Calculators Created by Mithila Muthamma PA

Coorg Institute of Technology (CIT), Coorg
2033
Formulas Created
706
Formulas Verified
470
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 2033 and verified 706 calculators across 470 different categories till date.
Created Constant of Proportionality for greater Air Trip Distances
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Created Constant of Proportionality given Travel by Air Passengers between Cities
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Created Cost of Travel between i and j given Travel by Air Passengers between Cities
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Created Distance between i and j given Travel by Air Passengers between Cities i and j
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Created Population of destination city given travel by air passengers between cities
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Created Population of origin city given travel by air passengers between cities
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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 given Travel by Air Passengers between Cities
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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 given Travel by Air Passengers between Cities
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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 given Travel Cost
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Verified Strain Difference in Prestressed Tendons given Strain in Concrete at level of Steel
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Verified Strain Difference in Tendons at any Loading Stage
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Verified Strain in Concrete at Level of Steel
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Verified Strain in Prestressed Tendons
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Verified Braking Distance on Level Ground with Efficiency
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Verified Velocity of Vehicle in meter per second for Braking Distance
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5 More Braking Distance Calculators
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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 of total US Market
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Created Total Scheduled Domestic Passenger Enplanement
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Created Deepwater Celerity
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Created Deepwater Wavelength
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Created Group Velocity for Deepwater
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Created Group Velocity for Shallow Water
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Created Group Velocity given Deepwater Celerity
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Created Group velocity of Wave given Wavelength and Wave Period
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Created Wave Period given Group Velocity for Shallow Water
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Created Wavelength given Group Velocity of Shallow Water
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Created Air Transport Movement per Aircraft
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Created Airline Industry Wages
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Created Average Trip Length given Passenger Enplanements
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Created Jet Fuel Price given Yield
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Created Passenger Enplanements
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Created Real Gross National Product
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Created Real Yield given Revenue Passenger Miles
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Created Regression Model Formulation for Yield
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Created Revenue Passenger Miles
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Created Revenue Passenger Miles given Passenger Enplanements
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Verified Mean Velocity of Flow given Pressure Difference
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3 More Mean Velocity of Flow Calculators
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Created Airline Service Weekly Departing Flights from Airport 1
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Created Airline Service Weekly Departing Flights from Airport 2,3
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Created Travel Times from Analysis Zone to Airports 1 given Percent of Passengers
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Created Travel Times from Analysis Zone to Airports 2,3
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Verified Pressure Gradient given Maximum Velocity between Plates
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1 More Pressure Gradient Calculators
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Verified Average Non-Conformities in Inspected Unit
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Verified Average Proportion Non-Confirming
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Verified Coefficient of Variation
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Verified Number Non-Confirming in Sample
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Verified Number of Defective Units given Reliability Number
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Verified Number of Units Tested given Reliability Number
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Verified Proportion Non-Confirming in Sample
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Verified Reliability Number
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Verified Area of Concrete given Factored Axial Load on Member
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Verified Area of Longitudinal Reinforcement for Columns given Factored Axial Load on Member
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Verified Area of Longitudinal Reinforcement given Gross Area of Concrete
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Verified Factored Axial Load on Member
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Verified Factored Axial Load on Member given Gross Area of Concrete
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Verified Gross Area of Concrete given Area of Concrete
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Verified Gross Area of concrete given Area of Longitudinal Reinforcement
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Verified Gross Area of Concrete given Factored Axial Load on Member
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Verified Percentage of Compression Reinforcement given Area of Longitudinal Reinforcement
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Created Distance to Accelerate and Stop given Full Strength Pavement Distance
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Created Field Length or Total Amount of Runway needed
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Created Full Strength Pavement Distance for Aborted Takeoff
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Created Full Strength Pavement Distance given Field Length
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Created Stopway Distance given Field Length
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Created Stopway Distance given Full Strength Pavement Distance
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Verified Allowable Load for Bridges using Structural Carbon Steel
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Verified Allowable Load for Bridges using Structural Carbon Steel when Column Ends are Pinned
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Verified Ultimate Load for Bridges using Structural Carbon Steel
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Verified Ultimate Load for Bridges using Structural Carbon Steel when Columns are Pinned
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2 More Additional Bridge Column Formulas Calculators
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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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Verified Monthly Mean of Average Daily Temperature for given ART
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Created Monthly mean of maximum daily temperature for hottest month of year
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Created Aircraft Gross Wing Area for Lifting Force Provided by Wing Body of Vehicle
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Created Aircraft Gross Wing Area given Vehicle Speed under Steady Flight Conditions
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Created Aircraft Gross Wing Area given Vehicle Stalling Speed
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Created Maximum Attainable Lift Coefficient given Vehicle Stalling Speed
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Created Vehicle Stalling Speed given Maximum Attainable Lift Coefficient
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Created Desired Take off Weight
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Created Fuel Weight to be Carried given Desired Takeoff Weight
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Created Lift Coefficient for Lifting Force Provided by Wing Body of Vehicle
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Created Lifting Force given Friction Force due to Rolling Resistance
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Created Lifting Force Provided by Wing Body of Vehicle
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Created Operating Empty Weight when Desired Take-off Weight is considered
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Created Payload carried when desired take-off weight is considered
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Created Speed of Sound (Mach number)
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Created True Aircraft Speed (Mach number)
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Created True Mach number when true aircraft speed
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Created Vehicle Speed for Lifting Force Provided by Wing Body of Vehicle
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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 given Storage Coefficient from Theis Equation
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Verified Area of Prestressing Tendon for Known Tensile Strength of Section
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Verified Characteristic Tensile Strength of Prestressing Tendons for Known Tensile Strength of Section
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Verified Ultimate Tensile Force in Absence of Non-Prestressed Reinforcement
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Verified Ultimate Tensile Strength of Section in Presence of Non-Prestressing Reinforcement
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Created Curve Number for Antecedent Moisture Condition One
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Created Curve Number for Antecedent Moisture Condition-III
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Created Discharge when drawdown at pumping well is considered
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Created Drawdown at Pumping Well
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Created Drawdown when Steady Flow of Unconfined Aquifer
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Created Transmissivity when Discharge at Drawdown is considered
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Verified Extrados Stresses on Arch Dam
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Verified Shear Force given Rotation due to Shear on Arch Dam
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7 More Arch Dams Calculators
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Created Buoyant Force of Body Submerged in Fluid
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Created Mass Density of Fluid for Buoyant Force Submerged in Fluid
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Created Volume of Submerged part of object given Buoyant Force of body Submerged in Fluid
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Created Depth at which Reservoir is Completely filled up
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Created Incremental Sediment Volume
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Created Original reservoir area at 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 reservoir
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Verified Amount of Hydropower
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Verified Effective Head given Energy through Hydraulic Turbines
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Verified Efficiency of Hydropower Station given Amount of Hydropower
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Verified Efficiency of Hydropower Station given Energy through Hydraulic Turbines
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Verified Energy through Hydraulic Turbines
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Verified Head given Amount of Hydropower
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Verified Head given Energy through Hydraulic Turbines
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Verified Head Loss given Amount of Hydropower
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Verified Head Loss given Energy through Hydraulic Turbines
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Verified Period of Flow given Energy through Hydraulic Turbines
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Verified Rate of Flow of Water given Energy through Hydraulic Turbines
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Verified Modulus of Elasticity given Maximum Bending Stress at Proof Load of Leaf Spring
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4 More At Proof Load Calculators
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Verified Strain in Concrete due to Effective Prestress
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Verified Strain in Tendons due to Effective Prestress
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Verified Stress in Concrete Member with Non-Prestressing Steel at Service Load Having Compressive Axial Load
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Created Attractive Force Potentials per unit Mass for Moon
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Created Attractive Force Potentials per unit Mass for Moon given Harmonic Polynomial Expansion
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Created Attractive Force Potentials per unit Mass for Sun
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Created Attractive Force Potentials per unit Mass for Sun given Harmonic Polynomial Expansion
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Created Distance from center of earth to center of moon given attractive force potentials
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Created Mass of Moon for Given Attractive Force Potentials
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Created Mass of Moon given attractive force potentials with harmonic polynomial expansion
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Created Mass of Sun for Given Attractive Force Potentials
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Created Mass of Sun given attractive force potentials with harmonic polynomial expansion
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Created Mean radius of earth given attractive force potentials per unit mass for moon
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Created Mean radius of earth given attractive force potentials per unit mass for Sun
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Created Moon's Tide-generating attractive Force Potential
