Calculators Created by Mithila Muthamma PA

Created Apparent Velocity of Seepage

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Created Apparent velocity of seepage when discharge and cross sectional area is given

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Created Apparent Velocity of Seepage when Reynolds Number of Value Unity is Given

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Created Apparent Velocity when Bulk Pore Velocity is Given

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Created Bulk Pore Velocity

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Created Coefficient of Permeability when Apparent Velocity of Seepage is Given

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Created Hydraulic Gradient when Apparent Velocity of Seepage is Given

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Verified Deflection in leaf spring given moment

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Verified Deflection in Leaf Spring when Load is Given

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2 More Deflection Calculators

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Verified Anchorage Slip when Settling Length is Known

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Verified Area of Prestressing Steel when Settling Length is Given

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Verified Length of Cable when Slip of Anchorage is Known

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Verified Loss of Prestress due to Slip

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Verified Pressure Drop when Anchorage Slip and Settling Length are Considered

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Verified Pressure Drop when Setting Length is Given

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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 when Settling Length is Given

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Verified Settling Length when Pressure Drop is Known

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Verified Settling Length when Prestressing Force Immediately After Loss is Known

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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 for known wavelength and wave period

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Created Wave Period for known group velocity for shallow water

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Created Wavelength for known group velocity of shallow water

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Verified Mean Velocity of Flow when Pressure Difference is Given

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4 More Mean Velocity of Flow Calculators

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Verified Modulus of Elasticity in Leaf Spring when deflection is established

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Verified Modulus of Elasticity when Deflection in Leaf Spring and Moment are Given

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Verified Modulus of Elasticity when Maximum Bending Stress at the Proof Load of a Leaf Spring is Given

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1 More Modulus of Elasticity 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 when Maximum Velocity between Plates is Given

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Verified Pressure Gradient when Velocity Distribution Profile is Given

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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 the 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 the 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 when Full Strength Pavement Distance is Given

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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 for known Field Length

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Created Stopway Distance when Field Length is Given

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Created Stopway Distance when Full Strength Pavement Distance is Given

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Created Adjusted design value for lateral loading for bolts

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Verified Adjusted design value for withdrawal for nails and spikes

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Verified Adjusted design value for withdrawal for wood screws

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Created Adjusted value for loading normal to grain for split ring and shear plate connectors

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Created Adjusted value for loading parallel to grain for split ring and shear plate connectors

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8 More Adjustment of Design Values for Connections with Fasteners Calculators

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Created Aerodrome reference temperature

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Created Monthly mean of maximum daily temperature for the hottest month of year

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Created Wheelbase when turning radius is given

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Created Constant of Proportionality for greater Air Trip Distances

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Created Constant of Proportionality when Air Passengers between Cities i and j is Given

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Created Constant of Proportionality when Travel by Air Passengers between Cities is Given

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Created Cost of Travel between i and j when Travel by Air Passengers between Cities is Given

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Created Distance between i and j when Travel by Air Passengers between Cities i and j is Given

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Created Population of destination city when travel by air passengers between cities is given

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Created Population of origin city when travel by air passengers between cities is given

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Created Total Air Trips generated in City i for greater Air Trip Distances

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Created Total Air Trips generated in City i when Travel by Air Passengers between Cities is Given

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Created Total Air Trips generated in City j for greater Air Trip Distances

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Created Total Air Trips generated in City j when Travel by Air Passengers between Cities is Given

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Created Travel by Air Passengers between Cities i and j

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Created Travel by Air Passengers between Cities i and j for greater Air Trip Distances

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Created Travel by Air Passengers between Cities i and j in terms of Travel Cost

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Created Aerodrome reference temperature when corrected take off length is given

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Created Aircraft gross wing area for drag force to the vehicle body

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Created Aircraft gross wing area for lifting force provided by the wing body of vehicle

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Created Desired Take off Weight

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Created Drag Coefficient Wing Area for Drag Force to the Vehicle Body

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Created Drag Force to the Vehicle Body

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Created Friction force due to rolling resistance

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Created Fuel weight to be carried when desired take off weight is given

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Created Lift coefficient for lifting force provided by wing body of vehicle

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Created Lifting force provided by the wing body of vehicle

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Created Lifting force when friction force due to rolling resistance is given

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Created Operating empty weight when desired take off weight is given

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Created Payload carried when desired take off weight is given

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Created Rolling friction coefficient when friction force due to rolling resistance is given

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Created Speed of sound in terms of true Mach number

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Created Takeoff Distance for demonstrated Distance to Clear 11m or 35 ft obstacle

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Created True aircraft speed in terms of Mach number

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Created True Mach Number

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Created True Mach number when true aircraft speed

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Created Vehicle speed for drag force to the vehicle body

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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 when modification factor for compression reinforcement is given

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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 when storage coefficient is given from Theis equation

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Verified Equilibrium Equation for Analysis

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Verified Strain Difference in Prestressed Tendons when Strain in Concrete and Tendons are Given

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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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Verified Constant K2 when Deflection Due to Thrust on a Arch Dam is Given

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Verified Constant K4 when Rotation Due to Twist on a Arch Dam is Given

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Verified Extrados Stresses on a Arch Dam

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Verified Normal Radial Pressure at the centerline when Thrust at Crown of an Arch Dam is Given

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Verified Shear Force when Rotation Due to Shear on a Arch Dam is Given

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17 More Arch Dams Calculators

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Created Buoyant Force of a body submerged in a 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 when buoyant force of a body submerged in a fluid is given

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Created Depth at which Reservoir is Completely filled up

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Created Difference in elevations of full reservoir level and original bed of reservoir

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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 when Amount of Hydropower is given

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Verified Effective Head when Energy through Hydraulic Turbines is given

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Verified Efficiency of hydropower station when amount of hydropower is given

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Verified Efficiency of hydropower station when energy through hydraulic turbines is given

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Verified Energy through Hydraulic Turbines

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Verified Head Loss when Amount of Hydropower is given

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Verified Head Loss when Energy through Hydraulic Turbines is given

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Verified Head when amount of hydropower is given

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Verified Head when energy through hydraulic turbines is given

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Verified Period of Flow when Energy through Hydraulic Turbines is given

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Verified Rate of Flow of Water when Amount of Hydropower is given

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Verified Rate of Flow of Water when Energy through Hydraulic Turbines is given

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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 the Moon

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Created Attractive Force Potentials per unit Mass for the Moon in terms of Harmonic Polynomial Expansion

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Created Attractive Force Potentials per unit Mass for the Sun

