importance of Viscosity is Known
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Created Pressure when Force per Unit Area on the Fluid Element is Given
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Created Relative Importance of Viscosity in terms of Length and Velocity scales
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Created Relative Importance of Viscosity in terms of Reynolds Number
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Created Reynolds Number when Relative importance of Viscosity is Known
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Created Unit Normal to the Surface when Force on the Fluid Element is Given
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Created Velocity Potential for Steady Two-dimensional Waves
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Created Velocity Scale when Relative Importance of Viscosity is Known
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Created Wave Number for Steady Two-dimensional Waves
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Verified Celerity of the Wave from Lagrange's Celerity Equation
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Verified Depth of flow at point2 when Absolute velocity of the surge moving towards right is Given
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18 More Surge due to Sudden Increase of Flow Calculators
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Verified Absolute Velocity of the surge moving towards right when the Flow is Completely Stopped
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Verified Depth of flow1 when Absolute velocity of the surge moving towards right with abs velocity is Given
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16 More Surge due to Sudden Reduction of Flow Calculators
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Created Basin Lag when Modified Basin Lag for an Effective Duration is Given
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Created Basin Lag when Modified Basin Lag is Given
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Created Basin Lag when Peak Discharge is Given
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Created Basin Lag when Standard Duration of Effective Rainfall is Given
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Created Basin Length measured along the Water Course when Basin Lag is Given
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Created Basin Length measured along the Water Course when Modified Equation for Basin Lag is Given
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Created Basin Slope when Basin Lag is Given
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Created Catchment Area when Peak Discharge is Given
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Created Distance along the main Water Course from the Gauging Station when Basin Lag is Given
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Created Distance along the main Water Course from the Gauging Station when Basin Lag is Given
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Created Equation for Catchment Parameter
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Created Modified Basin Lag for an Effective Duration
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Created Modified Equation for Basin Lag
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Created Modified Equation for Basin Lag for an Effective Duration
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Created Non-Standard Rainfall Duration when Modified Basin Lag is Given
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Created Regional constant Representing Watershed Slope and Storage Effects
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Created Regional Constant when Peak Discharge is Given
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Created Snyder's Equation
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Created Snyder's Equation for Peak Discharge
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Created Snyder's Equation for standard duration of Effective Rainfall
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Created Standard Duration of Effective Rainfall when Modified Basin Lag is Given
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Created Standard Effective Duration when Modified Basin Lag is Given
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Created Clearance between Outer Main Gear Wheel and Taxiway Edge when Taxiway Width is Given
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Created Clearance between Outer Main Gear Wheel and Taxiway Edge when Wing Tip Clearance is Given
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Created Clearance when Separation Distance between Taxiway and Object is Given
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Created Lateral Deviation when Separation Distance between Aircraft Stand Taxi lane-to-object is Given
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Created Maximum Outer Main Gear Wheel Span when Taxiway Width is Given
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Created Separation Distance between a Runway and a Parallel Taxiway
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Created Separation Distance between Aircraft Stand Taxi lane-to-object
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Created Separation Distance between Taxiway and Object
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Created Separation Distance when Wing Tip Clearance is Given
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Created Strip Width when Separation Distance between a Runway and a Parallel Taxiway is Given
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Created Taxiway Width
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Created Wing Span when Separation Distance between a Runway and a Parallel Taxiway is Given
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Created Wing Span when Separation Distance between Aircraft Stand Taxi lane-to-object is Given
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Created Wing Span when Separation Distance between Taxiway and Object is Given
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Created Wing Span when Wing Tip Clearance is Given
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Created Wing Tip Clearance when Separation Distance between a Runway and parallel Taxiway is Given
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Created Wing Tip Clearance when Separation Distance between Aircraft Stand Taxi lane-to-object is Given
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Created Wing Tip Clearance when Separation Distance between Taxiway and Object is Given
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Created Distance from the Observation Well to the Image Well
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Created Distance from the Observation Well to the Real Well
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Created Time at which Drawdown is Caused by Image Well at Observation Well
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Created Time at which Drawdown is caused by Real Well at the Observation Well
