Calculators Created by Mithila Muthamma PA

Verified Deflection in Leaf Spring given Load

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Verified Deflection in leaf spring given moment

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2 More Deflection Calculators

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Verified Anchorage Slip given Settling Length

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Verified Area of Prestressing Steel given Settling Length

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Verified Length of Cable given Slip of Anchorage

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Verified Loss of Prestress due to Slip

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Verified Pressure Drop given Setting Length

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Verified Pressure Drop when Anchorage Slip and Settling Length are Considered

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Verified Prestressing Force after Immediate Loss when Reverse Friction Effect is Considered

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Verified Prestressing Force at distance x when Reverse Friction is Considered

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Verified Prestressing Force Immediately after Loss given Settling Length

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Verified Settling Length given Pressure Drop

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Verified Settling Length given Prestressing Force Immediately after Loss

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Verified Slip of Anchorage

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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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Verified Mean Velocity of Flow given Pressure Difference

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4 More Mean Velocity of Flow Calculators

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Verified Modulus of Elasticity given Deflection in Leaf Spring and Moment

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Verified Modulus of Elasticity given Maximum Bending Stress at Proof Load of Leaf Spring

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Verified Modulus of Elasticity in Leaf Spring given deflection

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1 More Modulus of Elasticity Calculators

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Verified Normal Stress induced in Oblique Plane due to Biaxial Loading

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Verified Shear Stress induced in Oblique Plane due to Biaxial Loading

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2 More Normal Stress in Bi-Axial Loading Calculators

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Verified Shear Stress when Member Subjected to Axial Load

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4 More Normal Stress of members Subjected to Axial Load Calculators

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Verified Pressure Gradient given Maximum Velocity between Plates

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Verified Pressure Gradient using Velocity Distribution Profile

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4 More Pressure Gradient Calculators

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Created Angle wave orthogonal makes with current in Non-propagated Wave Values of F on forbidden region

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Created Channel depth in non propagated wave values

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Created Channel depth in non-propagated wave values of F in forbidden region

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Created Channel velocity in non-propagated wave values of F in forbidden region

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Created Effect of Current on Wave Height

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Created Inlet Current Wave Height Factor

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Created Non propagated wave values in forbidden region boundary line

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Created Non propagated wave values in forbidden region of boundary line

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Created Wave Height entering Inlet

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Created Wave period in non propagated wave values

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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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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 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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Created Aircraft gross wing area for drag force to vehicle body

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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 Drag Coefficient Wing Area for Drag Force to Vehicle Body

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Created Drag Force to Vehicle Body

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Created Lift Coefficient given Vehicle Speed under Steady Flight Conditions

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Created Maximum Attainable Lift Coefficient given Vehicle Stalling Speed

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Created Vehicle speed for drag force to vehicle body

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Created Vehicle Speed under Steady Flight Conditions

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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 take off 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 Moment Resistance of concrete given compressive stress

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Created Moment Resistance of concrete given modification factor for compression reinforcement

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Created Moment Resistance of steel given modification factor

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Created Moment Resistance of steel given steel ratio

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Created Moment Resistance of steel given stress and area

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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 Equilibrium Equation for Analysis

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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 Stress in Concrete in Equilibrium Equation

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Verified Stress in Non-Prestressed Reinforcement in Equilibrium Equation

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Verified Stress in Prestressed Tendons in Equilibrium 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 Characteristic Tensile Strength of Prestressing Tendons in Presence of Non-Prestressing Steel

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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 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 Amount of Hydropower

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Verified Rate of Flow of Water given Energy through Hydraulic Turbines

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Verified Effective Prestress without Conventional Steel at Service Loading Stage

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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 at Tensile Axial Load without Conventional Steel at Service Loading Stage

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Verified Stress in Concrete Member with Non-Prestressing Steel at Service Load

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Verified Stress in Concrete Member with Non-Prestressing Steel at Service Load Having Compressive Axial Load

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Verified Stress in Concrete Member without Reinforcement and Compressive Axial Force at Service Load