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Created Tide-generating attractive Force Potential for Sun
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Created Actual discharge from backwater effect on rating curve normalized curve
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Created Actual Fall at stage given Actual Discharge
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Created Normalized discharge of backwater effect on rating curve normalized curve
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Created Normalized value of Fall given discharge
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Verified Weight Density of Bar using Area at Section 1 of Bars of uniform Strength
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2 More Bar of Uniform Strength Calculators
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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 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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Verified Base Area of Oblique Prism given Volume
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1 More Base Area of Oblique Prism Calculators
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Verified Absolute Pressure given Absolute Temperature
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Verified Absolute Temperature given Absolute Pressure
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Verified Change in Internal Energy given Total Heat Supplied to Gas
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Verified Constant for External Work Done in Adiabatic process Introducing Pressure
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Verified Continuity Equation for Compressible Fluids
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Verified External Work Done by Gas given Total Heat Supplied
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Verified External Work Done by Gas in Adiabatic Process Introducing Pressure
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Verified Gas Constant given Absolute Pressure
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Verified Kinetic Energy given Total Energy in Compressible Fluids
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Verified Mass Density given Absolute Pressure
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Verified Molecular Energy given Total Energy in Compressible Fluids
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Verified Potential Energy given Total Energy in Compressible Fluids
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Verified Pressure Energy given Total Energy in Compressible Fluids
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Verified Pressure for External Work Done by Gas in Adiabatic Process Introducing Pressure
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Verified Pressure given Constant
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Verified Specific Volume for External Work Done in Adiabatic Process Introducing Pressure
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Verified Total Heat Supplied to Gas
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1 More Basic Relationship of Thermodynamics Calculators
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Created Actual Infiltration
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Created Cumulative Infiltration given Total Precipitation
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Created Direct Surface Runoff given Total Precipitation
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Created Equation for Potential Maximum Retention
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Created Initial Abstraction
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Created Initial Abstraction given ratio of Infiltration to Retention
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Created Initial Abstraction given Total Precipitation
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Created Maximum Potential Runoff
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Created Precipitation given Maximum Potential Runoff
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Created Precipitation given Potential Maximum Retention
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Created Water Balance Equation for Rainfall
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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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Created Depth given Water Surface Slope
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Created Superelevation
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Created Superelevation due to Varying Entrance Channel Cross-Section
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Created Tidal Amplitude in Ocean
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Verified Bending Moment of Cantilever Beam Subjected to UDL at Any Point from Free End
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Verified Bending Moment of Simply Supported Beam Subjected to Point Load at Mid-Point
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16 More Beam Moments Calculators
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Beams (2)
Verified Beam Depth for Extreme Fiber Stress in Rectangular Timber Beam
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Verified Beam Depth given Horizontal Shearing Stress
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11 More Beams Calculators
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Beams (2)
Verified Critical Elastic Moment
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Verified Critical elastic moment for box sections and solid bars
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11 More Beams Calculators
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Beams (3)
Verified Straight Beam Deflection
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Verified Tapered Beam Deflection for Mid-Span Concentrated Load
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Verified Tapered beam Deflection for Uniformly Distributed Load
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Verified Allowable Bearing Stress on Milled Stiffeners and other Steel Parts
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Verified Tensile Strength of Connected Part given Allowable Bearing Stress on Milled Stiffeners
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6 More Bearing on Milled Surfaces and Bridge Fasteners Calculators
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Created Equation for Suspended Sediment Load
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Created Soil Erodibility Factor given Suspended Sediment Load
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Created Stream Flow Discharge given Suspended Sediment Load
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Verified Dead Load Moment given Stress in Steel for Unshored Members
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Verified Multiplier for Allowable Stress when Flange Bending Stress is lesser than Allowable Stress
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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 Equation for Blaney Criddle
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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 given Mass Density
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Verified Boyle's Law given Weight Density in Adiabatic Process
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Created Assumed Brake Application Speed given Distance for Deceleration in Normal Braking Mode
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Created Deceleration Rate when Distance for Deceleration in Normal Braking Mode
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Created Deceleration Rate when Distance for Deceleration in Normal Braking Mode is considered
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Created Distance for Transition from Main gear Touchdown to create Stabilized Braking Configuration
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Created Distance required for Deceleration in normal Braking mode
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Created Distance required for Deceleration in Normal Braking Mode to Nominal Takeoff Speed
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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 given Distance for Deceleration in Normal Braking Mode
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Created Nominal Turn-off Speed given Distance required for Deceleration in normal Braking mode
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Created Threshold Speed given Distance for Deceleration in Normal Braking Mode
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Created Threshold Speed given Distance required for Transition from Maingear Touchdown
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Created Vehicle Speed given Distance required for Transition from Maingear Touchdown
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Created Breaker Depth Index
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Created Breaker Depth Index given Wave Height at Incipient Breaking with Saturated Breaking
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Created Breaker Depth Index given Wave Period
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Created Breaker Height Index
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Created Deepwater Wave Height given Breaker Height Index
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Created Deepwater Wave Length given Breaker Height Index from Linear Wave Theory
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Created Equivalent Un-refracted Deepwater Wave Height given Breaker Height Index from Linear Wave Theory
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Created Local Depth given Root-mean-square Wave Height at Breaking
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Created Local Depth given Zero-moment Wave Height at Breaking
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Created Semi-Empirical relationship for Breaker Height Index from Linear Wave Theory
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Created Water Depth Breaking given Breaker Depth Index
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Created Wave Height at Incipient Breaking given Breaker Depth Index
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Created Wave Height at Incipient Breaking given Breaker Height Index
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Created Wave Height at Incipient Breaking using Beach Slope
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Created Wave Period given Breaker Depth Index
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Created Zero-moment Wave Height at Breaking
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Verified Distance from Centroid for Maximum Intensity in horizontal plane on Buttress Dam
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Verified Sectional Area of Base for Maximum Intensity in horizontal plane on Buttress Dam
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9 More Buttress Dams using law of Trapezoid Calculators
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Verified Deflection at Any Point on Cantilever Beam carrying Couple Moment at Free End
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Verified Deflection at Any Point on Cantilever Beam carrying UDL
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Verified Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End
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Verified Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End
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Verified Slope at Free End of Cantilever Beam Carrying Concentrated Load at Free End
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Verified Slope at Free End of Cantilever Beam Carrying Couple at Free End
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Verified Slope at Free End of Cantilever Beam carrying UDL
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Verified Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End
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5 More Cantilever Beam Calculators
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Created Allowable Load per Area for Cast Iron Columns
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2 More Cast Iron Columns Design Calculators
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Verified Tension at any Point given Catenary Length of Simple Cable with UDL
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3 More Catenary Calculators
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Verified Span of Cable given Catenary Parameter for UDL on Catenary Parabolic Cable
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Verified Total Sag given Catenary Parameter for UDL on Catenary Parabolic Cable
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4 More Catenary Cable Sag and Distance between Supports Calculators
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Verified Slope of Channel Bed given Average Velocity in Channel with Chezy Constant
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6 More Chezy Constant in Uniform Flow Calculators
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Verified Wetted Area given Discharge through Channels
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18 More Circular Section Calculators
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Verified Diameter at Other End of Circular Tapering Rod
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9 More Circular Tapering Rod Calculators
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Created Discharge at Infliction given Constant K
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Created Inflow at beginning of time interval for routing of time-area histogram
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Created Inflow Rate between Inter-Isochrone Area
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Created Inter-Isochrone Area given Inflow
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Created Outflow at beginning of time interval for routing of time area histogram
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Created Outflow at end of time interval for routing of time-area histogram
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Created Time Interval at Inter-Isochrone Area given Inflow
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Verified Deflection for Close-Coiled Helical Spring
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Verified Diameter of Spring Wire or Coil given Deflection for Close-Coiled Helical Spring
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Verified Load Applied on Spring Axially given Deflection for Close-Coiled Helical Spring
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Verified Mean Radius of Spring given Deflection for Close-Coiled Helical Spring
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Verified Modulus of Rigidity given Deflection for Close-Coiled Helical Spring
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Verified Number of Spring Coils given Deflection for Close-Coiled Helical Spring
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Created Complete Elliptic Integral of Second Kind
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Created Distance from Bottom to Crest
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Created Distance from Bottom to Wave Trough
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Created Elevation above Bottom given Pressure under Cnoidal Wave in Hydrostatic Form
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Created Free Surface Elevation of Solitary Waves
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Created Ordinate of Water Surface given Pressure under Cnoidal Wave in Hydrostatic Form
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Created Particle Velocities given Free Surface Elevation of Solitary Waves
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Created Pressure under Cnoidal Wave in Hydrostatic Form