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Created Attractive Force Potentials per unit Mass for the Sun in terms of Harmonic Polynomial Expansion

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Created Distance from center of earth to center of moon for known attractive force potentials

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Created Mass of Moon for known attractive force potentials in terms of harmonic polynomial expansion

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Created Mass of Moon when attractive force potentials per unit mass for Sun is known

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Created Mass of Sun for known attractive force potentials in terms of harmonic polynomial expansion

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Created Mass of Sun when attractive force potentials per unit mass for is known

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Created Mean radius of earth for known attractive force potentials per unit mass for moon

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Created Mean radius of earth for known 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 the 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 when actual discharge is given

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Created Normal Discharge at a Given Stage under Steady Uniform Flow

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Created Normalized discharge of backwater effect on rating curve normalized curve

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Created Normalized value of fall when discharge is given

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Created Annual precipitation in i-th year when antecedent precipitation is given

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Created Annual precipitation when antecedent precipitation is given

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Created Barlow's formula for Runoff

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Created Flat Partly Cultivated Stiff Soils with Average or Varying Rainfall

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Created Flat Partly Cultivated Stiff Soils with Continuous Downpour

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Created Flat Partly Cultivated Stiff Soils with with Light rain

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Created Precipitation when Runoff is Given from Exponential Relationship

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Created Runoff in Average Catchment with Average or Varying Rainfall

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Created Runoff in Average Catchment with Continuous Downpour

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Created Runoff in Average Catchment with Light Rain

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Created Runoff in Flat Cultivated and Absorbent Soils with Average or Varying Rainfall

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Created Runoff in Flat Cultivated and Absorbent Soils with Continuous Downpour

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Created Runoff in Flat Cultivated and Absorbent Soils with Light Rain

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Created Runoff in Hills and Plains with little Cultivation and Average or Varying Rainfall

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Created Runoff in Hills and Plains with little Cultivation and Continuous Downpour

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Created Runoff in Hills and Plains with little Cultivation and Light Rainfall

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Created Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Average or Varying Rainfall

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Created Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Continuous Downpour

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Created Runoff in Very Hilly, Steep and Hardly any Cultivation Catchment with Light Rain

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Verified Absolute pressure when absolute temperature is given

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Verified Absolute temperature when absolute pressure is given

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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 for known Mass Density

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Verified Boyle's Law for known weight density in adiabatic process

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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 when total heat supplied is given

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Verified External Work Done by the Gas in Adiabatic Process

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Verified External Work Done by the Gas in Adiabatic Process Introducing Pressure

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Verified Gas constant when absolute pressure is given

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Verified Increase in internal energy when total heat supplied to gas is given

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Verified Kinetic energy when total energy in compressible fluids is given

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Verified Mass density when absolute pressure is given

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Verified Molecular energy when total energy in compressible fluids is given

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Verified Potential energy when total energy in compressible fluids is given

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Verified Pressure energy when total energy in compressible fluids is given

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Verified Pressure for external work done by gas in adiabatic process

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Verified Pressure for external work done by gas in adiabatic process introducing pressure

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Verified Pressure when Constant is given

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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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Verified Total heat supplied to gas in isothermal process

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1 More Basic Relationship Of Thermodynamics Calculators

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Created Basin Lag for Foot Hill Drainage Area

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Created Basin Lag for Mountainous Drainage Areas

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Created Basin Lag for Valley Drainage Areas

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Created Depth when Water Surface Slope is given

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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 Beam depth for extreme fiber stress for a 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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Created Slenderness ratio for beams

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2 More Bearing Area Factor Calculators

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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 a hooked bar

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Created Assumed Brake application speed when Distance for Deceleration in a normal Braking mode is Given

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Created Deceleration rate when Distance for Deceleration in normal Braking mode is established

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Created Deceleration rate when distance for deceleration in normal braking mode is given

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Created Distance for the Transition from Main gear Touchdown to create Stabilized Braking Configuration

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Created Distance required for Deceleration in a normal Braking mode to a Nominal Takeoff Speed

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Created Distance required for deceleration in 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 when Distance for Deceleration in a normal Braking mode is Given

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Created Nominal Turn-off Speed when Distance required for Deceleration in a normal Braking mode is Given

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Created Threshold Speed when Distance required for Transition from Maingear Touchdown is given

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Created Threshold Speed when when Distance for Deceleration in a normal Braking mode is Given

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Created Vehicle Speed when Distance required for Transition from Maingear Touchdown is Given

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Verified Braking Distance on level ground with efficiency

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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 for known Wave Height at Incipient Breaking in terms of Saturated Breaking

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Created Breaker Depth Index when Wave Period is Given

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Created Breaker Height Index

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Created Deepwater Wave Height for known Breaker Height Index

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Created Deepwater Wave length for known Breaker Height Index from Linear Wave Theory

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Created Equivalent Un-refracted Deepwater Wave Height for known Breaker Height Index from Linear Wave Theory

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Created Local Depth for known Zero-moment Wave Height at Breaking

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Created Local Depth when Root-mean-square Wave Height at Breaking is given

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Created Semi-Empirical relationship for the Breaker Height Index from Linear Wave Theory

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Created Water Depth Breaking when Breaker Depth Index is given

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Created Wave Height at Incipient Breaking for known Breaker Depth Index

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Created Wave Height at Incipient Breaking for known Breaker Height Index

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Created Wave Height at Incipient Breaking when Breaker Depth Index is given

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Created Wave Period when Breaker Depth Index is Given

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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 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 Carbon Content

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Verified Carbon equivalent of structural steel

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Verified Chromiun Content when Carbon Equivalent is given

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Verified Copper when Carbon Equivalent is given

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Verified Manganese Content

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Verified Molybdenum when Carbon Equivalent is given

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Verified Nickel Content when Carbon Equivalent is given

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Verified Vanadium when Carbon Equivalent is given

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Verified Catenary length measured from low point of simple cable with UDL

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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 when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

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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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19 More Circular section Calculators

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Verified Diameter at Other End of Circular Tapering rod when Extension is given

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9 More Circular Tapering Rod Calculators

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Created Discharge at Infliction when Constant K is Given

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Created Equation for Constant K

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Created Inflow at 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 when Inflow is Given

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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 when Inflow is Given

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Verified Deflection for a close-coiled helical spring

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Verified Diameter of spring wire or coil when Deflection for a close-coiled helical spring is Given

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Verified Load applied on spring axially when Deflection for a close-coiled helical spring is Given

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Verified Mean radius of spring when Deflection for a close-coiled helical spring is Given