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Verified Tensile Axial Force in Member without Non-Prestressing Steel at Service Loading Stage

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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 given attractive force potentials per unit mass for Sun

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Created Mass of Moon given attractive force potentials with harmonic polynomial expansion

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Created Mass of Sun given attractive force potentials per unit mass for

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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 Surface Area of Oblique Prism given Volume

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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 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 Increase in internal energy given total heat supplied to gas

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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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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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Verified Critical Elastic Moment

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Verified Critical elastic moment for box sections and solid bars

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10 More Beams Calculators

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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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Created Slenderness ratio for beams

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2 More Bearing Area Factor 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 28 Day Concrete compressive strength given development length for hooked bar

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Created Bar Diameter given development length for hooked bar

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Created Development Length for Hooked Bar

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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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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 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 Breaker Depth Index

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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 Distance from Centroid for Minimum 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 the 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 Deflection at any point on Cantilever beam carrying UVL with maximum intensity at support

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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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Verified Dynamic Viscosity given Discharge of pipe over length

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Verified Specific Weight of Liquid given Dynamic Viscosities

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16 More Capillary Tube Viscometer Calculators

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Verified Tension at any point given catenary length of simple cable

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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 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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Verified Total Maximum Shear Stress for close coiled helical spring having axial pull

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1 More Close-Coiled Helical Spring Calculators

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Created Complete elliptic integral of second kind

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Created Difference in Presence at point due to Presence of Solitary Wave

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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 Difference to Second Approximation by Fenton

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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 Wave Period given Cnoidal Wave Theory

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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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20 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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Created Keulegan Repletion Coefficient

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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 Pressure walls and pillars subjected to wind pressure

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2 More Columns Calculators

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Created Allowable Load per Area for Cast Iron Columns

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5 More Columns of Special Materials Calculators

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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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19 More Combined Axial and Bending Loads Calculators

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Verified Bending moment given Combined Bending and Torsion Condition

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Verified Bending Stress given Combined Bending and Torsional Stress

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5 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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1 More Combined Stresses Calculators

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Verified Magnetic Declination to West

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10 More Compass Surveying Calculators

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Verified Angle of Oblique Plane using Normal Stress when Complementary Shear Stresses are 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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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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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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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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17 More Dams on Soft or Porous Foundations by Darcy’s law Calculators

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Verified Discharge given Total Required Power

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Verified Length of Pipe given Total Required Power

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Verified Length of Pipe given Total Required Power with Discharge

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Verified Pressure Gradient given Total Required Power with Discharge

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Verified Total Required Power given Discharge

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16 More Darcy – Weisbach Equation 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

Go

Verified Pressure Drop over Piston

Go

22 More Dash - Pot Mechanism Calculators

Go

Created Average depth of harbor for water volume exchanged during entire tide period

Go

Created Average harbor depth

Go

Created Average Harbor Depth given Portion caused by filling

Go

Created Average River Density over one Tide Period given Relative Density

Go

Created Cross Sectional Area of Entrance given Water Volume exchanged during entire Tide Period

Go

Created Density Influence given Ratio of Water Volume entering Harbor per Tide

Go

Created Difference between High and Low tide level given portion caused by filling

Go

Created Difference between high and low tide levels given tidal prism of harbor basin

Go

Created Maximum River Density given Relative Density

Go

Created Minimum River Density given Relative Density

Go

Created Portion caused by Filling evaluated by comparing Tidal Prism of Harbor to Total Harbor Volume

Go

Created Portion caused by Filling given average Harbor Depth

Go

Created Portion caused by Filling given Ratio of Water Volume entering Harbor per Tide

Go

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 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

Created Embedment length beyond inflection point given development length for simple support

Go

7 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

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

4 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 Linear variation of stress and strain with distance

Go

Verified Stress in Compressive Steel

Go

Verified Total Compression on concrete

Go

Verified Total compressive force on beam cross section

Go

12 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 Material elastic modulus for Critical Buckling Load

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

4 More Dynamic Viscosity Calculators

Go

Created Angular Velocity given Coriolis Acceleration

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 Current Velocity given Radius of Curvature