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Created Trough to Crest Wave Height
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Created Wave Height given Distance from Bottom to Wave Trough and Water Depth
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Created Wave Height Required to Produce Difference in Pressure on Seabed
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Created Wave Height when Free Surface Elevation of Solitary Waves
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Created Wavelength for Complete Elliptic Integral of First Kind
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Created Wavelength for Distance from Bottom to Wave Trough
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Verified Shear Stress on Cylinder given Torque exerted on Inner Cylinder
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Verified Total Torque
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18 More Coaxial Cylinder Viscometers Calculators
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Created Coefficient of permeability at any temperature t for standard value of coefficient of permeability
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Created Coefficient of permeability at temperature of permeameter experiment
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Created Coefficient of permeability from analogy of laminar flow (Hagen Poiseuille flow)
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Created Coefficient of Permeability when Specific or Intrinsic Permeability is Considered
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Created Coefficient of Permeability when Transmissibility is Considered
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Created Cross sectional area when coefficient of permeability at permeameter experiment is considered
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Created Discharge when Coefficient of Permeability at Permeameter Experiment is Considered
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Created Dynamic viscosity of fluid of laminar flow through conduit or Hagen Poiseuille flow
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Created Dynamic Viscosity when Specific or Intrinsic Permeability is Considered
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Created Equation for Specific or Intrinsic Permeability
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Created Equivalent permeability when transmissivity of aquifer is considered
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Created Hagen Poiseuille flow or mean particle size of porous medium laminar flow through conduit
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Created Kinematic Viscosity and Dynamic Viscosity Relation
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Created Kinematic Viscosity at 20 degree Celsius for standard value of coefficient of permeability
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Created Kinematic Viscosity for standard value of coefficient of permeability
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Created Kinematic Viscosity when Specific or Intrinsic Permeability is Considered
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Created Length when Coefficient of Permeability at Permeameter Experiment is Considered
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Created Specific or Intrinsic Permeability when Coefficient of Permeability is Considered
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Created Specific or Intrinsic Permeability when Dynamic Viscosity is Considered
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Created Standard value of coefficient of permeability
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Created Unit weight of fluid
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Verified Elastic Local Buckling Stress
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Verified Flat Width Ratio of Stiffened Element using Elastic Local Buckling Stress
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Verified Flat Width Ratio of Stiffened Element using Moment of Inertia
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Verified Minimum Allowable Moment of Inertia
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11 More Cold Formed or Light Weighted Steel Structures Calculators
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Verified Buckling Stiffness Factor
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Created Slenderness Ratio for Beams
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Verified Stress Induced using Moment of Resistance, Moment of Inertia and Distance from Extreme Fiber
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Verified Stress Induced with known Distance from Extreme Fiber, Young's Modulus and Radius of curvature
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17 More Combined Axial and Bending Loads Calculators
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Verified Bending Moment given Combined Bending and Torsion
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Verified Bending Stress given Combined Bending and Torsional Stress
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4 More Combined Bending and Torsion Condition Calculators
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Verified Creep Coefficient given Creep Strain
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Verified Elastic Strain given Creep Strain
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Verified Magnetic Declination to West
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9 More Compass Surveying Calculators
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Verified Angle of Oblique Plane using Normal Stress when Complementary Shear Stresses Induced
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5 More Complementary Induced Stress Calculators
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Created Barometric Efficiency given Compressibility Parameters
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Created Coefficient of Storage for Unconfined Aquifer
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Created Discharge per Unit Width of Aquifer
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Created Saturated thickness of aquifer when coefficient of storage for unconfined aquifer is considered
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Verified Manning's Formula for Bed Slope given Discharge
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Verified Manning's Formula for Roughness Coefficient given Conveyance of Section
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17 More Computation of Uniform Flow Calculators
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Created Confidence interval of variate
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Created Confidence interval of variate bounded by X2
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Created Equation for confidence interval of variate
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Created Equation for confidence interval of variate bounded by x2
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Created Equation for Variate 'b' using Frequency Factor
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Created Probable Error
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Created Sample Size when Probable Error is Considered
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Created Variate 'b' given Probable Error
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Created Aquifer thickness when discharge is considered
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Created Coefficient of Permeability when discharge is considered
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Created Discharge per unit width of aquifers
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Created Equation of Hydraulic Grade Line in Confined Groundwater Flow
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Created Length when Discharge per Unit Width of Aquifer is Considered
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Created Rate of movement through aquifer and confining bed
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Created Velocity Equation of Hydraulics
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Verified Constant K2 given Deflection due to Thrust on Arch Dam
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Verified Constant K4 given Rotation due to Twist on Arch Dam
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4 More Constant Thickness on Arch Dam Calculators
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Created Ordinates of unit hydrograph for S-Curve at certain time
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Created S Curve Addition
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Created S Curve at any time
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Verified Injury Frequency Rate
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Verified Injury Frequency Rate given Injury Index
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Verified Injury Index
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Verified Injury Severity Rate
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Verified Number of Days Lost given Severity Rate
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Verified Number of Disabling Injuries given Frequency Rate
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Verified Number of Man-Hour Worked given Frequency Rate
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Verified Severity Rate given Injury Index
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Created Clearway Distance for Continued Takeoff
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Created Clearway Distance given Field Length under Continued Takeoff
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Created Clearway Distance given Takeoff Run
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Created Distance of 35 ft Obstacle given Takeoff Run
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Created Distance to clear 35 ft Obstacle for Clearway Distance for Continued Takeoff
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Created Field Length or Total Amount of Runway needed under Continued Takeoff
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Created Liftoff Distance given Clearway Distance for Continued Takeoff
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Created Takeoff Run for Continued Takeoff
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Verified Discharge given Critical Depth for Triangular Channel
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15 More Critical Flow and its Computation Calculators
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Verified Free Float used in CPM
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Verified Independent Float used in CPM
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Verified Interfering Float
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Verified Total Float in CPM
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6 More Critical Path Method Calculators
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Verified Cross Sectional Area given Dynamic Thrust Exerted by Jet on Plate
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Verified Cross Sectional Area given Work Done by Jet on Plate per Second
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1 More Cross sectional area Calculators
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Verified Head on Entrance measured from Bottom of Culvert
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10 More Culverts on Subcritical Slopes Calculators
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Verified Curve Number
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Verified Potential Maximum Retention
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Created Potential Maximum Retention given Curve Number
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Verified Discharge given Hydraulic Gradient per unit head for Dams on Soft Foundations
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Verified Equipotential Lines given discharge for Dams on Soft Foundations
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Verified Hydraulic Gradient per unit head for Dams on Soft Foundations
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Verified Maximum Velocity given New Material Coefficient C 2 for Dams on Soft Foundations
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Verified Total Pressure per unit Area for Dams on Soft Foundations
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13 More Dams on Soft or Porous Foundations by Darcy’s law Calculators
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Created Apparent Velocity and Bulk Pore Velocity Relationship
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Created Apparent Velocity of Seepage
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Created Apparent Velocity of Seepage given Reynolds Number of Value Unity
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Created Apparent velocity of seepage when discharge and cross-sectional area are considered
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Created Bulk Pore Velocity
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Created Coefficient of Permeability when Apparent Velocity of Seepage is considered
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Created Hydraulic Gradient when Apparent Velocity of Seepage is considered
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Verified Pressure Drop over Piston
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11 More Dash-Pot Mechanism Calculators
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Created Average Depth of Harbor for Water Volume Exchanged during Entire Tide Period
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Created Average Harbor Depth
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Created Average Harbor Depth given Portion caused by Filling
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Created Average River Density over one Tide Period given Relative Density
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Created Cross-Sectional Area of Entrance given Water Volume exchanged during entire Tide Period
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Created Density Influence given Ratio of Water Volume entering Harbor per Tide
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Created Difference between High and Low Tide Levels given Portion caused by Filling
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Created Difference between High and Low Tide Levels given Tidal Prism of Harbor Basin
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Created Maximum River Density given Relative Density
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Created Minimum River Density given Relative Density
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Created Portion caused by Filling Evaluated by Comparing Tidal Prism of Harbor to Total Harbor Volume
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Created Portion caused by Filling given Average Harbor Depth
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Created Portion caused by Filling given Ratio of Water Volume Entering Harbor per Tide
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Created Ratio of Water Volume entering Harbor per Tide to Harbor Volume
Go
Created Relative Density given River Density
Go
Created Relative Density given Velocity in Dry Bed Curve
Go
Created Tidal Prism of Harbor Basin
Go
Created Tidal Prism of Harbor Basin given Difference between High and Low Tide Levels
Go
Created Total Harbor Volume based upon Depth
Go
Created Total Harbor Volume based upon Depth given difference between High and Low Tide Levels
Go
Created Total Water Volume Exchanged during entire Tide Period
Go
Created Velocity in Dry Bed Curve
Go
Created Water Depth given Velocity in Dry Bed Curve
Go
Created Density Influence
Go