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Verified Modulus of rigidity given Deflection for close-coiled helical spring

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Verified Number of spring coils when Deflection for a close-coiled helical spring is Given

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Verified Total Maximum Shear Stress for a 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 a point due to the Presence of Solitary Wave

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Created Distance from the Bottom to the Crest

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Created Distance from the Bottom to the Wave Trough

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Created Elevation above the bottom in terms of 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 when pressure under cnoidal wave in hydrostatic form is known

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Created Particle Velocities when Free Surface Elevation of Solitary Waves is Given

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Created Pressure Difference to Second Approximation by Fenton

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Created Pressure under Cnoidal Wave in a Hydrostatic Form

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Created Trough to Crest Wave Height

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Created Wave height required to produce difference in pressure on seabed

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Created Wave Height when Distance from the Bottom to the Wave Trough and Water Depth is given

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Created Wave Height when Free Surface Elevation of Solitary Waves

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Created Wave Period in terms of 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 temperature of permeameter experiment

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Created Coefficient of permeability for standard value of coefficient of permeability

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Created Coefficient of permeability from analogy of laminar flow or Hagen Poiseuille

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Created Coefficient of Permeability when Specific or Intrinsic Permeability is Given

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Created Cross sectional area when coefficient of permeability at permeameter experiment is given

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Created Discharge when Coefficient of Permeability at Permeameter Experiment is Given

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Created Dynamic viscosity of fluid of laminar flow through conduit or Hagen Poiseuille flow

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Created Dynamic Viscosity when Specific or Intrinsic Permeability is Given

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Created Equation for Specific or Intrinsic Permeability

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Created Equivalent permeability when transmissivity of aquifer is given

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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 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 Dynamic Viscosity is Known

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Created Length when Coefficient of Permeability at Permeameter Experiment is Given

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Created Specific or Intrinsic Permeability when Coefficient of Permeability is Given

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Created Specific or Intrinsic Permeability when Dynamic Viscosity is Given

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Created Specific or Intrinsic Permeability when Kinematic Viscosity is Given

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Created Standard value of coefficient of permeability

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Created Unit weight of fluid

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Created Average Area over the Channel Length for known Coefficient of Repletion, or Filling

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Created Coefficient of Repletion, or Filling

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Created Darcy - Weisbach Friction term for known Coefficient of Repletion, or Filling

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Created Entrance Energy Loss Coefficient for known Coefficient of Repletion, or Filling

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Created Exit Energy Loss Coefficient for known Coefficient of Repletion, or Filling

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Created Inlet Hydraulic Radius for known Coefficient of Repletion, or Filling

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Created Inlet Length for known Coefficient of Repletion, or Filling

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Created Keulegan Repletion Coefficient

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Created Ocean tide amplitude one-half the ocean tide range for known coefficient of repletion

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Created Surface Area of Bay for known Coefficient of Repletion, or Filling

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Created Tidal Period for known Coefficient of Repletion, or Filling

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Verified Elastic Local Buckling Stress

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Verified Flat Width Ratio of Stiffened Element when Elastic Local Buckling Stress is Given

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Verified Flat Width Ratio of Stiffened Element when Moment of Inertia is Established

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Verified Minimum Allowable Moment of Inertia

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12 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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4 More Columns Calculators

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Verified Stress Induced when Distance from Extreme Fiber, Young's Modulus and Radius is given

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Verified Stress Induced when Moment of Resistance, Moment of Inertia and Distance from extreme fiber is given

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19 More Combined Axial and Bending Loads Calculators

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Verified Bending moment when Combined Bending and Torsion Condition is given

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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 when Creep Strain is Known

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Verified Elastic Strain when Creep Strain is Given

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Verified Magnetic Declination to West

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11 More Compass Surveying Calculators

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Verified Angle when complementary induced normal stress is given

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5 More Complementary Induced Stress Calculators

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Created Barometric Efficiency in terms of Compressibility Parameters

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Created Coefficient of Storage for an Unconfined Aquifer

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Created Discharge per Unit Width of Aquifer

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Created Saturated thickness of aquifer when coefficient of storage for unconfined aquifer is given

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Verified Bed Slope when Discharge through Manning's Formula is Given

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Verified Roughness Coefficient when Conveyance of Section through Manning's Formula is Given

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17 More Computation of Uniform Flow Calculators

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Created 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 the Variate 'b' with respect to Frequency Factor

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Created Probable Error

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Created Sample Size when Probable Error is Given

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Created Variate 'b' when Probable Error is Given

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Created Aquifer thickness when discharge is known

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Created Area of well when specific capacity per unit well area of aquifer is given

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Created Coefficient of Permeability when discharge is known

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Created Discharge per unit width of aquifers

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Created Equation for Head in Confined Groundwater Flow

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Created Length when Discharge per Unit Width of Aquifer is Known

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Created Proportionality constant when specific capacity per unit well area of aquifer is given

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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 Injury Frequency Rate

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Verified Injury Frequency Rate when Injury Index is Known

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Verified Injury Index

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Verified Injury Severity Rate

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Verified Number of Days Lost when Severity Rate is Given

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Verified Number of Disabling Injuries when Frequency Rate is Known

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Verified Number of Man-Hour worked when Frequency Rate is Known

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Verified Severity Rate when Injury Index is Known

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Created Clearway Distance for a Continued Takeoff

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Created Clearway Distance when Field Length under Continued Takeoff is Given

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Created Clearway Distance when Takeoff Run is Given

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Created Distance of 35 ft obstacle for known 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 the total amount of runway needed under continued takeoff

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Created Full Strength Pavement Distance when Field Length is Given

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Created Liftoff Distance when Clearway Distance for a Continued Takeoff is Given

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Created Takeoff Run for Continued Takeoff

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Created Domestic Passenger Enplanement

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Created Domestic Passenger Enplanement in Location i

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Created Percent Market Share for Airport

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Created Percent Market Share for Region 'j'

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Created Percent Market Share of State of total US Market

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Created Total Scheduled Domestic Passenger Enplanement

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Verified Discharge when Critical Depth for Triangular Channel is Given

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15 More Critical Flow And Its Computation Calculators

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Verified Free Float 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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13 More Culverts on Subcritical Slopes Calculators

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

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Verified Discharge when Hydraulic gradient per unit head for Dams on Soft Foundations is Given

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Verified Equipotential Lines when discharge for Dams on Soft Foundations is Given

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Verified Hydraulic gradient per unit head for Dams on Soft Foundations

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Verified Maximum Velocity when New Material Coefficient C 2 for Dams on Soft Foundations is Given