Go

Created Latitude given Coriolis Acceleration

Go

Created Latitude given Pressure Gradient Normal to Current

Go

Created Pressure Gradient Normal to Current

Go

Created Radius of Curvature given current velocity

Go

Verified Original Volume of Soil given Compacted Volume

Go

8 More Earth quantities hauled Calculators

Go

Verified Grade resistance factor given grade resistance for motion on slope

Go

Verified Rolling resistance factor given rolling resistance

Go

Verified Tire penetration given rolling resistance

Go

12 More Earthmoving Calculators

Go

Created Angle between Wind and Current Direction

Go

Created Angular Velocity of Earth given Depth of Frictional Influence by Eckman

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 over which turbulent Eddy viscosity is important or Depth of Frictional Influence by Eckman

Go

Created Latitude given Depth of Frictional Influence by Eckman

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 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

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 10-m 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

9 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

15 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 Specific Gravity given Force Exerted by stationary plate on jet

Go

Verified Specific Weight given force exerted by stationary plate on jet

Go

Verified Velocity for force exerted by stationary plate on jet

Go

5 More Flat Plate Normal to the Jet Calculators

Go

Verified Absolute Velocity given Thrust Exerted by Jet on Plate

Go

Verified Cross Sectional Area given Dynamic Thrust Exerted by Jet on Plate

Go

Verified Cross Sectional Area given Work Done by Jet on Plate per Second

Go

Verified Dynamic Thrust Exerted on Plate by Jet

Go

Verified Specific Gravity for know Dynamic Thrust Exerted by Jet

Go

Verified Specific Gravity for Work Done by Jet on Plate per Second

Go

Verified Specific weight given Dynamic Thrust Exerted by Jet

Go

Verified Specific Weight given Work Done by Jet on Plate per Second

Go

Verified Velocity of jet given dynamic thrust exerted by jet on plate

Go

Verified Work Done by Jet on Plate per Second

Go

4 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 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

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 Velocity approach

Go

Verified Width of channel given velocity approach

Go

3 More Flow Over a Rectangular Sharp-Crested Weir or Notch Calculators

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

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 given discharge over Trapezoidal notch

Go

Verified Length of crest when discharge for Cipolletti weir and velocity is considered

Go

Verified Rectangular coefficient of discharge given discharge over trapezoidal notch

Go

Verified Trapezoidal coefficient of discharge given discharge over trapezoidal notch

Go

Verified Coefficient of discharge for discharge for entire triangular weir

Go

Verified Coefficient of discharge when discharge for triangular weir if 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 Allowable Unit Stress given Most economical pipe diameter for distribution system

Go

Verified Darcy Weisbach friction factor for most economical pipe diameter for distribution system

Go

6 More Flow Over Notches and Weirs 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 Horizontal Fluid Particle Displacements

Go

Created Particle Velocity given Change in Pressure

Go

Created Phase Angle for Horizontal Fluid Particle Displacements

Go

Created Phase Angle for Vertical Fluid Particle Displacements

Go

Created Simplified Horizontal Fluid Particle Displacements

Go

Created Simplified Vertical Fluid Particle Displacements

Go

Created Vertical Fluid Particle Displacements

Go

Created Wave Height given Particle Velocity

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 Celerities 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 celerities created by moving vessel

Go

Created Vessel Speed given Return Flow Velocity

Go

Created Vessel's midsection wetted cross-sectional area 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

Created Length of Basin for Open Rectangular Basin

Go

Created Natural free Oscillating Period of Basin for Open Rectangular Basin

Go

Created Number of nodes along axis of Basin for Open Rectangular Basin

Go

Created Water Depth for Open Rectangular Basin

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 Dimensionless parameter function of hydraulic radius and Manning's roughness coefficient

Go

Created Hydraulic Radius given Dimensionless parameter

Go

Created Manning's Roughness Coefficient using Dimensionless Parameter

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 Distance from Center of Gravity of Section to Center of gravity of Strands