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Created Catchment Area when Lag Time of a 1-h Unit Hydrograph is Given
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Created Catchment Area when Peak Discharge for Weighted Mean Slope < 0.0028 is Given
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Created Catchment Area when Peak Discharge of a D-h Unit Hydrograph is Given
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Created Duration of Rainfall Excess
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Created Lag Time of a 1-h Unit Hydrograph
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Created Lag Time of a 1-h Unit Hydrograph when Duration of Rainfall Excess is Given
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Created Peak Discharge of a D-h Unit Hydrograph
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Created Peak Discharge of a D-h Unit Hydrograph for Weighted Mean Slope < 0.0028
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Created Peak Discharge of a D-h Unit Hydrograph when Lag Time is Given
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Created Weighted Mean Slope when Peak Discharge of a D-h Unit Hydrograph is Given
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Created Amplitude of the Flow Velocity Oscillation
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Created Amplitude of the Flow Velocity Oscillation for Sinusoidal Motion of the Fluid
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Created Characteristic Length Scale of the Object
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Created Characteristic Length Scale of the Object when Displacement Parameter is Given
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Created Displacement Parameter for Sediment Transport for Sinusoidal Motion of the Fluid
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Created Displacement Parameter for Sediment Transport under Water Waves
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Created Excursion Amplitude of Fluid Particles in Oscillatory Flow for Sinusoidal Motion of the Fluid
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Created Excursion Amplitude of Fluid Particles in Oscillatory Flow when Displacement Parameter is Given
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Created Keulegan—Carpenter Number
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Created Keulegan—Carpenter Number for Sinusoidal Motion of the Fluid
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Created Period of the Oscillation
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Created Period of the Oscillation for Sinusoidal Motion of the Fluid
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Created Added-mass Coefficient for Fixed body in an Oscillatory Flow
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Created Drag Force for Fixed body in an Oscillatory Flow
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Created Froude-Krylov Force
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Created Hydrodynamic Mass Force
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Created Inertia Coefficient for Fixed body in an Oscillatory Flow
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Created Inertia Force for Fixed body in an Oscillatory Flow
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1 More The Morison (MOJS) Equation Calculators
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Verified Cost Slope
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Verified Crash Cost when Cost Slope is Known
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Verified Crash Time when Slope is Known
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Verified Normal Cost when Slope is Known
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Verified Normal Time when Slope is Known
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Created Rainfall Intensity
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Created Time of Concentration for Small Drainage Basins
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Created Modified Basin Lag when Time Base is Given
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Created Peak Discharge per Unit Catchment Area
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Created Peak Discharge per Unit Catchment Area when Unit Hydrograph Width at 50% Peak Discharge is Given
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Created Snyder's Equation for Time Base
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Created Taylor and Schwartz Equation for Time Base
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Created Width of Unit Hydrograph at 50% Peak Discharge
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Created Width of Unit Hydrograph at 50% Peak Discharge when Width at 75% Peak Discharge is Given
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Created Width of Unit Hydrograph at 75% Peak Discharge
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Created Distance from the Pumping Well to the Observation Well when Storage Coefficient is Given
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Created Equation for Drawdown Across One Log Cycle when Transmissivity is Given
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Created Equation for Pumping Rate when Transmissivity derived from the Time-Drawdown Graphs is Given
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Created Modified Equation for Storage Coefficient from Time-Drawdown Graphs
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Created Modified Equation for Transmissivity from Time-Drawdown Graphs
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Created Storage Coefficient from the Time-Drawdown Graphs
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Created Storage Coefficient when Time at which Steady-Shape Conditions Develop is Given
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Created Time at which Steady-Shape Conditions Develop
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Created Transmissivity Derived from the Time-Drawdown Graphs
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Created Transmissivity when Time at which Steady-Shape Conditions Develop is Given
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Created Equation for Topographic Factor
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Verified Final Velocity(u1) when when Work Done if the Jet Leaves in the Motion of the Wheel is given
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Verified Initial Velocity (u) when Work Done at Vane angle is 90 and velocity (Vw) is 0 is given
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Verified Initial Velocity (u) when Work Done if the Jet Leaves in the Motion of the Wheel is given
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Verified Specific Gravity when Work Done at Vane angle is 90 and velocity (Vw) is 0 is given
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Verified Specific Gravity when Work Done if the Jet Leaves in the Motion of the Wheel is given
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Verified Specific Gravity when Work Done if there is no Loss of Energy is given