Created Filling Current Velocity given Density Influence
Go
Created Length of Harbor given Density Influence
Go
Created Time Interval over which Density Difference exists given Density Influence
Go
Created Average Unit Weight of Deposit during period of T years
Go
Created Equation for Weighted Value of Sand, Silt and Clay
Go
Created Initial Unit Weight given Average Unit Weight of Deposit
Go
Created Percentage of Clay given Unit Weight of Deposit
Go
Created Percentage of Sand given Unit Weight of Deposit
Go
Created Percentage of Silt for Unit Weight of Deposits
Go
Created Rough estimation for unit weight of deposit due to Koelzer and Lara
Go
Created Weighted Value given Average Unit Weight of Deposit
Go
Verified Percent Polymer Concentration given Polymer Feed Rate as Volumetric Flow Rate
Go
3 More Design of a Solid Bowl Centrifuge for Sludge Dewatering Calculators
Go
Created Aircraft Datum Length given Length of each Wedge-shaped End of Fillet
Go
Created Distance along Straight Taxiway Center line given Length of each End of Fillet
Go
Created Length of each Wedge-Shaped end of Fillet
Go
Created Maximum Deviation permissible without Filleting
Go
Created Maximum value of Deviation of main Undercarriage given Radius of Fillet
Go
Created Minimum Safety Margin given Maximum Deviation permissible without Filleting
Go
Created Minimum Safety Margin given Radius of Fillet
Go
Created Radius of Fillet
Go
Created Radius of Taxiway Centerline given Radius of Fillet
Go
Created Taxiway Width given Maximum Deviation permissible without Filleting
Go
Created Track of Main Undercarriage given Maximum Deviation permissible without Filleting
Go
Created Track of main Undercarriage given Radius of Fillet
Go
Verified Dynamic Viscosity given Power Requirement for Flocculation
Go
Verified Mean Velocity Gradient given Power Requirement for Flocculation
Go
Verified Power Requirement for Flocculation in Direct Filtration Process
Go
Verified Volume of Flocculation Basin given power requirement for flocculation
Go
15 More Design of Rapid Mix Basin and Flocculation Basin Calculators
Go
Created Maximum Slab thickness
Go
2 More Design of Two Way Slab System Calculators
Go
Created Consumptive use of water for large areas
Go
Created Equation for constant depending upon latitude in net radiation of evaporable water equation
Go
Created Equation for Parameter Including Wind Velocity and Saturation Deficit
Go
Created First Moment of DRH about time origin divided by total direct runoff
Go
Created First moment of ERH about time origin divided by total effective rainfall
Go
Created First moment of ERH given second moment of DRH
Go
Created First moment of instantaneous unit hydrograph, IUH
Go
Created Second moment of instantaneous unit hydrograph or IUH
Go
Created Applied Shear at Section for Development Length of Simple Support
Go
Created Computed Flexural Strength given Development Length for Simple Support
Go
Created Development Length for simple Support
Go
4 More Development Length Requirements Calculators
Go
Created Dhruv Narayan Et Al's Equation for Annual Runoff Volume
Go
Created Dhruv Narayan Et Al's Equation for Annual Sediment Yield Rate from Catchment Area
Go
Verified Constant Rate Injection Method or Plateau Gauging
Go
Created Discharge in stream by constant rate injection method
Go
Verified Discharge given Velocity Approach
Go
Verified Discharge Passing over Weir considering Velocity
Go
Verified Discharge when End Contractions is suppressed and Velocity is considered
Go
Verified Discharge when End Contractions is suppressed and Velocity is not considered
Go
3 More Discharge Calculators
Go
Created Drawdown across one log cycle from distance drawdown graphs given transmissivity
Go
Created Drawdown across One Log Cycle given Transmissivity for Inconsistent Units
Go
Created Pumping rate from distance drawdown graphs
Go
Created Pumping Rate given Transmissivity for Inconsistent Units from Distance-Drawdown Graphs
Go
Created Storage coefficient for inconsistent units from distance drawdown graphs
Go
Created Storage coefficient from distance drawdown graphs
Go
Created Time at which drawdowns are measured for storage coefficient
Go
Created Transmissivity for inconsistent units from distance drawdown graphs
Go
Created Transmissivity from distance drawdown graphs
Go
Created Transmissivity given storage coefficient from distance drawdown
Go
Verified Bending Moment Capacity of Rectangular Beam
Go
Verified Depth of Equivalent Rectangular Compressive Stress Distribution
Go
Verified Force Acting on Compressive Steel
Go
Verified Force Acting on Tensile Steel
Go
Verified Total Compression on Concrete
Go
Verified Total Compressive force on Beam Cross Section
Go
5 More Doubly Reinforced Rectangular Sections Calculators
Go
Created Column Slenderness Ratio for Critical Buckling Load
Go
Created Critical Buckling Load
Go
Created Cross Section Area of Column for Critical Buckling Load
Go
Created Flow Velocity given Reynolds Number in Shorter Length of Pipe
Go
Created Kinematic Viscosity of Fluid given Reynolds Number in Shorter Length of Pipe
Go
Created Pipe Diameter given Reynolds Number in Shorter Length of Pipe
Go
Created Reynolds Number in Shorter Length of Pipe
Go
Verified Dynamic Viscosity for Discharge through Pipe
Go
3 More Dynamic Viscosity Calculators
Go
Verified Dynamic Viscosity given Maximum Velocity between Plates
Go
Verified Dynamic Viscosity using Velocity Distribution Profile
Go
2 More Dynamic Viscosity Calculators
Go
Created Angular Velocity given Pressure Gradient Normal to Current
Go
Created Coriolis Acceleration
Go
Created Current Velocity given Coriolis Acceleration
Go
Created Current Velocity given Pressure Gradient Normal to Current
Go
Created Latitude given Coriolis Acceleration
Go
Created Latitude given Pressure Gradient Normal to Current
Go
Created Pressure Gradient Normal to Current
Go
Verified Grade Resistance Factor given Grade Resistance for Motion on Slope
Go
11 More Earth Moving Calculators
Go
Verified Original Volume of Soil given Compacted Volume
Go
8 More Earth Quantities Hauled Calculators
Go
Created Angle between Wind and Current Direction
Go
Created Atmospheric Pressure as function of Salinity and Temperature
Go
Created Density given Atmospheric Pressure whose value of Thousand is reduced from Density Value
Go
Created Depth given Angle between Wind and Current Direction
Go
Created Depth given Volume Flow rate per unit of Ocean Width
Go
Created Depth of Frictional Influence by Eckman
Go
Created Latitude given Depth of Frictional Influence by Eckman
Go
Created Salinity given Atmospheric Pressure
Go
Created Velocity at Surface given Velocity Component along Horizontal x Axis
Go
Created Velocity at Surface given Velocity detail of Current Profile in Three Dimensions
Go
Created Velocity Component along Horizontal x Axis
Go
Created Velocity in Current Profile in Three Dimensions by introducing Polar Coordinates
Go
Created Vertical Coordinate from Ocean Surface given Angle between Wind and Current Direction
Go
Created Vertical Eddy Viscosity Coefficient given Depth of Frictional Influence by Eckman
Go
Created Volume Flow Rates per unit of Ocean Width
Go
Verified Contribution per Unit
Go
Verified Fixed Cost
Go
Verified Profit for Total Expenses
Go
Verified Selling Price
Go
Verified Total Cost
Go
Verified Total Cost given Profit
Go
Verified Total Revenue
Go
Verified Total Variable Cost
Go
Verified Volume of Output
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 King's Dimensionless Variable
Go
Created Ocean Tide Amplitude using King's Dimensionless Variable
Go
Created River or Freshwater Inflow to Bay using King's Dimensionless Variable
Go
Created Surface Area of Bay or Basin using King's Dimensionless Variable
Go
Created Tidal Period using King's Dimensionless Variable
Go
Verified Efficiency of Turbine and Generator given Power in Kilowatt
Go
3 More Efficiency of turbine Calculators
Go
Verified Shear Modulus of Elasticity given Torsional Buckling Load for Pin Ended Columns
Go
6 More Elastic Flexural Buckling of Columns Calculators
Go
Verified Elastic Modulus of Rock given Rotation due to Moment on Arch Dam
Go
5 More Elastic Modulus of Rock Calculators
Go
Verified Differential Pressure Head of Elbow Meter
Go
3 More Elbow Meter Calculators
Go
Verified Current in coil in Electromagnetic Method
Go
Verified Depth of Flow in Electromagnetic Method
Go
Created Measurement for Discharge in Electromagnetic Method
Go
Verified Load on Conical Bar with known Elongation due to Self Weight
Go
Verified Modulus of Elasticity of Conical Bar with known Elongation and Cross-sectional area
Go
11 More Elongation of Tapering Bar due to Self Weight Calculators
Go
Created Difference in Elevations and Original bed of Reservoir given New Total Depth of Reservoir
Go
Created Difference in elevations of full reservoir level and original bed of reservoir
Go
Created Height up to which Sediment completely fills up given new Relative Depth
Go
Created New total depth of reservoir
Go
Created Relative area for different type classification of reservoir
Go
Created Relative Area given Soil Erodibility Factor
Go
Created Relative Depth at New Zero Elevation
Go
Created Sediment area at any height above datum
Go
Created Volume of Sediment Deposited between two Consecutive Heights by Average End Area Method
Go
Created Volume of Sediment Deposited between two Consecutive Heights by Weighted Area Method
Go
Created Volume of Sediment Deposition given Incremental Area
Go
Verified Dalton-type Equation
Go
Created Meyers formula (1915)
Go
Created Rohwers formula (1931)
Go
Created Bowen's Ratio
Go
Created Energy balance to evaporating surface for period of one day
Go
Created Evaporation from energy budget method
Go
Created Heat Energy used up in Evaporation
Go
Created Energy Dissipation Rate by Battjes and Janssen
Go
Created Energy Dissipation Rate per unit Surface Area due to Wave Breaking
Go
Created Energy Flux associated with Stable Wave Height
Go
Created Maximum Wave Height given Energy Dissipation Rate
Go
Created Maximum Wave Height using Miche Criterion
Go
Created Mean Wave Frequency given Energy Dissipation Rate
Go
Created Percentage of Waves Breaking given Energy Dissipation Rate
Go
Created Stable Wave Height
Go
Created Water Depth given Energy Dissipation Rate per unit Surface Area due to Wave Breaking
Go
Created Water Depth given Maximum Wave Height by Miche criterion
Go
Created Water Depth given Stable Wave Height
Go
Created Wave Number given Maximum Wave Height by Miche Criterion
Go
Created Wavelength given Maximum Wave Height by Miche Criterion
Go
Created Kinetic Energy per unit Length of Wave Crest
Go
Created Potential Energy per unit Length of Wave Crest
Go
Created Wave Height given Kinetic Energy per unit Length of Wave Crest
Go
Created Wave Height given Potential Energy per unit Length of Wave Crest
Go
Created Wavelength for Kinetic Energy per unit Length of Wave Crest
Go
Created Wavelength given Potential Energy per unit Length of Wave Crest
Go
Verified Curvature of Column Based on Column Mode of Failure
Go
Verified Lateral Deflection of Equivalent Pin Ended Column at distance x
Go
Verified Length of Equivalent Pin Ended Column given Max Deflection at Mid Height
Go
Verified Maximum Deflection at Mid Height given Lateral Deflection of Pin Ended Column
Go
Verified Maximum Deflection at Mid-Height of Equivalent Pin-Ended Column
Go
Created Air Temperature given Air-Sea Temperature Difference
Go
Created Air-Sea Temperature Difference
Go
Created Coefficient of Drag at 10m Reference Level given Wind Stress
Go
Created Coefficient of Drag for Winds Influenced by Stability Effects
Go
Created Coefficient of Drag for Winds Influenced by Stability Effects given Von Karman Constant
Go
Created Friction Velocity given Height of Boundary Layer in Non-Equatorial Regions
Go
Created Friction Velocity given Wind Speed at Height above Surface
Go
Created Friction Velocity given Wind Stress
Go
Created Friction Velocity of Wind in Neutral Stratification as Function of Geostrophic Wind Speed
Go
Created Geostrophic Wind Speed
Go
Created Geostrophic Wind Speed given Friction Velocity in Neutral Stratification
Go
Created Gradient of Atmospheric Pressure Orthogonal to Isobars
Go
Created Gradient of Atmospheric Pressure Orthogonal to Isobars given Gradient Wind Speed
Go
Created Height of Boundary layer in Non-Equatorial Regions
Go
Created Height z above Surface given Standard Reference Wind Speed
Go
Created Rate of Momentum Transfer at Standard Reference Height for Winds
Go
Created Water Temperature given Air-Sea Temperature Difference
Go
Created Wind Speed at Height above Surface in form of near Surface Wind Profile
Go
Created Wind Speed at Height z above Surface
Go
Created Wind Speed at Height z above Surface given Standard Reference Wind Speed
Go
Created Wind Speed at Standard 10-m Reference Level
Go
Created Wind Speed given Coefficient of Drag at 10-m Reference Level
Go
Created Wind Stress given Friction Velocity
Go
Created Wind Stress in Parametric Form
Go
Created Baird and McIllwraith formula for maximum flood discharge
Go
Created Catchment area when maximum flood discharge in Ryve's formula
Go
Created Catchment area when maximum flood discharge is considered in Dickens formula
Go
Created Dicken's Formula for maximum flood discharge
Go
Created Fuller's formula for Maximum Flood Discharge
Go
Created Jarvis formula for peak discharge
Go
Created Kirpich Equation
Go
Created Ryves Formula for maximum flood discharge
Go
Verified Pressure Head for Steady Non Viscous Flow
Go
8 More Euler's Equation of Motion Calculators
Go
Created Actual Evapotranspiration
Go
Created Actual Evapotranspiration given Aridity Index
Go
Created Aridity Index
Go
Created Change in Moisture Storage
Go
Created Precipitation given Change in Moisture Storage
Go
Created Runoff given Change in Moisture Storage
Go
Created Subsurface Outflow given Change in Moisture Storage
Go
Created Average Velocity in Moderately Deep Streams
Go
Created Average velocity obtained by using reduction factor
Go
Created Surface Velocity given Average of Velocity
Go
Created Velocity Distribution in Rough Turbulent Flow
Go
Created Clear Span in Direction Moments given Total Static Design Moment
Go
Created Strip Width given Total Static Design Moment
Go
Created Total Static Design Moment in Strip
Go
Created Uniform Design Load Per Unit of Slab Area given Total Static Design Moment
Go
2 More Flat Plate Construction Calculators
Go
Verified Discharge Flowing by Jet
Go
Verified Discharge Flowing in Direction Normal to Plate
Go
Verified Discharge Flowing in Direction Parallel to Plate
Go
9 More Flat Plate Inclined at an Angle to the Jet Calculators
Go
Verified Area of Cross Section of Jet for Force Exerted by Stationary Plate on Jet
Go
Verified Force Exerted by Stationary Plate on Jet
Go
Verified Velocity for Force Exerted by Stationary Plate on Jet
Go
3 More Flat Plate Normal to the Jet Calculators
Go
Verified Absolute Velocity given Thrust Exerted by Jet on Plate
Go
Verified Dynamic Thrust Exerted on Plate by Jet
Go
Verified Velocity of jet given dynamic thrust exerted by jet on plate
Go
Verified Work Done by Jet on Plate per Second
Go
2 More Flat Plate Normal to the Jet Calculators
Go
Verified Modular Ratio for Equivalent Width of Flitched Beam
Go
2 More Flitched Beam Calculators
Go
Created Average Inflow denoting at beginning and end of Time Interval
Go
Created Average Inflow given Change in Storage
Go
Created Average Outflow Denoting Beginning and End of Time Interval
Go
Created Average Outflow in Time given Change in Storage
Go
Created Change in Storage Denoting Beginning and End of Time Interval
Go
Created Change in Storage denoting beginning and end of Time Interval with respect to Inflow and Outflow
Go
Created Inflow at Beginning of Time Interval given Average Inflow
Go
Created Inflow at End of Time Interval given Average Inflow
Go
Created Inflow Rate given Rate of Change of Storage
Go
Created Outflow at Beginning of Time Interval given Average Inflow
Go
Created Outflow at End of Time Interval given Average Inflow
Go
Created Outflow Rate given Rate of Change of Storage
Go
Created Rate of Change of Storage
Go
Created Storage at Beginning of Time Interval
Go
Created Storage at end of Time Interval
Go