Go

Verified External Moment with Known Compressive Stress

Go

Verified Length of Span given Uniform Load

Go

Verified Moment of Inertia when Compressive Stress is Determined

Go

Verified Moment Produced due to Prestress

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 Unbalanced Load when Load Balancing Method is Used

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

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

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

Verified Specific weight of liquid for head loss over length of pipe with discharge

Go

16 More Hagen–Poiseuille Equation Calculators

Go

Created Coefficient for Wave Transmission by Flow over Structure

Go

Created Coefficient for Wave Transmission through Structure given Combined Transmission Coefficient

Go

Created Combined Wave Transmission Coefficient

Go

Created Dimensionless coefficient in Seelig equation for wave transmission coefficient

Go

Created Dimensionless coefficient in Seelig equation in wave transmission coefficient

Go

Created Freeboard for given Wave Transmission Coefficient

Go

Created Horizontal Ordinate given Water Surface Amplitude

Go

Created Incident Wave Height given Surf Similarity Number or Iribarren Number

Go

Created Incident Wave Height given Water Surface Amplitude

Go

Created Incident Wave Length given Water Surface Amplitude

Go

Created Reflected Wave Period given Water Surface Amplitude

Go

Created Structure crest elevation given dimensionless coefficient in Seelig equation

Go

Created Structure crest width given dimensionless coefficient in Seelig equation

Go

Created Surf Similarity Number or Iribarren Number

Go

Created Time Elapsed given Water Surface Amplitude

Go

Created Water Surface Amplitude

Go

Created Wave Runup above Mean Water Level for given Wave Transmission Coefficient

Go

Created Wave Transmission Coefficient

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 deepwater 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 Deepwater condition

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 Deepwater condition

Go

Created Wave height for major horizontal semi-axis for shallow water condition

Go

Created Wave height for minor vertical semi-axis Deepwater 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

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

3 More Hydraulic Head Calculators

Go

Verified Depth below Surface for Total Pressure per unit Area for Dams on Soft Foundations

Go

6 More Hydraulic Head Calculators

Go

Verified Conjugate Depth y1 given Froude Number Fr1

Go

10 More Hydraulic Jump in Rectangular Channel Calculators

Go

Verified Effective head for Power obtained from water flow in Kilowatt

Go

Verified Efficiency of turbine and generator given Power in Kilowatt

Go

Verified Flow rate given Power in Kilowatt

Go

Verified Flow rate given Power obtained from water flow in horsepower

Go

Verified Unit weight of water for Power obtained from water flow in horsepower

Go

14 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

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 Duration of Inflow given Inlet channel Water Surface Elevation of Bay

Go

Created Inlet Channel Velocity

Go

Created Inlet Channel Water Surface Elevation of Bay

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 Phase Lag given Inlet channel Water Surface Elevation of Bay

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 given Inlet Channel Velocity

Go

Created Tidal Period using King's Dimensionless Velocity

Go

Created Tide Period given Inlet channel Water Surface Elevation of Bay

Go

Created Darcy - Weisbach Friction term given Inlet Impedance

Go

Created Entrance Energy Loss Coefficient given Inlet Impedance

Go

Created Exit Energy Loss Coefficient given Inlet Impedance

Go

Created Inlet Hydraulic Radius given Inlet Impedance

Go

Created Inlet Impedance

Go

Created Inlet Length given Inlet Impedance

Go

Created Air Transport Movement Per Aircraft

Go

Created Airline Industry Wages

Go

Created Average Trip Length given Passenger Enplanements

Go

Created Jet Fuel Price given Yield

Go

Created Passenger Enplanements

Go

Created Real Gross National Product

Go

Created Real Yield given Revenue Passenger Miles

Go

Created Regression Model Formulation for Yield

Go

Created Revenue Passenger Miles

Go

Created Revenue Passenger Miles given Passenger Enplanements

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

7 More Jet Propulsion of Orifice Tank Calculators

Go

Verified Absolute velocity of issuing jet given propelling force

Go

Verified Head Loss Due to Friction Loss

Go

Verified Propelling Force

Go

Verified Weight of Water given head loss due to friction

Go

Verified Weight of Water given Propelling Force

Go

17 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

Go

Verified Force exerted on plate in direction of flow of jet when theta is zero

Go

Verified Specific gravity for force exerted on plate in direction of flow of jet

Go

Verified Specific weight for force exerted on plate in direction of flow of jet

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 gravity for 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