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Verified Total Pressure per unit Area for Dams on Soft Foundations

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18 More Dams on Soft or Porous Foundations Calculators

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Verified Discharge when Total Required Power is Given

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Verified Length of Pipe when Total Required Power is Given

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Verified Length of Pipe when Total Required Power with Discharge is Given

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Verified Pressure Gradient when Total Required Power with Discharge is Given

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Verified Total Required Power when Discharge is Given

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16 More Darcy – Weisbach Equation Calculators

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Verified Pressure Drop over Piston

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23 More Dash - Pot Mechanism Calculators

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

Go

Created Average harbor depth

Go

Created Average Harbor Depth when Portion caused by filling is given

Go

Created Average River Density over one Tide Period when Relative Density is given

Go

Created Cross Sectional Area of Entrance for known Water Volume exchanged during an entire Tide Period

Go

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

Go

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

Go

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

Go

Created Maximum River Density when Relative Density is given

Go

Created Minimum River Density when Relative Density is given

Go

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

Go

Created Portion caused by Filling in terms of average Harbor Depth

Go

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

Go

Created Ratio of Water Volume entering the Harbor per Tide to the Harbor Volume

Go

Created Relative Density for known Water Volume exchanged during an entire Tide Period

Go

Created Relative Density in terms of River Density

Go

Created Relative Density when Velocity in Dry Bed Curve is given

Go

Created Tidal prism of harbor basin

Go

Created Tidal Prism of Harbor Basin when difference between the High and Low Tide Levels is given

Go

Created Total Harbor Volume based upon Depth

Go

Created Total Harbor Volume based upon depth when difference between high and low tide levels is given

Go

Created Total Water Volume exchanged during an entire Tide Period

Go

Created Velocity in Dry Bed Curve

Go

Created Water Depth when Velocity in Dry Bed Curve is given

Go

Created Density Current Velocity given Density Influence

Go

Created Density Influence

Go

Created Filling Current Velocity when Density Influence is given

Go

Created Length of harbor given density influence

Go

Created Time Interval over which the density difference exists when Density Influence is given

Go

Created Average Unit Weight of Deposit

Go

Created Equation for Unit Weight of Deposit

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 when Unit Weight of Deposit is Given

Go

Created Percentage of Silt for Unit Weight of Deposits

Go

Created Weighted Value given Average Unit Weight of Deposit

Go

Verified Percent Polymer Concentration when Polymer Feed Rate as Volumetric Flow Rate is Given

Go

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

Go

Created Aircraft Datum Length when Length of each Wedge-shaped End of Fillet is Given

Go

Created Distance along the Straight Taxiway Center line when Length of each End of Fillet is Given

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 when radius of fillet is given

Go

Created Minimum Safety Margin when Maximum Deviation permissible without Filleting is Given

Go

Created Minimum safety margin when radius of fillet is given

Go

Created Radius of fillet

Go

Created Radius of taxiway centerline when radius of fillet is given

Go

Created Taxiway Width when Maximum Deviation permissible without Filleting is Given

Go

Created Track of Main Undercarriage when Maximum Deviation permissible without Filleting is Given

Go

Created Track of main undercarriage when radius of fillet is given

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 Adjustment related to latitude of place when potential evapotranspiration is given

Go

Created Consumptive use of water for large areas

Go

Created Equation for Blaney Criddle

Go

Created Equation for constant depending upon latitude in net radiation of evaporable water equation

Go

Created Equation for Net Radiation of Evaporable Water

Go

Created Equation for Parameter Including Wind Velocity and Saturation Deficit

Go

Created Mean monthly air temperature for potential evapotranspiration in Thornthwaite equation

Go

Created Net Radiation of Evaporable water when Daily Potential Evapotranspiration is Given

Go

Created Parameter Including Wind Velocity and Saturation Deficit

Go

Created Penman's Equation

Go

Created Thornthwaite Formula

Go

Created Applied shear at section for development length of simple support

Go

Created Computed flexural strength when development length for simple support is given

Go

Created Development length for simple support

Go

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

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 a Catchment Area

Go

Created Equation for Weighted Value of Sand, Silt and Clay

Go

Created Annual Precipitation in Electromagnetic Method

Go

Created Average depth of stream when length of reach is given

Go

Created Average width of stream when mixing length is given

Go

Created Discharge in stream by constant rate injection method

Go

Created Length of Reach

Go

Created Measurement for Discharge in Electromagnetic Method

Go

Created Scale Factor for Acceleration

Go

Created Scale Factor for Acceleration when Scale Factor for Time and Velocity is known

Go

Created Scale Factor for Density of Fluid given Scale Factor for Inertia Forces

Go

Created Scale Factor for Inertia Forces

Go

Created Scale Factor for Kinematic Viscosity when Scale Factor for Time and Length is given

Go

Created Scale Factor for Length given Scale Factor for Inertia Forces

Go

Created Scale Factor for Length when Scale Factor for Acceleration is known

Go

Created Scale Factor for Length when Scale Factor for the Time is known

Go

Created Scale Factor for Length when Scale Factor for Time and Kinematic Viscosity is given

Go

Created Scale Factor for the Time

Go

Created Scale Factor for Time when Scale Factor for Acceleration is known

Go

Created Scale Factor for Time when Scale Factor for length and Kinematic Viscosity is given

Go

Created Scale Factor for Velocity given Scale Factor for Inertia Forces

Go

Created Scale Factor for Velocity when Scale Factor for Acceleration is known

Go

Created Scale Factor for Velocity when Scale Factor for the Time is known

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

Verified Discharge when velocity approach is given

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 when transmissivity is given 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 for known Reynolds Number in shorter length of pipe

Go

Created Kinematic viscosity of fluid when Reynolds number in a shorter length of pipe is given

Go

Created Material elastic modulus for Critical Buckling Load

Go

Created Pipe diameter when Reynolds number in a shorter length of pipe is given

Go

Created Reynolds Number in a shorter length of pipe

Go

Verified Dynamic Viscosity for Discharge through Pipe

Go

3 More Dynamic Viscosity Calculators

Go

Verified Dynamic Viscosity when Maximum Velocity between Plates is Given

Go

Verified Dynamic Viscosity when Velocity Distribution Profile is Given

Go

4 More Dynamic Viscosity Calculators

Go

Created Angular Velocity when Coriolis Acceleration is given

Go

Created Angular Velocity when Pressure Gradient Normal to the Current is given

Go

Created Current Velocity when Coriolis Acceleration is given

Go

Created Current Velocity when Pressure Gradient Normal to the Current is given

Go

Created Current Velocity when Radius of Curvature is known

Go

Created Latitude when Coriolis Acceleration is given

Go

Created Latitude when Pressure Gradient Normal to the Current is given

Go

Created Pressure Gradient Normal to the Current

Go

Created Radius of Curvature when current velocity is established

Go

Created The Coriolis Acceleration

Go

Verified Fetch when the height of waves for fetch more than 20 miles is Given

Go

Verified Head difference between headwater and tail water when Quantity of seepage in length of dam is given