Created Storage at end of time interval of reservoir
Go
Verified Additional Head given Discharge for Cipolletti Weir Considering Velocity
Go
Verified Coefficient of Discharge given Discharge for Cipolletti Weir
Go
Verified Discharge for Cipolletti Weir
Go
Verified Discharge for Cipolletti Weir if Velocity is Considered
Go
Verified Discharge over Cipolletti Weir by Francis Cipolletti
Go
Verified Discharge over Trapezoidal Notch if overall Coefficient of Discharge for Trapezoidal notch
Go
Verified Head given Discharge for Cipolletti Weir
Go
Verified Head given Discharge for Cipolletti Weir using Velocity
Go
Verified Head given Discharge over Cipolletti Weir
Go
Verified Length of Crest given Discharge for Cipolletti Weir
Go
Verified Length of Crest given Discharge over Cipolletti Weir by Francis, Cipolletti
Go
Verified Length of Crest when Discharge for Cipolletti Weir and Velocity is Considered
Go
Verified Coefficient of Discharge when Discharge for Triangular Weir when Angle is 90
Go
Verified Discharge for Entire Triangular Weir
Go
Verified Discharge for Triangular Weir if Angle is at 90
Go
Verified Discharge for Triangular Weir if Coefficient Discharge is Constant
Go
Verified Discharge for Triangular Weir if Velocity is Considered
Go
Verified Head for Discharge for Entire Triangular Weir
Go
Verified Head when Coefficient Discharge is Constant
Go
Verified Head when Discharge for Triangular Weir Angle is 90
Go
Verified Approach Velocity
Go
Verified Bazins Formula for Discharge if Velocity is considered
Go
Verified Bazins Formula for Discharge if Velocity is not considered
Go
Verified Coefficient for Bazin Formula
Go
Verified Coefficient for Bazin Formula if Velocity is considered
Go
Verified Coefficient of Discharge given Discharge Passing over Weir considering Velocity
Go
Verified Coefficient when Bazin Formula for Discharge if Velocity is considered
Go
Verified Coefficient when Bazin Formula for Discharge Velocity is not considered
Go
Verified Depth of Water Flow in Channel given Velocity Approach
Go
Verified Francis Formula for Discharge for Rectangular Notch if Velocity is considered
Go
Verified Francis Formula for Discharge for Rectangular Notch if Velocity not considered
Go
Verified Rehbocks Formula for Coefficient of Discharge
Go
Verified Rehbocks Formula for Discharge over Rectangular Weir
Go
Verified Width of Channel given Velocity Approach
Go
3 More Flow Over Rectangular Sharp-Crested Weir or Notch Calculators
Go
Created Number of Data Points given Percentage Probability of Flow Magnitude
Go
Created Order Number of Discharge given Percentage Probability of Flow Magnitude
Go
Created Percentage probability of flow magnitude
Go
Created Discharge at Structure
Go
Created Free Flow Discharge under Head using Submerged Flow over Weir
Go
Created Head over weir given discharge
Go
Created Submerged Flow over Weir using Villemonte Formula
Go
Created Average per Cycle Exchange Coefficient
Go
Created Channel Depth given Vessel Blockage Ratio
Go
Created Channel Width given Vessel Blockage Ratio
Go
Created Concentration of Substance after i Tidal Cycles
Go
Created Continuity and Energy Equations given Froude Number, Drawdown and Vessel Blockage Ratio
Go
Created Direction of Wave Propagation for Froude numbers up to unity
Go
Created Drawdown with respect to Water Depth
Go
Created Froude Number where Particle Motion in Vessel generated Waves does not Reach Bottom
Go
Created Individual Wave Celerity created by Moving Vessel
Go
Created Initial Concentration of Substance in Harbor Water
Go
Created Return Flow Velocity
Go
Created Vessel Blockage Ratio
Go
Created Vessel Speed given Froude Number
Go
Created Vessel Speed given Individual Wave Celerity created by Moving Vessel
Go
Created Vessel Speed given Return Flow Velocity
Go
Created Vessel's Midsection Wetted Cross-Sectional Area given Vessel Blockage Ratio
Go
Created Water Depth given Froude Number
Go
Verified Deflection in Leaf Spring given Load
Go
Verified Load given Deflection in Leaf Spring
Go
Verified Modulus of Elasticity in Leaf Spring given Deflection
Go
Verified Number of plates given Deflection in Leaf Spring
Go
Verified Thickness given Deflection in Leaf Spring
Go
Verified Width given Deflection in Leaf Spring
Go
Verified Anchorage Slip given Settling Length
Go
Verified Area of Prestressing Steel given Settling Length
Go
Verified Loss of Prestress due to Slip
Go
Verified Pressure Drop given Setting Length
Go
Verified Pressure Drop when Anchorage Slip and Settling Length are Considered
Go
Verified Prestressing Force after Immediate Loss when Reverse Friction Effect is Considered
Go
Verified Prestressing Force at distance x when Reverse Friction is Considered
Go
Verified Settling Length given Pressure Drop
Go
Verified Settling Length given Prestressing Force Immediately after Loss
Go
Verified Slip of Anchorage
Go
Created Angular Speed of Earth for given Coriolis Frequency
Go
Created Coriolis Frequency
Go
Created Coriolis Frequency given Horizontal Component of Coriolis Acceleration
Go
Created Drag Coefficient
Go
Created Drag Coefficient given Wind Stress
Go
Created Horizontal Component of Coriolis Acceleration
Go
Created Horizontal Speed across Earth's Surface given Coriolis Frequency
Go
Created Horizontal Speed across Earth's Surface given Horizontal Component of Coriolis Acceleration
Go
Created Latitude given Coriolis Frequency
Go
Created Latitude given Magnitude of Horizontal Component of Coriolis Acceleration
Go
Created Magnitude of Horizontal Component of Coriolis Acceleration
Go
Created Wind Speed at Height 10 m for Drag Coefficient
Go
Created Wind Speed at Height 10 m given Wind Stress
Go
Created Wind Stress
Go
Verified Allowable Compressive Stress in Rectangular Section
Go
3 More Forest Products Laboratory Recommendations Calculators
Go
Created Angle of Current Relative to Longitudinal Axis of Vessel for Form Drag of Vessel
Go
Created Average Current Speed for Form Drag of Vessel
Go
Created Form Drag Coefficient given Form Drag of Vessel
Go
Created Form Drag of Vessel due to Flow of Water Past Vessel's Cross-sectional Area
Go
Created Form Drag of Vessel given Total Longitudinal Current Load on Vessel
Go
Created Vessel Beam given Form Drag of Vessel
Go
Created Vessel Draft given Form Drag of Vessel
Go
Created Natural Free Oscillation Period
Go
Created Natural Free Oscillation Period for Average Horizontal Velocity at Node
Go
Created Natural Free Oscillation Period for Closed Basins
Go
Created Natural Free Oscillation Period for Open Basin
Go
Created Natural Free Oscillation period given Maximum Horizontal Particle Excursion at Node
Go
Created Water Depth given Natural Free Oscillation Period
Go
Created Froude Scaling
Go
Created Froude Scaling given Velocity and Length
Go
Created Gravity Forces for Froude Scaling
Go
Created Inertia or Pressure Forces given Froude Scaling
Go
Created Length for Froude Scaling
Go
Created Scale Factor for Length given Scale Factor for Time
Go
Created Scale Factor for Time
Go
Created Velocity for Froude Scaling
Go
Verified Area of Concrete Section when Transformed Area is Calculated
Go
Verified Area of Prestressing Steel given Transformed Area
Go
Verified Transformed Area of Prestressed Member
Go
Verified Transformed Area of Prestressed Member given Gross Area of Member
Go
Verified Compressive Stress due to External Moment
Go
Verified Cross Sectional Area given Compressive Stress
Go
Verified External Moment with Known Compressive Stress
Go
Verified Length of Span given Uniform Load
Go
Verified Prestressing Force given Compressive Stress
Go
Verified Prestressing Force given Uniform Load
Go
Verified Resulting Stress due to Moment and Prestress and Eccentric Strands
Go
Verified Resulting Stress due to Moment and Prestressing Force
Go
Verified Sag of Parabola given Uniform Load
Go
Verified Stress due to Prestress Moment
Go
Verified Uniform Compressive Stress due to Prestress
Go
Verified Upward Uniform Load using Load Balancing Method
Go
Created Air Trips between i and j
Go
Created Air Trips in Year y for Stated Purpose under Leisure Category
Go
Created Country Pair Relation Index given Air Traffic between Stations i and j
Go
Created Factor to adjust for Quantum Effects given Air Trips between i and j
Go
Created Income for Leisure given Air Trips for Stated Purpose under Leisure Category
Go
Created Population at i given Air Trips between i and j
Go
Created Population at Origin given Air Trips in Year y for Stated Purpose under Leisure Category
Go
Created Time in Years given Air Trips between i and j
Go
Verified Depth of Flow given Wetted Area for Rectangle
Go
11 More Geometrical Properties of Rectangular Channel Section Calculators
Go
Verified Hydraulic Depth for Trapezoidal
Go
Verified Width of Sections given Hydraulic Radius
Go
15 More Geometrical Properties of Trapezoidal Channel Section Calculators
Go
Verified Depth of Flow for Wetted Perimeter for Triangle
Go
Verified Hydraulic Radius of Flow
Go
Verified Wetted Perimeter for Triangular Section
Go
14 More Geometrical Properties of Triangular Channel Section Calculators
Go
Created Inflow at Beginning of Time Interval
Go
Created Inflow at End of Time Interval
Go
Created Outflow at Beginning of Time Interval
Go
Created Outflow at End of Time Interval
Go
Verified Gradient given Camber
Go
Verified Height for Straight Line Camber
Go
10 More Gradients Calculators
Go
Verified Load given Stress due to gradually Applied Load
Go
Verified Stress due to gradually Applied Load
Go
1 More Gradually Applied Load Calculators
Go
Created Capillary Suction given Infiltration Capacity
Go
Created Cumulative Infiltration Capacity given Green-Ampt Parameters of Infiltration Model
Go
Created Darcy's Hydraulic Conductivity given Infiltration Capacity from Green-Ampt Equation
Go
Created Green Ampt Equation
Go
Created Infiltration Capacity given Green-Ampt Parameters of Infiltration Model
Go
Created Porosity of Soil given Infiltration Capacity from Green-Ampt Equation
Go
Created Darcy's Law
Go
Created Elevation Head using Total Head
Go
Created Kinematic Viscosity of Water given Reynolds Number of Value Unity
Go
Created Pressure Head for given Total Head
Go
Created Representative Particle Size given Reynolds Number of Value Unity
Go
Created Reynolds Number of Value Unity
Go
Created Total Head
Go
Created Base flow when Possible Recharge is Considered
Go
Created Catchment Area usually Watershed Area when Possible Recharge is considered
Go
Created Equation for Base Flow into Stream from Area
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 Area across Boundary
Go
Created Equation for Recharge from Irrigation in Area
Go
Created Equation for Recharge from Rainfall
Go
Created Equation for Recharge from Stream into Ground water Body
Go
Created Equation for Recharge from Tanks and Ponds
Go
Created Equation for Recharge from Water Conservation Structures
Go
Created Equation for Recharge when Gross Water Draft is considered
Go
Created Equation for Specific Yield
Go
Created Equation for Water Level Fluctuation
Go
Created Equation for Watershed Area about Specific Yield and Water Level Fluctuation
Go
Created Net Ground Water Flow given Possible Recharge
Go
Created Possible Recharge given Gross Recharge due to Rainfall
Go
Created Possible Recharge given other Recharge Factors
Go
Created Recharge from Stream into Ground water Body given Possible Recharge
Go
Created Specific Yield when Possible Recharge and Gross Water Draft is considered
Go
Created Water Level Fluctuation when Possible Recharge and Gross Water Draft is considered
Go
Created Group Velocity given Wave Power per unit Crest Width
Go
Created Group Velocity of Waves
Go
Created Radian Frequency given Wave Propagation
Go
Created Surface Elevation
Go
Created Total Energy per unit of Area given Wave Power per unit Crest Width
Go
Created Wave Power per unit Crest Width
Go
Created Wave Speed
Go
Created Wave Speed given Group Velocity
Go
Created Wavenumber given Wave Speed
Go
Created Frequency Factor as applicable to Infinite Sample Size
Go
Created Frequency Factor given Variate 'x' with respect to Return Period
Go
Created Frequency Factor in Gumbel's Equation for Practical Use
Go
Created General Equation of Hydrologic Frequency Analysis
Go
Created Gumbel's Variate 'x' with Recurrence Interval for Practical Use
Go
Created Mean of variate in flood frequency studies
Go
Created Mean Variate given Variate 'x' with Recurrence Interval for Practical Use
Go
Created Reduced Mean when Frequency Factor and Standard Deviation are considered
Go
Created Reduced Standard Deviation when Variate and Reduced Mean is considered
Go
Created Reduced Variate when Frequency Factor and Standard Deviation are considered
Go
Created Reduced Variate with respect to Return Period
Go
Created Reduced Variate with respect to Return Period when Frequency Factor is considered
Go
Created Reduced variate 'Y' for given return period
Go
Created Reduced Variate 'Y' in Gumbel's Method
Go
Verified Diameter of Pipe given Head Loss over Length of Pipe with Discharge
Go
Verified Diameter of Pipe given Pressure Drop over Length of Pipe
Go
Verified Mean Velocity of Flow given Pressure Drop over Length of Pipe
Go
Verified Pressure drop over length of pipe
Go
16 More Hagen–Poiseuille Equation Calculators
Go
Created Additional Length accounting for Mass Outside each End of Channel
Go
Created Additional Length to account for Mass Outside each end of Channel
Go
Created Average Horizontal Velocity at Node
Go
Created Basin Length along Axis for given Period of Fundamental Mode
Go
Created Basin Length along axis given Maximum Oscillation Period corresponding to Fundamental Mode
Go
Created Basin Surface Area given Resonant Period for Helmholtz mode
Go
Created Channel Cross-sectional Area given Resonant Period for Helmholtz mode
Go
Created Channel Length for Resonant Period for Helmholtz Mode
Go
Created Maximum Horizontal Particle Excursion at Node
Go
Created Maximum Horizontal Velocity at Node
Go
Created Maximum Oscillation Period corresponding to Fundamental Mode
Go
Created Period for Fundamental Mode
Go
Created Resonant Period for Helmholtz Mode
Go
Created Standing Wave Height for Average Horizontal Velocity at Node
Go
Created Standing Wave Height given Maximum Horizontal Particle Excursion at Node
Go
Created Standing Wave Height given Maximum Horizontal Velocity at Node
Go
Created Water Depth for given Period for Fundamental Mode
Go
Created Water Depth given Average Horizontal Velocity at Node
Go
Created Water Depth given Maximum Horizontal Particle Excursion at Node
Go
Created Water Depth given Maximum Horizontal Velocity at Node
Go
Created Water Depth given Maximum Oscillation Period corresponding to Fundamental Mode
Go
Created Wave Length for Average Horizontal Velocity at Node
Go
Created Form Number
Go
Created Lunar-Solar Constituent given Form Number
Go
Created Principal Lunar Diurnal Constituent given Form Number
Go
Created Principal Lunar Semi-Diurnal Constituent given Form Number
Go
Created Principal Solar Semi-Diurnal Constituent given Form Number
Go
Created Radian Frequencies for Prediction of Tides
Go
Created Time period of n'th contribution of tide prediction given radian frequencies
Go
Verified Diameter of Wheel given Hoop Stress due to Temperature Fall
Go
5 More Hoop Stress due to Temperature Fall Calculators
Go
Created Major Horizontal Semi Axis for Deep Water Condition
Go
Created Major Horizontal Semi Axis for Shallow Water Condition
Go
Created Minor Vertical Semi Axis for Shallow Water Condition
Go
Created Minor Vertical Semi-Axis for Deep Water Condition
Go
Created Phase Angle for Horizontal Fluid Particle Displacements
Go
Created Sea Bed Given Minor Vertical Semi-Axis for Shallow Water Condition
Go
Created Water Depth for Major Horizontal Semi-Axis for Shallow Water Condition
Go
Created Water Depth Given Minor Vertical Semi-Axis for Shallow Water Condition
Go
Created Wave Height for Major Horizontal Semi-Axis Deep Water Condition
Go
Created Wave Height for Major Horizontal Semi-Axis for Shallow Water Condition
Go
Created Wave Height for Minor Vertical Semi-Axis Deep Water Condition
Go
Created Wave Height Given Minor Vertical Semi-Axis for Shallow Water Condition
Go
Created Wavelength for Major Horizontal Semi-Axis for Shallow Water Condition
Go
Verified Shear given Horizontal Shear Flow