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Verified Velocity (V) when Efficiency of the System is given
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Verified Velocity at a Point (V1) when Efficiency of the System is given is given
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Verified Velocity at a Point (V1) when Work Done if there is no Loss of Energy is given
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Verified Velocity at Inlet (Vw) when Work Done at Vane angle is 90 and velocity (Vw) is 0 is given
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Verified Velocity at Inlet (Vw) when Work Done if the Jet Leaves in the Motion of the Wheel is given
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Verified Velocity at Outlet(Vw1) when Work Done if the Jet Leaves in the Motion of the Wheel is given
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Verified Velocity when Work Done if there is no Loss of Energy is given
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Verified Weight of the Fluid when Work Done at Vane angle is 90 and velocity(Vw) is 0 is given
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Verified Weight of the Fluid when Work Done if the Jet Leaves in the Motion of the Wheel is given
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Verified Weight of the Fluid when Work Done if there is no Loss of Energy is given
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Verified Work Done for Radial Discharge at Vane angle is 90 and velocity(Vw) is 0
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Verified Work Done if the Jet Leaves in the Direction as that of the Motion of the Wheel
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Verified Work Done if there is no Loss of Energy
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50 More Torque Exerted on a Wheel with Radial Curved Vanes Calculators
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Verified Horizontal Pressure Acting on the Elementary Area
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Verified Horizontal Pressure when Resultant Force if Given
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Verified Resultant Force by Parallelogram of Forces
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Verified Vertical Pressure Acting on the Elementary Area
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Verified Vertical Pressure when Resultant Force is given
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7 More Total Pressure on Curved Surface Calculators
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Verified Diameter of Wheel when Lap of Flange is Given
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Verified Extra Track Width in Curves
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Verified Lap of Flange when Diameter of Wheel is Given
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Verified Lap of Flange when Extra Width of Track is Given
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Verified Radius of Curve when Extra Width is Given
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Verified Wheel Base when Extra Width is Given
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Created Quantity of Water when Transmissivity is Given
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Created Thickness of Aquifer when Transmissivity is Given
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Created Transmissivity of Aquifer
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Created Transmissivity When Discharge Quantity is Known
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Created Capacity-Inflow Ratio
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Created Equation for Trap Efficiency
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Verified Hydraulic Depth for trapezoidal
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Verified Width of Sections when Hydraulic Radius is Given
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15 More Trapezoidal Section Calculators
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Verified Depth of flow when Hydraulic Radius in Most Efficient trapezoidal Channel is Given
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Verified Depth of flow when Width of Channel in Most Efficient Channel for Bottom width is kept constant
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Verified Side Slope of Section when Wetted Area for Bottom width is kept constant is Given
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10 More Trapezoidal Section Calculators
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Verified Correction to Second Bearing if Closing Error is Given
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11 More Traversing Calculators
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Verified Depth of Flow when Wetted Perimeter for triangle is Given
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Verified Hydraulic Radius of flow
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Verified Wetted Perimeter for triangular section
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14 More Triangular Section Calculators
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Created Taxiway Width when Turning Radius is Given
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Created Deceleration when Sight Distance is Given
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Created Deflection Angle of the Entrance Curve
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Created Deflection angle of the Entrance Curve when Deflection of the Angle at Central Curve is Given
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Created Deflection of the Angle at Central Curve
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Created Deflection of the Angle at Central Curve when Length of Central Curve is Given
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Created Distance between Midway Points of Main Gears and the Edge of Taxiway Pavements
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Created Horonjeff Equation for Turning Radius of Taxiway
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Created Length of Central Curve
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Created Length of Entrance Curve when Deflection Angle of the Entrance Curve is Given
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Created Radius of Central Curve when Length of Central Curve is Given
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Created Radius of Entrance Curve when Deflection Angle of the Entrance Curve is Given
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Created Radius of the Curve when Velocity in the Turn
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Created Sight Distance
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Created Turning Radius
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Created Turning Speed of Aircraft when Radius of Curve is Given
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Created Turning Speed of Aircraft when Sight Distance is Given
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Created Velocity in the Turn
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Created Boston Regional Income Per Capita