Go

Verified Height of wave from trough to crest when Height of wave action through Zuider Zee formula is given

Go

Verified Length of dam to which the flow net applies when Quantity of seepage in length of dam is given

Go

21 More Earth Dam Calculators

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 the Wind and Current Direction

Go

Created Angular Velocity of Earth for known Depth of Frictional Influence by Eckman

Go

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

Go

Created Depth when Angle between the Wind and Current Direction is given

Go

Created Depth when Volume Flow rate per unit of Ocean Width is known

Go

Created Latitude when Depth of Frictional Influence by Eckman is given

Go

Created Velocity at surface when velocity detail of current profile in three dimensions is known

Go

Created Velocity at the Surface when Velocity Component along a horizontal x axis is given

Go

Created Velocity at the Surface when Velocity Component along a horizontal y axis is given

Go

Created Velocity Component along a horizontal x axis

Go

Created Velocity Component along a horizontal y axis

Go

Created Velocity in current profile in three dimensions by introducing polar coordinates

Go

Created Vertical Coordinate from Ocean Surface when Angle between Wind and Current Direction is given

Go

Created Vertical Eddy Viscosity Coefficient for known 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

Go

Verified Selling Price

Go

Verified Total Cost

Go

Verified Total Cost when Profit is Known

Go

Verified Total Revenue

Go

Verified Total Variable Cost

Go

Verified Volume of Output

Go

Created King's Dimensionless Variable

Go

Created Ocean Tide Amplitude for known King's Dimensionless Variable

Go

Created River or Freshwater Inflow to a Bay for known King's Dimensionless Variable

Go

Created Surface Area of a Bay or basin for known King's Dimensionless Variable

Go

Created Tidal Period for known King's Dimensionless Variable

Go

Verified Elastic Modulus of Rock when Rotation Due to Moment on a Arch Dam is Given

Go

5 More Elastic Modulus of Rock Calculators

Go

Verified Differential Pressure Head of Elbow Meter

Go

3 More Elbow Meter Calculators

Go

Verified Modulus of Elasticity of Bar when Elongation of Tapering Bar with Cross-sectional area is Given

Go

Verified Weight of Bar when Elongation of Tapering Bar due to self weight is Given

Go

12 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 the reservoir

Go

Created Difference in the elevations of full reservoir level and original bed of reservoir

Go

Created Height above Reservoir Bed given Relative Depth

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 Reservoir Type I Lake

Go

Created Relative area for Reservoir Type II Flood Plain, Foot Hill Region

Go

Created Relative area for Reservoir Type III Hilly Region

Go

Created Relative area for Reservoir Type IV Gorge

Go

Created Relative Area when Soil Erodibility Factor is Known

Go

Created Relative Depth at New Zero Elevation

Go

Created Sediment area at any height above the datum

Go

Created Soil Erodibility Factor

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

Created Volume of sediment to be distributed

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 based on Miche criterion

Go

Created Maximum Wave Height for known Energy Dissipation Rate

Go

Created Mean Wave Frequency for known Energy Dissipation Rate

Go

Created Percentage of Waves Breaking for known Energy Dissipation Rate

Go

Created Stable Wave Height

Go

Created Water Depth for known Energy Dissipation Rate per unit Surface Area due to Wave Breaking

Go

Created Water Depth for known Maximum Wave Height based on Miche criterion

Go

Created Water Depth for known Stable Wave Height

Go

Created Wave Number for known Maximum Wave Height based on Miche criterion

Go

Created Wavelength for known Maximum Wave Height based on Miche criterion

Go

Verified Mannings Roughness Coefficient when Velocity of Flow Fields is Given

Go

5 More Entrance and Exit Submerged Calculators

Go

Created Air Temperature for known Air-Sea Temperature Difference

Go

Created Air-Sea Temperature Difference

Go

Created Coefficient of Drag at 10-m Reference Level for known Wind Stress

Go

Created Coefficient of Drag for Winds Influenced by Stability Effects

Go

Created Coefficient of Drag for winds influenced by Stability Effects in terms of Von Karman constant

Go

Created Friction Velocity for known Height of Boundary layer in non-equatorial regions

Go

Created Friction velocity for known wind speed at height above surface

Go

Created Friction Velocity of Wind in Neutral Stratification as a function of Geostrophic Wind Speed

Go

Created Friction Velocity when Wind Stress is known

Go

Created Geostrophic Wind Speed

Go

Created Geostrophic Wind Speed when Friction Velocity in Neutral Stratification is known

Go

Created Gradient of Atmospheric Pressure Orthogonal to Isobars

Go

Created Gradient of Atmospheric Pressure Orthogonal to Isobars for known Gradient Wind Speed

Go

Created Height of Boundary layer in Non-equatorial Regions

Go

Created Height z above the Surface when standard reference wind Speed is known

Go

Created Rate of Momentum Transfer at the Standard Reference Height for Winds

Go

Created Water Temperature for known 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 the Surface

Go

Created Wind Speed at Height z above the Surface when standard reference wind Speed is known

Go

Created Wind Speed at standard 10-m Reference Level

Go

Created Wind Speed for known Coefficient of Drag at 10-m Reference Level

Go

Created Wind Stress in parametric form

Go

Created Wind Stress when Friction Velocity is known

Go

Created Baird and McIllwraith formula for maximum flood discharge

Go

Created Catchment area when maximum flood discharge is known in Dickens formula

Go

Created Catchment area when maximum flood discharge is known in Ryve's formula

Go

Created Dicken's Formula

Go

Created Fuller's formula for Maximum Flood Discharge

Go

Created Jarvis formula for peak discharge

Go

Created Kirpich Equation

Go

Created Ryves Formula

Go

Verified Pressure Head for a Steady Non Viscous Flow

Go

9 More Euler's Equation of Motion Calculators

Go

Created Actual Evapotranspiration

Go

Created Actual Evapotranspiration when Aridity Index is Given

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 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 a strip

Go

Created Uniform design load per unit of slab area when total static design moment is given