Go
4 More Horizontal Shear Flow Calculators
Go
Created Infiltration rate by Horton's equation
Go
Verified Head given Coefficient for Bazin Formula
Go
Verified Head given Coefficient using Bazin Formula and Velocity
Go
Verified Head over Crest given Discharge Passing over Weir with Velocity
Go
Verified Head when Bazin Formula for Discharge if Velocity is considered
Go
Verified Head when Bazin Formula for Discharge if Velocity is not considered
Go
Verified Head when End Contractions is suppressed
Go
2 More Hydraulic Head Calculators
Go
Verified Depth below Surface for Total Pressure per unit Area for Dams on Soft Foundations
Go
3 More Hydraulic Head Calculators
Go
Verified Conjugate Depth y1 given Froude Number Fr1
Go
10 More Hydraulic Jump in Rectangular Channel Calculators
Go
Verified Flow Rate given Power in Kilowatt
Go
Verified Flow Rate given Power obtained from Water Flow in Horsepower
Go
4 More Hydroelectric Power Generation Calculators
Go
Created Discharge at initial time
Go
Created Discharge at Initial Time in Alternative form of Exponential Decay
Go
Created Discharge given Storage
Go
Created Discharge in Alternative form of Exponential Decay
Go
Created Discharge with respect to Recession Constant
Go
Created Drainage Area given Time Interval from peak in straight line method of baseflow separation
Go
Created Recession Constant
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 Time Interval from Peak in Straight Line method of Baseflow Separation
Go
Created Equation for Linear Storage
Go
Created Outflow given Linear Storage
Go
Created Storage during beginning of time interval for continuity equation of reach
Go
Created Storage during end of time interval in continuity equation for reach
Go
Created Storage during end of time interval in Muskingum method of Routing
Go
Created Storage in beginning of time interval
Go
Created Total wedge storage in channel reach
Go
Created Coefficient of Discharge when Outflow is Considered
Go
Created Effective length of spillway crest when outflow is considered
Go
Created Head over Spillway when Outflow is Considered
Go
Created Outflow in Spillway
Go
Created Daily Groundwater Inflow
Go
Created Daily Seepage Outflow
Go
Created Daily Surface Inflow into Lake
Go
Created Daily Surface Outflow from Lake
Go
Created Daily Transpiration Loss
Go
Created Increase in Lake Storage in day
Go
Created Coordinate measured Downward from Top given Effective Tension
Go
Created Coordinate measured Downward from Top given Tension on Vertical Drill String
Go
Created Cross Section Area of Steel given Effective Tension
Go
Created Cross Section Area of Steel in Pipe given Tension on Vertical Drill String
Go
Created Effective Tension given Buoyant Force acts in Direction opposite to Gravity Force
Go
Created Length of Pipe Hanging given Lower Section of Drill String Length in Compression
Go
Created Length of Pipe Hanging in Well given Effective Tension
Go
Created Length of Pipe Hanging in Well given Tension on Vertical Drill String
Go
Created Length of Pipe Hanging in Well given Vertical Force at Bottom End of Drill String
Go
Created Lower Section of Drill String Length that is in Compression
Go
Created Mass Density of Drilling Mud for Lower Section of Drill String Length in Compression
Go
Created Mass Density of Drilling Mud given Vertical Force at Bottom End of Drill String
Go
Created Mass Density of Drilling Mud when Buoyant Force acts in Direction opposite to Gravity Force
Go
Created Mass Density of Steel for Lower Section of Drill String Length in Compression
Go
Created Mass Density of Steel for Tension on Vertical Drill String
Go
Created Mass Density of Steel when Buoyant Force acts in Direction opposite to Gravity Force
Go
Created Tension on Vertical Drill String
Go
Created Vertical Force at Bottom End of Drill String
Go
I-Beam (6)
Verified Breadth of Flange Given Longitudinal Shear Stress in Web for I beam
Go
Verified Longitudinal Shear Stress in Flange at Lower Depth of I beam
Go
Verified Moment of Inertia given Longitudinal Shear Stress in Web for I beam
Go
Verified Polar Moment of Inertia given Torsional Shear Stress
Go
Verified Transverse Shear for Longitudinal Shear Stress in Web for I Beam
Go
Verified Transverse Shear force given Maximum Longitudinal Shear Stress in Web for I beam
Go
6 More I-Beam Calculators
Go
Created Equation for Runoff for Deccan Plateau
Go
Created Equation for Runoff for Ghat Regions of Western India
Go
Created Inglis Formula for areas between 160 to 1000 square kilometers
Go
Created Inglis Formula for Larger Areas
Go
Created Inglis Formula for Small Areas (also applicable for fan shaped catchment)
Go
Created Average Area over Channel Length for Flow through Inlet into Bay
Go
Created Average Area over Channel Length using King's Dimensionless Velocity
Go
Created Average Velocity in Channel for Flow through Inlet into Bay
Go
Created Bay Tide Amplitude given Tidal Prism Filling Bay
Go
Created Change of Bay Elevation with Time for Flow through Inlet into Bay
Go
Created Darcy - Weisbach Friction term given Inlet Impedance
Go
Created Dimensionless parameter function of hydraulic radius and Manning's roughness coefficient
Go
Created Duration of Inflow given Inlet Channel Water Surface Elevation of Bay
Go
Created Entrance Energy Loss Coefficient given Inlet Impedance
Go
Created Exit Energy Loss Coefficient given Inlet Impedance
Go
Created Hydraulic Radius given Dimensionless Parameter
Go
Created Inlet Channel Velocity
Go
Created Inlet Friction Coefficient given Keulegan Repletion Coefficient
Go
Created Inlet Friction Coefficient Parameter given Keulegan Repletion Coefficient
Go
Created Inlet Hydraulic Radius given Inlet Impedance
Go
Created Inlet Impedance
Go
Created Inlet Length given Inlet Impedance
Go
Created Keulegan Repletion Coefficient
Go
Created King's Dimensionless Velocity
Go
Created Manning's Roughness Coefficient using Dimensionless Parameter
Go
Created Maximum Cross-Sectionally Averaged Velocity during Tidal Cycle
Go
Created Maximum Cross-Sectionally Averaged Velocity during Tidal Cycle given Inlet Channel Velocity
Go
Created Ocean Tide Amplitude using King's Dimensionless Velocity
Go
Created Surface Area of Bay for Flow through Inlet into Bay
Go
Created Surface Area of Bay given Tidal Prism Filling Bay
Go
Created Surface Area of Bay using King's Dimensionless Velocity
Go
Created Tidal Period using King's Dimensionless Velocity
Go
Created Tidal Prism Filling Bay
Go
Created Duration of rainfall given interception loss
Go
Created Evaporation rate given interception Loss
Go
Created Interception Loss
Go
Created Interception storage given interception loss
Go
Created Ratio of Vegetal Surface Area to its Projected Area given Interception Loss
Go
Verified Conveyance Function determined by Chezy's Law
Go
Created Conveyance Function Determined by Manning's Law
Go
Verified Cross-sectional Area using Chezy's Law
Go
Created Cross-sectional Area using Manning's Law
Go
Created Friction Slope
Go
Created Instantaneous discharge given friction slope
Go
Created Wetted Perimeter from Manning's Law
Go
Verified Wetted Perimeter using Chezy's Law
Go
Created Average of Highest One Tenth of Runups
Go
Created Average of Highest One Third of Runups
Go
Created Deepwater surf similarity parameter given average of highest one tenth of runups
Go
Created Deepwater Surf Similarity Parameter given Maximum Runup
Go
Created Deepwater Surf Similarity Parameter given Mean Runup
Go
Created Deepwater surf similarity parameter given runup
Go
Created Deepwater wave height given average of highest one tenth of runups
Go
Created Deepwater wave height given average of highest one third of runups
Go
Created Deepwater Wave Height given Maximum Runup
Go
Created Deepwater Wave Height given Mean Runup
Go
Created Deepwater wave height given runup exceeded by 2 percent of runup crests
Go
Created Maximum Runup
Go
Created Mean Runup
Go
Created Runup exceeded by 2 percent of runup crests
Go
Created Surf similarity parameter given average of highest one third of runups
Go
Created Wave Period given long wave simplification for wavelength
Go
Verified Force exerted on Tank due to Jet
Go
6 More Jet Propulsion of Orifice Tank Calculators
Go
Verified Absolute Velocity of Issuing jet given Propelling Force
Go
Verified Propelling Force
Go
8 More Jet Propulsion of Ships Calculators
Go
Verified Cross Sectional Area for Force Exerted on Plate in Direction of Flow of Jet
Go
Verified Force Exerted on Plate in Direction of Flow of Jet on Stationary Curved Vane
Go
Verified Force Exerted on Plate in Direction of Flow of Jet when Theta is Zero
Go
Verified Velocity for Force Exerted on Plate in Direction of Flow of Jet
Go
Verified Area of Cross Section for Force Exerted by Jet on Vane in x Direction
Go
Verified Force exerted by jet on vane in x direction
Go
Verified Specific weight for force exerted by jet on vane in x direction
Go
Verified Velocity for force exerted by jet on vane in x direction
Go
4 More Jet Striking an Unsymmetrical Stationary Curved Vane Tangentially at one of the Tips Calculators
Go
Verified Jet Velocity given Output Power
Go
Verified Jet Velocity given Power Lost
Go
2 More Jet Velocity Calculators
Go
Created Gel-Space Ratio for Complete Hydration
Go
Verified Target Mean Strength for Mix Design
Go
Created Volume of Empty Capillary Pores
Go
Created Volume of Products of Hydration Per Unit of Dry Cement
Go
Verified Weight of Mixing Water in Batch
Go
5 More Job Mix Concrete Volume Calculators
Go
Created Annual Sediment Yield Rate
Go
Created Catchment Area given Volume of Sediment Yield per Year from Catchment Area
Go
Created Catchment Area when Annual Sediment Yield Rate
Go
Created Volume of Sediment Yield per Year from Catchment Area
Go
Created Annual Sediment Yield Rate on volume basis
Go
Created Area of catchment given volume of sediment yield per year from catchment
Go
Created Catchment Area when Annual Sediment Yield Rate on Volume basis
Go
Created Volume of Sediment Yield per year from Catchment
Go
Created Mean Monthly Temperature of Catchment given Monthly Losses
Go
Created Monthly losses given mean monthly temperature of catchment
Go
Created Monthly Losses using Monthly Runoff
Go
Created Monthly Precipitation given Monthly Runoff
Go
Created Monthly Runoff
Go
Created Kinetic Energy due to Particle Motion
Go
Created Kinetic Energy given Total Wave Energy
Go
Created Wave Height given Kinetic Energy due to Particle Motion
Go
Created Wave Length for Kinetic Energy due to Particle Motion
Go
Created Kirpich Adjustment Factor
Go
Created Maximum Length of Travel of Water
Go
Created Slope of catchment about given time of concentration
Go
Created Time of Concentration from Kirpich Adjustment Factor
Go
Created Kostiakov Equation
Go
Verified Discharge given Mean Velocity of Flow
Go
Verified Discharge given Viscosity
Go
Verified Distance between Plates given Discharge
Go
Verified Distance between Plates given Maximum Velocity between Plates
Go
Verified Distance between Plates given Mean Velocity of Flow
Go
Verified Distance between Plates given Mean Velocity of Flow with Pressure Gradient
Go
Verified Distance between Plates using Velocity Distribution Profile
Go
Verified Maximum Shear Stress in fluid
Go
Verified Maximum Velocity between Plates
Go
11 More Laminar Flow between Parallel Plates, both plates at rest Calculators
Go
Verified Diameter of Section given Discharge per Unit Channel Width
Go
Verified Diameter of Section given Mean Velocity of Flow
Go
Verified Discharge per unit channel width
Go
Verified Dynamic Viscosity given Mean Velocity of Flow in Section
Go
Verified Slope of Channel given Discharge per Unit Channel Width
Go
Verified Slope of Channel given Mean Velocity of Flow
Go
12 More Laminar Flow of Fluid in an Open Channel Calculators
Go
Created Additional Distance required for Turns given Distance between Center lines
Go
Created Distance between Center Lines of Runway and Parallel Taxiway
Go
Created Equation for Landing Distance
Go
Created Stopping Distance given Landing Distance
Go
Verified Diameter of Wheel given Lap of Flange
Go
Verified Extra Track Width in Curves
Go
Verified Lap of Flange given Diameter of Wheel
Go
Verified Lap of Flange given Extra Width of Track
Go
Verified Radius of Curve given Extra Width
Go
Verified Wheel Base given Extra Width
Go
Verified Characteristic Length given Seat Load on Rail
Go
Verified Maximum Contact Shear Stress
Go
Verified Maximum Load on Rail Seat
Go
Verified Radius of Wheel given Shear Stress
Go
Verified Section Modulus of Rail given Seat Load
Go
Verified Sleeper Spacing given Seat Load on Rail
Go
Verified Static Wheel Load given Shear Stress
Go
Verified Wheel Load given Seat Load
Go
Verified Deflection in Leaf Spring given Moment
Go
Verified Length given Deflection in Leaf Spring
Go
Verified Modulus of Elasticity given Deflection in Leaf Spring and Moment
Go
Verified Moment given Deflection in Leaf Spring
Go
Verified Moment of Inertia given Deflection in Leaf Spring
Go
Verified Length given Bazins Formula for Discharge if Velocity is not considered
Go
Verified Length of Crest given Discharge Passing over Weir
Go
Verified Length of Crest when Discharge and Velocity is considered
Go
Verified Length of Crest when Discharge and Velocity is not considered
Go
Verified Length of Crest when Francis Formula Discharge and Velocity is considered
Go
Verified Length of Crest when Francis Formula Discharge and Velocity is not considered
Go
Verified Length when Bazins formula for Discharge if Velocity is considered
Go
2 More Length of Crest Calculators
Go
Created Average Depth of Stream given Length of reach
Go
Created Average Width of Stream using Mixing Length
Go
Created Length of Reach
Go
Created Dimensionless Wave Speed
Go
Created Equation for Constant A from linear equations of Standing Waves
Go
Created Guo Formula of Linear Dispersion Relation
Go
Created Guo Formula of Linear Dispersion Relation for Wave Number
Go
Created Radian Frequency of Wave
Go
Created Radian Frequency of Waves
Go
Created Radian frequency of waves given equation for constant
Go
Created Relative Wavelength
Go
Created Velocity of Propagation in Linear Dispersion Relation
Go
Created Velocity of Propagation in Linear Dispersion Relation given Wavelength
Go
Created Wave Height given Equation for Constant A
Go
Created Wave Number of Convenient Empirical Explicit Approximation
Go
Created Wave period given radian frequency of waves
Go
Created Wavelength given wave number
Go
Verified Angle of Inclination of Free Surface
Go
Verified Constant Horizontal Acceleration given Angle of Inclination of Free Surface
Go
Verified Total Force Exerted at Any Section on Container
Go
Verified Vertical Depth below Surface for Gauge Pressure at any point in Liquid
Go
7 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators
Go
Verified Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Go
13 More Load-Factor Design for Bridge Beams Calculators
Go
Created Horizontal Component of Local Fluid Velocity
Go
Created Local Fluid Particle Acceleration of Horizontal Component
Go
Created Local Fluid Particle Acceleration of Vertical Component of Fluid Velocity
Go
Created Vertical Component of Local Fluid Velocity
Go
Created Wave Period for Horizontal Component of Local Fluid Velocity
Go
Created Wave Period for Vertical Component of Local Fluid Velocity
Go
Created Adjusted Coefficient of Skew
Go
Created Coefficient of Skew of Variate Z given Adjusted Coefficient of Skew
Go
Created Equation for Base Series of Z Variates
Go
Created Equation for Z Series for any Recurrence Interval
Go
Created Frequency Factor given Z series for Recurrence Interval
Go
Created Mean Series of Z Variates given Z series for Recurrence Interval
Go
Created Partial Duration Series
Go
Created Sample Size given Adjusted Coefficient of Skew
Go
Verified Area given Longitudinal Shear Stress
Go
Verified Breadth for given Longitudinal Shear Stress
Go
Verified Moment of Inertia given Longitudinal Shear Stress
Go
1 More Longitudinal Shear Stress Calculators
Go
Verified Average Longitudinal Shear Stress for Rectangular Section
Go
Verified Breadth given Average Longitudinal Shear Stress for Rectangular Section
Go
6 More Longitudinal Shear Stress for Rectangular Section Calculators
Go