5 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

3 More Jet Velocity 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 Kinetic Energy per unit Length of Wave Crest

Go

Created Wave Height given Kinetic Energy per unit Length of Wave Crest

Go

Created Wavelength for Kinetic Energy per unit Length of Wave Crest

Go

Created Inlet Friction Coefficient given Keulegan Repletion Coefficient

Go

Created Inlet Friction Coefficient parameter given Keulegan Repletion Coefficient

Go

Created King's Dimensionless Velocity

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 Specific Weight of Sphere given Terminal Fall Velocity

Go

24 More Laminar Flow Around A Sphere–Stokes’ Law Calculators

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

13 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

Verified Specific weight of liquid for Discharge per unit channel width

Go

18 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 Length given Deflection in Leaf Spring

Go

Verified Load given Deflection in Leaf Spring

Go

Verified Moment given Deflection in Leaf Spring

Go

Verified Moment of Inertia given Deflection in Leaf Spring

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

14 More Leaf Spring 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

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 the Crest Calculators

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 Atmospheric pressure for pressure at any point in liquid

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

10 More Liquid Containers Subjected To Constant Horizontal Acceleration Calculators

Go

Verified Minimum flange thickness for symmetrical flexural compact section for LFD of bridges

Go

21 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 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

Go

Verified Web thickness given moment of inertia

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 Dalton's Law of Evaporation

Go

Created Vapour Pressure of Air using Dalton's law

Go

Created Vapour Pressure of Water at given Temperature for Evaporation in Water Bodies

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 Horse Power 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

Created Mass Transport Velocity to second-order

Go

Created Wave Height for Mass Transport Velocity to second-order

Go

Verified Material Coefficient C1 given New Material Coefficient C2 for Dams on Soft Foundations

Go

3 More Material Coefficient Calculators

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 Secant Modulus for Normal Weight of Concrete

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 bearing plates

Go

Verified Number of sleepers using Dog spikes

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 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 Gradient Approximation to Wind Speed

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 Angular velocity of Earth for velocity at surface

Go

Created Change of Ebb Tidal Energy Flux across Ocean Bar between Natural and Channel Conditions

Go

Created Coefficient 'a' given Hoerls Special function Distribution

Go

Created Coefficient given Water Surface Slope by Eckman

Go

Created Density of Water given Velocity at Surface

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 given Velocity at Surface

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Created Depth of Navigation Channel given Depth of Channel to depth at which Ocean Bar meets Sea Bottom

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Created Hoerls Special function Distribution

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Created Latitude given Velocity at Surface

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Created Maximum instantaneous Ebb Tide Discharge per unit Width

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Created Ratio of Depth of Channel to Depth at which Seaward Slope of Ocean Bar meets Sea Bottom

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Created Shear Stress at Water Surface given Velocity at Surface

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Created Shear Stress at Water Surface given Water Surface Slope

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Created Tidal Period given Change of Ebb Tidal Energy Flux across Ocean Bar

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Created Transport Ratio

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Created Water Depth where Seaward Tip of Ocean Bar meets Offshore Sea Bottom

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Created Water Surface Slope

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Verified Axial Load carrying Capacity of Column

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Verified Minimum eccentricity

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Verified Unsupported length of column given minimum eccentricity

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Created Recharge from Rainfall in Hard Rock Areas consisting Vesicular and jointed Basalt

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Created Recharge from Rainfall in Hard Rock Areas consisting Weathered Basalt

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Created Recharge from Rainfall in Hard Rock Areas of Massive poorly Fractured Rocks

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Created Recharge from Rainfall in Hard Rock Areas of Significant Clay content for Known Min Rainfall Factor

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Created Recharge from Rainfall in Hard Rock Areas with Consolidated Sandstone