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 Work Done by Jet on Plate per Second

Go

Verified Cross Sectional Area when Dynamic Thrust Exerted by Jet on Plate is established

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

7 More Flat Plate Normal to the Jet Calculators

Go

Verified Modular Ratio when Equivalent width of flitched beam is Given

Go

2 More Flitched Beam Calculators

Go

Created Average Inflow denoting the beginning and end of Time Interval

Go

Created Average Inflow when Change in Storage is Given

Go

Created Average Outflow denoting the beginning and end of Time Interval

Go

Created Average Outflow in Time when Change in Storage is Given

Go

Created Change in Storage

Go

Created Change in Storage denoting the beginning and end of Time Interval

Go

Created Change in Storage denoting the beginning and end of Time Interval with respect to Inflow and Outflow

Go

Created Inflow at the Beginning of Time Interval when Average Inflow is Given

Go

Created Inflow at the End of Time Interval when Average Inflow is Given

Go

Created Inflow Rate when Rate of Change of Storage is Given

Go

Created Outflow at the Beginning of Time Interval given Average Inflow

Go

Created Outflow at the End of Time Interval when Average Inflow is Given

Go

Created Outflow Rate when Rate of Change of Storage is Given

Go

Created Rate of Change of Storage

Go

Created Storage at end of time interval of reservoir

Go

Created Storage at the beginning of Time Interval

Go

Created Storage at the end of Time Interval

Go

Created Storage at the the Beginning of Time Interval

Go

Verified Acceleration due to gravity when discharge passing over weir is given

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 when discharge passing over weir is given

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 when velocity approach is given

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 when velocity approach is given

Go

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

Go

Verified Additional head when discharge for Cipolletti weir considering velocity is given

Go

Verified Coefficient of discharge when discharge for Cipolletti weir is given

Go

Verified Discharge for Cipolletti weir

Go

Verified Discharge for Cipolletti weir if velocity is considered

Go

Verified Discharge Over a Trapezoidal Notch if overall Coefficient of Discharge for Trapezoidal notch

Go

Verified Discharge over Cipolletti weir by Francis Cipolletti

Go

Verified Discharge over Trapezoidal notch

Go

Verified Head when discharge for Cipolletti weir is given

Go

Verified Head when discharge for Cipolletti weir is given and if velocity is considered

Go

Verified Head when discharge over a Cipolletti weir is given

Go

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

Go

Verified Length of crest when discharge for Cipolletti weir is given

Go

Verified Length of crest when discharge over a Cipolletti weir by Francis, cipolletti is given

Go

Verified Length of crest when discharge over Trapezoidal notch is given

Go

Verified Rectangular coefficient of discharge when discharge over trapezoidal notch is given

Go

Verified Trapezoidal coefficient of discharge when discharge over trapezoidal notch is given

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 a 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 when percentage probability of flow magnitude is given

Go

Created Order number of discharge when percentage probability of flow magnitude is given

Go

Created Percentage probability of flow magnitude

Go

Created Discharge at Structure

Go

Created Free flow discharge under head when submerged flow over weir is given

Go

Created Head over weir given discharge

Go

Created Submerged Flow over a Weir estimated by Villemonte Formula

Go

Created Horizontal Fluid Particle Displacements

Go

Created Particle Velocity when Change in Pressure is known

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 when Particle Velocity is known

Go

Created Average per cycle Exchange Coefficient

Go

Created Channel Depth when Vessel Blockage Ratio is given

Go

Created Channel Width when Vessel Blockage Ratio is given

Go

Created Concentration of substance after i tidal cycles

Go

Created Continuity and energy equations in terms of 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 a 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 when Froude Number is given

Go

Created Vessel Speed when Individual wave celerities created by a moving vessel is known

Go

Created Vessel Speed when Return Flow Velocity is given

Go

Created Vessel's midsection wetted cross-sectional area when Return Flow Velocity is given

Go

Created Vessel's midsection wetted cross-sectional area when Vessel Blockage Ratio is given

Go

Created Water Depth when Froude Number is given

Go

Created Length of a Basin for Open Rectangular Basin

Go

Created Natural free Oscillating Period of a Basin for Open Rectangular Basin

Go

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

Go

Created Water Depth for a Open Rectangular Basin

Go

Created Angular Speed of Earth for given Coriolis Frequency

Go

Created Coriolis Frequency

Go

Created Coriolis Frequency when Horizontal Component of Coriolis Acceleration is Given

Go

Created Drag Coefficient

Go

Created Drag Coefficient when Wind Stress is Given

Go

Created Horizontal Component of Coriolis Acceleration

Go

Created Horizontal Speed Across Earth's Surface given Coriolis Frequency

Go

Created Horizontal Speed Across Earth's Surface when Horizontal Component of Coriolis Acceleration is Given

Go

Created Latitude in terms of Coriolis Frequency

Go

Created Latitude when magnitude of horizontal component of Coriolis acceleration is given

Go

Created Magnitude of horizontal component of coriolis acceleration

Go

Created Wind Speed at a Height 10 m given Wind Stress

Go

Created Wind Speed at Height 10 m for Drag Coefficient

Go

Created Wind Stress

Go

Verified Allowable compressive stress in rectangular section

Go

4 More Forest Products Laboratory Recommendations Calculators

Go

Created Angle of Current relative to the longitudinal axis of vessel for Form Drag of a Vessel

Go

Created Average Current Speed for Form Drag of a Vessel

Go

Created Form Drag Coefficient when Form Drag of a Vessel is known

Go

Created Form Drag of a Vessel due to the Flow of Water Past the Vessel's Cross-sectional Area

Go

Created Form Drag of a Vessel when Total Longitudinal Current Load on a Vessel is known

Go

Created Vessel beam when form drag of a vessel is known

Go

Created Vessel draft when form drag of a vessel is known

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 when Maximum Horizontal Particle Excursion at a Node is given

Go

Created Water Depth for known Natural Free Oscillation Period

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 for known Dimensionless parameter

Go

Created Manning's roughness coefficient n for known Dimensionless parameter

Go

Created Froude Scaling

Go

Created Froude Scaling in terms of 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 when Transformed Area is Given

Go

Verified Transformed Area of Prestressed Member

Go

Verified Transformed Area of Prestressed Member when Gross Area of Member is Known