Verified Transverse Shear given Average Longitudinal Shear Stress for Solid Circular Section
Go
5 More Longitudinal Shear Stress for Solid Circular Section Calculators
Go
Verified Moment of Inertia of Longitudinal Stiffeners
Go
Verified Web Thickness given Moment of Inertia of Longitudinal Stiffeners
Go
Created Beach Slope modified for Wave Setup
Go
Created Longshore Current at Mid-Surf Zone
Go
Created Longshore Current Speed
Go
Created Radiation Stress Component
Go
Created Ratio of Wave Group Speed and Phase Speed
Go
Created Root-mean-square Wave Height at Breaking given Longshore Current at Mid-Surf Zone
Go
Created Wave Height given Radiation Stress Component
Go
Verified Loss in Prestress given Creep Strain
Go
Verified Loss in Prestress given Shrinkage Strain
Go
Verified Shrinkage Strain for Post tensioning
Go
Verified Ultimate Creep Strain
Go
Verified Ultimate Shrinkage Strain given Loss in Prestress
Go
2 More Losses due to Creep and Shrinkage Calculators
Go
Created Cease to Flow Depth given Depth at Gauging Station
Go
Created Depth at Gauging Station
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 Horsepower given Quantity of Oil
Go
Verified Hourly Cost Worker
Go
Verified Hourly Depreciation
Go
Verified Life Span of Machine
Go
Verified Quantity of Lubricating Oil
Go
Created Hydraulic radius in Manning's formula
Go
Created Hydraulic Radius using Manning Equation
Go
Created Manning's Equation
Go
Created Slope of Gradient of Stream Bed given Discharge in Manning's Equation
Go
Verified Manning's Formula for Average Velocity
Go
Verified Manning's Formula for Hydraulic Radius given Average Velocity
Go
5 More Manning's Formula in Uniform Flow Calculators
Go
Created Mass Transport Velocity to second-order
Go
Created Wave Height for Mass Transport Velocity to second-order
Go
Verified Creep Coefficient in European Code
Go
Verified Empirical Formula for Secant Modulus Proposed by Hognestad in ACI Code
Go
Verified Empirical Formula for Secant Modulus Proposed by Jensen
Go
Verified Empirical Formula for Secant Modulus using ACI Code Provisions
Go
Verified Instantaneous Strain given Cc
Go
Verified Total Strain
Go
Verified Total Strain given Creep Coefficient
Go
Verified Number of Bearing Plates per km of Track
Go
Verified Number of Bearing Plates per km of Track using Number of Rails
Go
Verified Number of Dog Spikes per km of Track for Timber Sleepers
Go
Verified Number of Fish Bolts per km of Track
Go
Verified Number of Fish-Plates per km of Track
Go
Verified Number of Rails using Bearing Plates
Go
Verified Number of Rails using Fish Bolts
Go
Verified Number of Rails using Fish Plates
Go
Verified Number of Sleepers using Dog Spikes
Go
Verified Number of Ssleepers using Bearing Plates
Go
13 More Materials Required per km of Railway Track Calculators
Go
Created Duration given Maximum Intensity
Go
Created Maximum Intensity in General Form
Go
Created Return Period given Maximum Intensity
Go
Verified Base of Triangular Section given Maximum Shear Stress
Go
Verified Transverse Shear Force of Triangular Section given Shear Stress at Neutral Axis
Go
6 More Maximum Stress of a Triangular Section Calculators
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 Ambient Pressure at Periphery of Storm
Go
Created Characteristic Wave Height given Dimensionless Wave Height
Go
Created Cyclostrophic Approximation to Wind Speed
Go
Created Dimensionless Fetch
Go
Created Dimensionless Fetch given Fetch-limited Dimensionless Wave Height
Go
Created Dimensionless Wave Frequency
Go
Created Dimensionless Wave Height
Go
Created Direction in Cartesian Coordinate System
Go
Created Direction in Standard Meteorological Terms
Go
Created Distance from Center of Storm Circulation to Location of Maximum Wind Speed
Go
Created Fetch-Limited Dimensionless Wave Height
Go
Created Frequency of Spectral Peak for Dimensionless Wave Frequency
Go
Created Friction Velocity for Dimensionless Wave Frequency
Go
Created Friction Velocity given Dimensionless Fetch
Go
Created Friction Velocity given Dimensionless Wave Height
Go
Created Fully Developed Wave Height
Go
Created Maximum Velocity in Storm
Go
Created Pressure Profile in Hurricane Winds
Go
Created Wind Speed given Fully Developed Wave Height
Go
Created Mean River Velocity in Float Method
Go
Created Surface Velocity of River in Float Method
Go
Created Transpiration ratio
Go
Created Water consumed by transpiration
Go
Created Revolutions per second of Horizontal Axis Meter given Stream Velocity
Go
Created Stream velocity at instrument location
Go
Created Change of Ebb Tidal Energy Flux across Ocean Bar between Natural and Channel Conditions
Go
Created Coefficient given Water Surface Slope by Eckman
Go
Created Density of Water given Water Surface Slope
Go
Created Depth after Dredging given Transport Ratio
Go
Created Depth before Dredging given Transport Ratio
Go
Created Depth of Navigation Channel given Depth of Channel to depth at which Ocean Bar meets Sea Bottom
Go
Created Hoerls Special function Distribution
Go
Created Maximum instantaneous Ebb Tide Discharge per unit Width
Go
Created Ratio of Depth of Channel to Depth at which Seaward Slope of Ocean Bar meets Sea Bottom
Go
Created Shear Stress at Water Surface given Water Surface Slope
Go
Created Tidal Period given Change of Ebb Tidal Energy Flux across Ocean Bar
Go
Created Transport Ratio
Go
Created Water Depth where Seaward Tip of Ocean Bar meets Offshore Sea Bottom
Go
Created Water Surface Slope
Go
Verified Axial Load carrying Capacity of Column
Go
Verified Minimum Eccentricity
Go
Verified Unsupported Length of Column given Minimum Eccentricity
Go
Created Recharge from Rainfall in Hard Rock Areas consisting Vesicular and jointed Basalt
Go
Created Recharge from Rainfall in Hard Rock Areas consisting Weathered Basalt
Go
Created Recharge from Rainfall in Hard Rock Areas of Massive poorly Fractured Rocks
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 Phyllites, Shales given 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 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 given Minimum value of Specific Yield for Area
Go
Created Possible Recharge in Hard Rock Area with Kartstified Limestone given Minimum Specific Yield
Go
Created Possible recharge in hard rock area with laterite for minimum specific yield of area
Go
Created Possible recharge in hard rock area with limestone given minimum specific yield of area
Go
Created Possible Recharge in Hard Rock Area with Low Clay Content given 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 given Minimum Specific Yield
Go
Created Possible recharge in hard rock area with quartzite given minimum specific yield
Go
Created Possible recharge in hard rock area with sandstone for minimum specific yield
Go
Created Possible Recharge in Hard Rock Area with significant Clay Content
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Created Possible Recharge in Hard Rock Area with Weathered or Vesicular, Jointed Basalt
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Created Possible Recharge in Sandy Alluvial Area given Minimum value of Specific Yield for Area
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Created Possible Recharge in Silty Alluvial Area given Minimum value of Specific Yield for Area
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Created Flow through any square for total flow
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Created Flow through any Square using Darcy's law for Groundwater Flow Nets
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Created Number of squares through which flow occurs
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Created Quantity of water in steady state unsaturated downward movement
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Created Quantity of water in steady state unsaturated flow in direction of upward movement
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Created Total flow through any set or group of equipotential lines
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Created Storage at beginning of time interval in modified Pul's Method
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Created Storage at end of time interval in modified Pul's method
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Created Crop Management Factor given Sediment Yield from Individual Storm
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Created Peak Rate of Runoff given Sediment Yield from Individual Storm
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Created Sediment Yield from Individual Storm
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Created Storm Runoff Volume given Sediment Yield from Individual Storm
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Created Support Cultivation Practice given Sediment Yield from Individual Storm
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Created Topographic Factor given Sediment Yield from Individual Storm
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Verified Modulus of Elasticity of Concrete
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Verified Modulus of Rupture of Rectangular Sample in Four-Point Bending
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Verified Modulus of Rupture of Rectangular Sample in Three-Point Bending
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Verified Flow Velocity given Power Lost
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Verified Output Power given Rate of Flow through Propeller
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Verified Power Lost
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Verified Rate of Flow given Power Lost
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10 More Momentum Theory of Propellers Calculators
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Mooring (12)
Created Axial Tension or Load given Individual Stiffness of Mooring Line
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Created Effective Spring Constant given Undamped Natural Period
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Created Elongation in Mooring Line given Individual Stiffness of Mooring Line
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Created Elongation in Mooring Line given Percent Elongation in Mooring Line
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Created Individual Stiffness of Mooring Line
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Created Length of Mooring Line given percent Elongation in Mooring Line
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Created Mass of Vessel due to Inertial Effects of Water entrained with Vessel
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Created Mass of Vessel given Virtual Mass of Vessel
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Created Percent Elongation in Mooring Line
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Created Undamped Natural Period of Vessel
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Created Virtual Mass of Vessel
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Created Virtual Mass of Vessel given Undamped Natural Period
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Created Angle of Current Relative to Longitudinal Axis of Vessel given Reynolds Number
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Created Angular velocity of Earth for velocity at surface
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Created Area Ratio given Expanded or Developed Blade Area of Propeller
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Created Average Current Speed given Reynolds number
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Created Coefficient of Drag for Winds Measured at 10 m given Drag Force due to Wind
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Created Density of Water given Velocity at Surface
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Created Depth given Velocity at Surface
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Created Displacement of Vessel for Wetted Surface Area of Vessel
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Created Drag Force due to Wind
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Created Elevation given Velocity at Desired Elevation
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Created Expanded or Developed Blade Area of Propeller
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Created Kinematic Viscosity of Water given Reynolds Number
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Created Latitude given Velocity at Surface
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Created Mass Density of Air given Drag Force due to Wind
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Created Projected Area of Vessel above Waterline given Drag Force due to Wind
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Created Shear Stress at Water Surface given Velocity at Surface
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Created Total Longitudinal Current Load on Vessel
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Created Velocity at Desired Elevation Z
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Created Velocity at Surface given Shear Stress at Water Surface
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Created Vessel Beam given Expanded or Developed Blade Area of Propeller
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Created Waterline Length of Vessel for Wetted Surface Area of Vessel
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Created Waterline Length of Vessel given Expanded or Developed Blade Area
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Created Waterline Length of Vessel given Reynolds Number
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Created Wetted Surface Area of Vessel
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Created Wind Speed at Standard Elevation of 10 m above Water's Surface using Drag Force due to Wind
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Created Wind Speed at Standard Elevation of 10 m given Velocity at Desired Elevation
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Verified Allowable Unit Stress given Most Economical Pipe Diameter for Distribution System
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Verified Darcy Weisbach Friction Factor for Most Economical Pipe Diameter for Distribution System
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6 More Most Economical Pipe Calculators
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Created Equation for Sediment Delivery Ratio
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Created Watershed Length when Sediment Delivery Ratio is considered
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Created Watershed Relief when Sediment Delivery Ratio is considered
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Created Flow Velocity
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Created Moving Boat Velocity
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Created Moving Boat Velocity given width between two verticals
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Created Partial Discharge in sub area between two Verticals given Flow Velocity
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Created Partial Discharge in sub area between two Verticals given Resultant Velocity
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Created Resultant Velocity given Flow Velocity
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Created Resultant Velocity given Moving Boat Velocity
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Created Time of Transit between two Verticals given Width between Verticals
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Created Width between Two Verticals
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Created Maximum Velocity in Inlet Throat given Total Maximum Discharge
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Created Ocean Tide Amplitude given Total Maximum Discharge for Total of all Inlets
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Created Surface Area of Bay or Basin given Total Maximum Discharge
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Created Tidal Period given Total Maximum Discharge for Total of all Inlets