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Created Recharge from Rainfall in Hard Rock Areas with Granulite Facies for Known Minimum Rainfall Factor

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Created Recharge from Rainfall in Hard Rock Areas with Laterite for Known Min Rainfall Factor

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Created Recharge from Rainfall in Hard Rock Areas with Low Clay content for Known Minimum Rainfall Factor

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Created Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales given Min Rainfall Factor

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Created Recharge from Rainfall in Hard Rock Areas with Semi Consolidated Sandstone for Min Rainfall Factor

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Created Recharge from Rainfall in Indo Gangetic and Inland Alluvial Areas for Known Minimum Rainfall Factor

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Created Recharge from Rainfall in Silty Alluvial Areas for Known Minimum Rainfall Factor

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Created Recharge from Rainfall in West Coast Alluvial Areas for Known Minimum Rainfall Factor

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Created Possible Recharge in Clayey Alluvial Area given Minimum value of Specific Yield for Area

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Created Possible Recharge in Hard Rock Area with Kartstified Limestone given Minimum Specific Yield

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Created Possible recharge in hard rock area with laterite for minimum specific yield of area

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Created Possible recharge in hard rock area with limestone given minimum specific yield of area

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Created Possible Recharge in Hard Rock Area with Low Clay Content given Minimum value of Specific Yield

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Created Possible Recharge in Hard Rock Area with Massive, poorly fractured Rock

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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

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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

Go

Created Possible Recharge in Hard Rock Area with Weathered or Vesicular, Jointed Basalt

Go

Created Possible Recharge in Sandy Alluvial Area given Minimum value of Specific Yield for Area

Go

Created Possible Recharge in Silty Alluvial Area given Minimum value of Specific Yield for Area

Go

Created Gel-Space Ratio for Complete Hydration

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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 Target Mean Strength for Mix Design

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Created Volume of Empty Capillary Pores

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Created Volume of products of hydration per unit of dry cement

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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

Go

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

Go

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

Go

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 Density of Liquid given Output Power

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Verified Density of Liquid with Absolute Velocity given Power Lost

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Verified Density of Liquid with relative velocity given Power Lost

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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 Output Power

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Verified Rate of Flow given Power Lost

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14 More Momentum Theory of Propellers Calculators

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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

Go

Created Mass of vessel due to inertial effects of water entrained with vessel

Go

Created Mass of Vessel given Virtual Mass of Vessel

Go

Created Percent Elongation in Mooring Line

Go

Created Undamped Natural Period of Vessel

Go

Created Virtual Mass of Vessel

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Created Virtual Mass of Vessel given undamped natural period

Go

Created Angle of Current relative to longitudinal axis of vessel given Reynolds Number

Go

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

Go

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

Go

Created Kinematic Viscosity of water given Reynolds Number

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Created Mass density of air given Drag Force due to Wind

Go

Created Projected area of vessel above waterline given drag force due to wind

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Created Total Longitudinal Current Load on Vessel

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Created Velocity at desired elevation z

Go

Created Velocity at Surface given Shear Stress at Water Surface

Go

Created Vessel beam given expanded or developed blade area of propeller

Go

Created Waterline length of vessel for wetted Surface Area of Vessel

Go

Created Waterline length of vessel given expanded or developed blade area

Go

Created Waterline Length of Vessel given Reynolds Number

Go

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

Go

Created Wind speed at standard elevation of 10 m given Velocity at desired elevation

Go

Created Equation for Sediment Delivery Ratio

Go

Created Watershed Length when Sediment Delivery Ratio is considered

Go

Created Watershed Relief when Sediment Delivery Ratio is considered

Go

Created Flow Velocity

Go

Created Moving Boat Velocity

Go

Created Moving Boat Velocity given width between two verticals

Go

Created Partial Discharge in sub area between two Verticals given Flow Velocity

Go

Created Partial Discharge in sub area between two Verticals given Resultant Velocity

Go

Created Resultant Velocity given Flow Velocity

Go

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 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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Created Maximum velocity in inlet throat given total maximum discharge