Go

Verified Compressive stress due to External Moment

Go

Verified Cross Sectional Area when Compressive Stress is Given

Go

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

Go

Verified External Moment with a Known Compressive Stress

Go

Verified Length of Span when Uniform Load is Known

Go

Verified Moment of Inertia when Compressive Stress is Determined

Go

Verified Moment Produced due to Prestress

Go

Verified Prestressing Force when Compressive Stress is Given

Go

Verified Prestressing force When Uniform Load is Known

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 When Uniform Load is Known

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 the Stated Purpose under Leisure Category

Go

Created Country Pair Relation Index given Air Traffic between Stations i and j

Go

Created Distance between Cities i and j when Volume of Air Passenger Traffic between the Cities is Given

Go

Created Factor to adjust for Quantum Effects when Air Trips between i and j is Given

Go

Created Income for Leisure given Air Trips for the Stated Purpose under Leisure Category

Go

Created Mode-Specific Econometric Model for Air Traffic between Stations i and j

Go

Created Population at i when Air Trips between i and j is Given

Go

Created Population at Origin when Air Trips in Year y for the Stated Purpose under Leisure Category

Go

Created Population of City i when Volume of Air Passenger Traffic between City i and City j

Go

Created Population of City j when Volume of Air Passenger Traffic between City i and City j

Go

Created Respective portions of city populations with respect to income

Go

Created Respective portions of population at city with respect to income

Go

Created Time in Years when Air Trips between i and j is Given

Go

Created Volume of Air Passenger Traffic between City i and City j

Go

Created Inflow at the Beginning of Time Interval

Go

Created Inflow at the End of Time Interval

Go

Created Outflow at the Beginning of Time Interval

Go

Created Outflow at the End of Time Interval

Go

Created Water Surface Elevation at i'th step in Standard Fourth-Order Runge-Kutta Method

Go

Created Water surface elevation in standard fourth order Runge Kutta method

Go

Verified Gradient when Camber is given

Go

Verified Height for a Straight Line Camber

Go

10 More Gradients Calculators

Go

Created Darcy's Law

Go

Created Elevation head for known total head

Go

Created Kinematic Viscosity of Water when Reynolds Number of Value Unity is Given

Go

Created Pressure Head for given Total Head

Go

Created Representative Particle Size when Reynolds Number of Value Unity is Given

Go

Created Reynolds Number of Value Unity

Go

Created Total Head

Go

Created Base flow when Possible Recharge is Given

Go

Created Catchment Area when Recharge is Given

Go

Created Equation for Base Flow into the Stream from the Area

Go

Created Equation for Catchment Area when Specific Yield is Given

Go

Created Equation for Gross Recharge due to Rainfall and other Sources

Go

Created Equation for Gross Water Draft

Go

Created Equation for Net Ground Water Flow into the Area across the Boundary

Go

Created Equation for Recharge from Irrigation in a Area

Go

Created Equation for Recharge from Rainfall

Go

Created Equation for Recharge from Tanks and Ponds

Go

Created Equation for Recharge from the Stream into the Ground water Body

Go

Created Equation for Recharge from Water Conservation Structures

Go

Created Equation for Recharge when Specific Yield is Given

Go

Created Equation for Specific Yield

Go

Created Equation for Water Level Fluctuation

Go

Created Gross Water Draft when Recharge is Given

Go

Created Net Ground Water Flow when Possible Recharge is Given

Go

Created Possible Recharge given Gross Recharge due to Rainfall

Go

Created Possible Recharge when other Recharge factors are established

Go

Created Rainfall intensity when kinetic energy of storm is known

Go

Created Recharge from the Stream into the Ground water Body when Possible Recharge is Given

Go

Created Specific Yield when Recharge is Given

Go

Created Water Level Fluctuation when Possible Recharge is Given

Go

Created Group Velocity of Waves

Go

Created Group Velocity when Wave Power per unit Crest Width is Given

Go

Created Radian Frequency when Wave Propagation is Given

Go

Created Surface Elevation

Go

Created Total Energy per unit of Area when Wave Power per unit Crest Width is Given

Go

Created Wave Power per unit Crest Width

Go

Created Wave Speed

Go

Created Wave Speed when Group Velocity is Given

Go

Created Wavenumber when Wave Speed is Given

Go

Created Frequency Factor as applicable to an Infinite Sample Size

Go

Created Frequency Factor in Gumbel's Equation for Practical Use

Go

Created Frequency Factor when Variate 'x' with respect to Return Period is Given

Go

Created 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 when Variate 'x' with Recurrence Interval for Practical Use is Given

Go

Created Reduced Mean when Frequency Factor is Given

Go

Created Reduced Standard Deviation when Variate is Given

Go

Created Reduced Variate when Frequency Factor is Given

Go

Created Reduced Variate with respect to Return Period

Go

Created Reduced Variate with respect to Return Period when Frequency Factor is Given

Go

Created Reduced variate 'Y' for given return period

Go

Created Reduced Variate 'Y' in Gumbel's Method

Go

Verified Diameter of pipe when head loss over length of pipe with discharge is given

Go

Verified Diameter of pipe when pressure drop over length of pipe is given

Go

Verified Mean velocity of flow when pressure drop over length of pipe is given

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 the Structure

Go

Created Coefficient for Wave Transmission through the Structure for known 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 the given Wave Transmission Coefficient

Go

Created Horizontal Ordinate when Water Surface Amplitude is known

Go

Created Incident Wave Height for known Surf Similarity Number or Iribarren Number

Go

Created Incident Wave Height when Water Surface Amplitude is known

Go

Created Incident Wave Length when Water Surface Amplitude is known

Go

Created Reflected Wave Period when Water Surface Amplitude is known

Go

Created Structure crest elevation for known dimensionless coefficient in Seelig equation

Go

Created Structure crest width for known dimensionless coefficient in Seelig equation

Go

Created Surf Similarity Number or Iribarren Number

Go

Created Time Elapsed when Water Surface Amplitude is known

Go

Created Water Surface Amplitude

Go

Created Wave Runup above the Mean Water Level for the 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 the axis for known Maximum Oscillation Period corresponding to Fundamental Mode

Go

Created Basin Surface Area when Resonant Period for Helmholtz mode is given

Go

Created Channel Cross-sectional Area when Resonant Period for Helmholtz mode is given

Go

Created Channel Length for Resonant Period for Helmholtz Mode

Go

Created Channel Width for known Added Length

Go

Created Maximum Horizontal Particle Excursion at a Node

Go

Created Maximum Horizontal Velocity at a Node

Go

Created Maximum Oscillation Period corresponding to the 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 when Maximum Horizontal Particle Excursion at a Node is given