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Created Total Maximum Discharge for Total of all Inlets
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Created Change in Storage in Muskingum Method of Routing
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Created Muskingum Equation
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Created Muskingum Routing Equation
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Created Outflow at Beginning of Time Interval in Muskingum Continuity Equation
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Created Allowable Load per Inch of Penetration into Member Receiving Point
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Created Diameter of Nail or Spike given Allowable Load per Inch of Penetration
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Created Total Allowable Lateral Load for Nail or Spike
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Created Equation for Inflow from Continuity Equation
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Created Ordinates of instantaneous unit hydrograph representing IUH of catchment
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Created Outflow in First Reservoir
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Created Outflow in n'th Reservoir
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Created Outflow in Second Reservoir
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Created Outflow in Third Reservoir
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Created Second moment of DRH about time origin divided by total direct runoff
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Created Second moment of ERH about time origin divided by total excess rainfall
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Created Change in Storage Volumes
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Created Natural Flow Volume
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Created Net evaporation losses from reservoir on stream
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Created Net export of water from basin
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Created Observed Flow Volume at Terminal Site given Natural Flow Volume
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Created Volume diverted out of stream
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Created Volume of Return Flow
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Created Oscillatory Flow due to Infragravity Waves
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Created Oscillatory Flow due to Wind Waves
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Created Steady Current driven by Breaking Waves
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Created Tidal current given total current in surf zone
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Created Total current in surf zone
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Created Wind driven current given total current in surf zone
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Created Dynamic Viscosity given Kinematic Viscosity
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Created Dynamic Viscosity of Fluid given Fluid Filling Width between Plates
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Created Dynamic Viscosity of Fluid given Shear Force per Unit Area or Shear Stress
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Created Fluid Filling Width y between Plates given Shear Force Per Unit Area or Shear Stress
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Created Mass Density of Fluid for given Kinematic Viscosity
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Created Relationship between Dynamic Viscosity and Kinematic Viscosity
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Created Shear Force Per Unit Area or Shear Stress
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Created Velocity Gradient given Shear Force per unit area or Shear Stress
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Created Velocity of Upper Plate given Shear force per unit Area or Shear Stress
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Created First Type of Mean Fluid Speed
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Created Mean Depth given Second Type of Mean Fluid Speed
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Created Mean depth given Ursell number
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Created Mean Depth in Stokes' Second Approximation to Wave Speed if there is no Mass Transport
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Created Relative height of highest wave as function of wavelength obtained by Fenton
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Created Second Type of Mean Fluid Speed
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Created Stokes' Second Approximation to Wave Speed if there is no Mass Transport
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Created Ursell Number
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Created Volume Flow Rate in Stokes' Second Approximation to Wave Speed if there is no Mass Transport
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Created Volume Flow Rate per unit Span Underneath Waves given Second Type of Mean Fluid Speed
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Created Wave height given Ursell number
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Created Wave Speed given First Type of Mean Fluid Speed
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Created Wave Speed given Second First Type of Mean Fluid Speed
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Created Wavelength given Ursell number
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Verified Area of Channel with known conveyance of channel at Section 1
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Verified Area of Channel with known conveyance of channel at Section 2
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Created Average conveyance of channel for non-uniform flow
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Created Average energy slope given average conveyance for non uniform flow
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Created Average Energy Slope given Frictional Loss
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Created Conveyance of Channel at end Sections at 1
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Verified Conveyance of Channel at end Sections at 2
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Created Conveyance of channel for non-uniform flow for end section
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Created Conveyance of channel for non-uniform flow for end sections
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Created Conveyance of channel given discharge in non uniform flow
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Created Discharge in non uniform flow by conveyance method
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Created Frictional Loss given Average Energy Slope
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Created Length of Reach given Average Energy Slope for Non Uniform Flow
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Verified Normal Radial Pressure at centerline given Thrust at Crown of Arch Dam
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3 More Normal Radial Pressure of Arch Dams Calculators
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Created Clearway Distance
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Created Clearway Distance given Field Length
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Created Field Length
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Created Full Strength Pavement Distance
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Created Lift off Distance given Clearway Distance
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Created Takeoff Distance given Clearway Distance
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Created Takeoff Distance given Takeoff Run
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Created Takeoff Run
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Verified Ultimate Shear Connector Strength given Number of Connectors in Bridges
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17 More Number of Connectors in Bridges Calculators
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Created Coefficient of Aquifer Permeability given Maximum Height of Water Table
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Created Coefficient of Aquifer Permeability given water table profile
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Created Coefficient of aquifer permeability when discharge per unit width of aquifer
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Created Discharge at downstream water body of catchment
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Created Discharge entering drain per unit length of drain
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Created Discharge per Unit Width of Aquifer at any Location x
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Created Equation for head for unconfined aquifer on horizontal impervious base
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Created Equation for Water Divide
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Created Basin Length along Axis for Closed Basins
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Created Basin Length along Axis in Open Basin
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Created Number of Nodes along Long Basin Axis in Closed Basins
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Created Number of Nodes along Long Basin Axis in Open Basin
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Created Length of Basin for Open Rectangular Basin
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Created Natural free Oscillating Period of Basin for Open Rectangular Basin
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Created Number of nodes along axis of Basin for Open Rectangular Basin
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Created Water Depth for Open Rectangular Basin
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Created Depression Head for Flow Discharge into well
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Created Flow Discharge into Well
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Created Proportionality Constant for Flow Discharge into well
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OSD (2)
Verified Acceleration of Vehicle given Total Time of Travel in Overtaking Sight distance
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Verified Minimum Spacing between Vehicles during Overtaking
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8 More OSD Calculators
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Verified Tension at Midspan given Parabolic Equation for Cable Slope
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2 More Parabola Calculators
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Created Dimensionless Time
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Created Fetch Length given Frequency at Spectral Peak
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Created Fetch Length given Scaling Parameter
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Created Frequency at Spectral Peak
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Created Frequency of Spectral Peak
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Created Frequency of Spectral Peak Given Wind Speed
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Created JONSWAP Spectrum for Fetch-limited Seas
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Created Maximum Controlling Parameter for Angular Distribution
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Created Phillip's equilibrium range of spectrum for fully developed sea in deep water
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Created Scaling Parameter
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Created Shape Factor for Higher Frequency Component
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Created Significant Wave Height given Significant Wave Height of Lower and Higher frequency Components
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Created Significant Wave Height of Higher frequency Component
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Created Significant Wave Height of Lower frequency Component
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Created Weighing Factor for Angular Frequency greater than One
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Created Weighing Factor for angular frequency lesser than or equal to one
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Created Wind Speed at Elevation 10m above Sea Surface given Frequency at Spectral Peak
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Created Wind Speed at Elevation 10m above Sea Surface given Scaling Parameter
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Created Wind Speed given Maximum Controlling Parameter for Angular Distribution
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Created Datum Length of Aircraft given Deviation of main Undercarriage
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Created Deviation of Main Undercarriage
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Created Drainage area given peak discharge for field application
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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 runoff
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Created Equation for Net Radiation of Evaporable Water
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Created Net Radiation of Evaporable water given Daily Potential Evapotranspiration
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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 Gauge Height given Discharge for Non Alluvial Rivers
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Created Relationship between stage and discharge for non alluvial rivers
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Created Darcy's hydraulic conductivity given infiltration capacity
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Created Darcy's Hydraulic Conductivity given Infiltration Capacity from Philip's Equation
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Created Equation for Infiltration Capacity
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Created Philip's Equation
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Created Sorptivity for Cumulative Infiltration Capacity is from Philip's Equation
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Created Sorptivity given infiltration capacity
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Verified Radius of Gyration given Critical Buckling Load for Pin Ended Columns by Euler's Formula
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3 More Pin-Ended Columns Calculators
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Created Concentration of Soil in Volumetric Basis
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Created Flow Velocity in Suction Pipe
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Created Hydraulic Loss Coefficient from Suction Pipe Entrance to Pump
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Created Specific Weight of Dry Sand Grains for Concentration of Soil in Volumetric Basis
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Created Specific Weight of Mixture for Concentration of Soil in Volumetric Basis
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Created Specific Weight of Mixture in Suction Pipe
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Created Specific Weight of Mixture in Suction Pipe for Concentration of Soil in Volumetric Basis
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Created Specific Weight of Water in Suction Pipe
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Created Vacuum at Pump Entrance Expressed as Head of Water
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