Go

Created Ocean tide amplitude given total maximum discharge for total of all inlets

Go

Created Surface area of bay or basin given total maximum discharge

Go

Created Tidal period given total maximum discharge for total of all inlets

Go

Created Total Maximum Discharge for Total of all Inlets

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Created Change in Storage in Muskingum Method of Routing

Go

Created Muskingum Equation

Go

Created Muskingum Routing Equation

Go

Created Outflow at Beginning of Time Interval in Muskingum Continuity Equation

Go

Created Allowable load per inch of penetration into member receiving point

Go

Created Diameter of nail or spike given allowable load per inch of penetration

Go

Created Total allowable lateral load for nail or spike

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Created Equation for Inflow from Continuity Equation

Go

Created Ordinates of instantaneous unit hydrograph representing IUH of catchment

Go

Created Outflow in First Reservoir

Go

Created Outflow in n'th Reservoir

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Created Outflow in Second Reservoir

Go

Created Outflow in Third Reservoir

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Created Second moment of DRH about time origin divided by total direct runoff

Go

Created Second moment of ERH about time origin divided by total excess rainfall

Go

Created Change in Storage Volumes

Go

Created Natural Flow Volume

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Created Net evaporation losses from reservoir on stream

Go

Created Net export of water from basin

Go

Created Observed Flow Volume at Terminal Site given Natural Flow Volume

Go

Created Volume diverted out of stream

Go

Created Volume of Return Flow

Go

Created Oscillatory Flow due to Infragravity Waves

Go

Created Oscillatory Flow due to Wind Waves

Go

Created Steady Current driven by Breaking Waves

Go

Created Tidal current given total current in surf zone

Go

Created Total current in surf zone

Go

Created Wind driven current given total current in surf zone

Go

Created Dynamic Viscosity given Kinematic Viscosity

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Created Dynamic viscosity of fluid given fluid filling width between plates

Go

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

Go

Created Mass density of fluid for given kinematic viscosity

Go

Created Relationship between Dynamic Viscosity and Kinematic Viscosity

Go

Created Shear Force per unit area or Shear Stress

Go

Created Velocity Gradient given Shear Force per unit area or Shear Stress

Go

Created Velocity of upper plate given shear force per unit area or shear stress

Go

Created First Type of Mean Fluid Speed

Go

Created Mean Depth given Second Type of Mean Fluid Speed

Go

Created Mean depth given Ursell number

Go

Created Mean Depth in Stokes' Second Approximation to Wave Speed if there is no Mass Transport

Go

Created Relative height of highest wave as function of wavelength obtained by Fenton

Go

Created Second Type of Mean Fluid Speed

Go

Created Stokes' Second Approximation to Wave Speed if there is no Mass Transport

Go

Created Ursell Number

Go

Created Volume Flow Rate in Stokes' Second Approximation to Wave Speed if there is no Mass Transport

Go

Created Volume Flow Rate per unit Span Underneath Waves given Second Type of Mean Fluid Speed

Go

Created Wave height given Ursell number

Go

Created Wave Speed given First Type of Mean Fluid Speed

Go

Created Wave Speed given Second First Type of Mean Fluid Speed

Go

Created Wavelength given Ursell number

Go

Verified Area of Channel with known conveyance of channel at Section 1

Go

Verified Area of Channel with known conveyance of channel at Section 2

Go

Created Average conveyance of channel for non-uniform flow

Go

Created Average energy slope given average conveyance for non uniform flow

Go

Created Average Energy Slope given Frictional Loss

Go

Created Conveyance of Channel at end Sections at 1

Go

Verified Conveyance of Channel at end Sections at 2

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Created Conveyance of channel for non-uniform flow for end section

Go

Created Conveyance of channel for non-uniform flow for end sections

Go

Created Conveyance of channel given discharge in non uniform flow

Go

Created Discharge in non uniform flow by conveyance method

Go

Created Frictional Loss given Average Energy Slope

Go

Created Length of Reach given Average Energy Slope for Non Uniform Flow

Go

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

List of Calculators by Mithila Muthamma PA