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Created Boston-based Domestic Air Passengers Per Capita
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Created Boston-based International Air Passengers Per Capita
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Created Per-capita Income of Catchment Area
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Created Population of Catchment Area
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Created Predicted Passenger Enplanements in a Regional Airport in Virginia
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Created Real Average Yield Per Domestic Passenger-Mile
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Created Real Average Yield Per International Passenger-Mile
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Created U.S. Average Airfare Per Mile
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Created Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given
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Created Max Concrete Torsion
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Created Max Ultimate Torsion for Torsion Effects
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Created Maximum Allowable Torsion
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Created Shear Reinforcement Area
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Created Spacing of Closed Stirrups for Torsion
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Verified Bending Moment Capacity of Rectangular Beam
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Verified Depth of Equivalent Rectangular Compressive Stress Distribution
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Created Average Velocity along the Path AB at Certain Height above the Bed
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Created Elapse Time of Ultrasonic Signal sent by A
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Created Elapse Time of Ultrasonic Signal sent by A when Average Velocity Along the Path is Given
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Created Elapse Time of Ultrasonic Signal sent by A when Component of Flow Velocity in Sound Path is Given
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Created Elapse Time of Ultrasonic Signal sent by B
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Created Elapse Time of Ultrasonic Signal sent by B when Average Velocity Along the Path is Given
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Created Elapse Time of Ultrasonic Signal sent by B when Component of Flow Velocity in Sound Path is Given
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Created Flow Velocity in Sound Path when Elapse Time is Given
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Created Length of Path when Elapse Time of Ultrasonic Signal sent by A is Given
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Created Length of Path when Elapse Time of Ultrasonic Signal sent by B is Given
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Created Velocity of Sound in Water when Elapse Time of Ultrasonic Signal sent by A is Given
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Created Coefficient of Permeability when Equilibrium Equation for a Well in an Unconfined Aquifer is Given
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Created Depth of Water in the Pumping Well when Discharge is Given
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Created Discharge at the Edge of the Zone of Influence
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Created Discharge when Drawdown at the Pumping Well is Given
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Created Drawdown at the Pumping Well
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Created Drawdown when Discharge is Given
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Created Equilibrium Equation for a Well in an Unconfined Aquifer
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Created Saturated Thickness of the Aquifer when Discharge is Given
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Created Transmissivity when Discharge at Drawdown is Given
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Created Change in Drawdown when Discharge is Given
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Created Coefficient of Permeability when Discharge per Unit Width of the Aquifer is Given
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Created Coefficient of Permeability when Head is Given
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Created Coefficient of Permeability when Maximum Height of Water Table is Given
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Created Discharge at the Downstream Water Body
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Created Discharge at the Downstream Water Body
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Created Discharge at the Upstream Water Body
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Created Discharge at Upstream Side when Discharge at the Downstream Water Body is Given
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Created Discharge Entering a Drain per Unit Length of the Drain
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Created Discharge per Unit Width of Aquifer at any Location x
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Created Discharge per Unit Width of the Aquifer
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Created Equation for Head
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Created Equation for Water Divide
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Created Length when Discharge entering a Drain per Unit Length of the Drain is Given
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Created Length when Discharge per Unit Width of the Aquifer is Given
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Created Length when Maximum Height of Water Table is Given
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Created Mass Flux Entering the Element
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Created Maximum Height of Water Table
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Created Natural Recharge when Head is Given
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Created Recharge when Discharge at the Downstream Water Body is Given
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Created Recharge when Discharge entering a Drain per Unit Length of the Drain is Given
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Created Recharge when Maximum Height of Water Table is Given
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Created Transmissivity when Discharge and Drawdowns are known
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Created Water Table Profile neglecting the Depths of Water in the Drains
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Created Area when Conveyance of the Channel is Given
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Created Conveyance of the Channel for Uniform Flow
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Created Conveyance of the Channel when Energy Slope is Given
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Created