Go

Created Standing Wave Height when Maximum Horizontal Velocity at a Node is given

Go

Created Water depth for given period for fundamental mode

Go

Created Water Depth for known average horizontal velocity at node

Go

Created Water Depth for known Maximum Oscillation Period corresponding to Fundamental Mode

Go

Created Water Depth when Maximum Horizontal Particle Excursion at a Node is given

Go

Created Water Depth when Maximum Horizontal Velocity at a Node is given

Go

Created Wave Length for average horizontal velocity at node

Go

Created Form Number

Go

Created Lunar-Solar Constituent when Form Number is Given

Go

Created Principal Lunar Diurnal Constituent when Form Number is Given

Go

Created Principal Lunar Semi-Diurnal Constituent when Form Number is Given

Go

Created Principal Solar Semi-Diurnal Constituent when Form Number is Given

Go

Created Radian Frequencies for the Prediction of Tides

Go

Created Time period of n'th contribution of tide prediction given radian frequencies

Go

Verified Diameter of Wheel when Hoop Stress due to temperature fall is given

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 when minor vertical semi-axis for shallow water condition is known

Go

Created Water depth for major horizontal semi-axis for shallow water condition

Go

Created Water depth when minor vertical semi-axis for Shallow water Condition is known

Go

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

Go

Created Wave height when major horizontal semi-axis for Deepwater condition is known

Go

Created Wave height when minor vertical semi-axis for Deepwater condition is known

Go

Created Wave height when minor vertical semi-axis for shallow water condition is given

Go

Created Wavelength for major horizontal semi-axis for shallow water condition

Go

Verified Centrifugal Factor on road without super elevation for equilibrium

Go

Verified Centrifugal Force on a vehicle moving on road without superelevation

Go

Verified Distance between wheels when Impact Factor on road for equilibrium is Given

Go

Verified Impact Factor on road without super elevation

Go

17 More Horizontal Curves Calculators

Go

Verified Shear given Horizontal Shear Flow

Go

4 More Horizontal Shear Flow Calculators

Go

Verified Head for known coefficient when Bazin formula and velocity is considered

Go

Verified Head over crest when discharge passing over weir is given

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 coefficient for Bazin formula is given

Go

Verified Head when End Contractions is Supressed, if the Velocity is Considered is given

Go

3 More Hydraulic Head Calculators

Go

Verified Conjugate Depth y1 when Froude Number Fr1 is Given

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 The 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 an alternative form of exponential decay

Go

Created Discharge in Alternative form of Exponential Decay

Go

Created Discharge when Recession Constant is Known

Go

Created Discharge when Storage is Given

Go

Created Drainage Area when Time Interval from peak in straight line method of baseflow separation is given

Go

Created Recession Constant for Base Flow

Go

Created Recession Constant for Interflow

Go

Created Recession Constant for Surface Storage

Go

Created Storage Remaining at any Time

Go

Created The Recession Constant

Go

Created Time Interval from the peak in straight line method of baseflow separation

Go

Created Change in Storage in Muskingum Method of Routing

Go

Created Equation for Linear Storage

Go

Created Muskingum Equation

Go

Created Muskingum Routing Equation

Go

Created Outflow at the Beginning of Time Interval in Muskingum Continuity Equation

Go

Created Outflow when Linear Storage is Given

Go

Created Storage 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 Coefficient of Discharge when Outflow is Given

Go

Created Effective length of spillway crest when outflow is given

Go

Created Head over the Spillway when Outflow is Given

Go

Created Outflow in Spillway

Go

Created Storage at the beginning of time interval in modified Pul's Method

Go

Created Storage at the end of time interval in modified Pul's method

Go

Created 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 a day

Go

Created Coordinate measured downward from the top when effective tension is given

Go

Created Coordinate measured downward from the top when Tension on a vertical drill string is given

Go

Created Cross section area of steel given effective tension

Go

Created Cross section area of steel in pipe when tension on vertical drill string is given

Go

Created Effective Tension given buoyant force acts in direction opposite to gravity force

Go

Created Length of pipe hanging in well given effective tension

Go

Created Length of pipe hanging in well when tension on a vertical drill string is given

Go

Created Length of pipe hanging in well when vertical force at bottom end of drill string is given

Go

Created Length of pipe hanging when lower section of drill string length in compression is known

Go

Created Mass density of drilling mud for lower section of drill string length in compression

Go

Created Mass density of drilling mud when buoyant force acts in a direction opposite to the gravity force

Go

Created Mass Density of drilling mud when vertical force at the bottom end of drill string is given

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 a direction opposite to the gravity force

Go

Created Tension on a vertical drill string

Go

Created The lower section of drill string length that is in compression

Go

Created Vertical force at the bottom end of drill string

Go

Verified Breadth of Flange when Longitudinal Shear Stress in Web for I beam is Given

Go

Verified Longitudinal Shear Stress in Flange for I beam

Go

Verified Moment of Inertia given Longitudinal Shear Stress in Web for I beam

Go

Verified Transverse Shear when Longitudinal Shear Stress in Web for I beam is Given

Go

7 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

Go

Created Average Area over a Channel Length for known King's Dimensionless Velocity

Go

Created Average Area Over the Channel Length for flow through the Inlet into the Bay

Go

Created Average Velocity in Channel for flow through Inlet into the Bay

Go

Created Bay Tide Amplitude for known Inlet channel Water Surface Elevation of Bay

Go

Created Bay Tide Amplitude for known Tidal Prism Filling the Bay

Go

Created Change of Bay Elevation with time for flow through the Inlet into the Bay

Go

Created Duration of Inflow for known Inlet channel Water Surface Elevation of Bay

Go

Created Inlet Channel Velocity

Go

Created Inlet Channel Water Surface Elevation of Bay

Go

Created Inlet Length when Tidal Period is given

Go

Created Maximum Cross-Sectionally averaged Velocity during a Tidal Cycle

Go

Created Maximum cross-sectionally averaged Velocity during a Tidal Cycle for known Inlet Channel Velocity

Go

Created Ocean Tide Amplitude for known King's Dimensionless Velocity

Go

Created Phase Lag for known Inlet channel Water Surface Elevation of Bay

Go

Created Surface Area of Bay for flow through the Inlet into the Bay

Go

Created Surface Area of Bay for known King's dimensionless Velocity

Go

Created Surface Area of Bay for known Tidal Prism Filling the Bay

Go

Created Tidal Period for known Inlet Channel Velocity

Go

Created Tidal Period for known King's Dimensionless Velocity

Go

Created Tide Period for known Inlet channel Water Surface Elevation of Bay

Go

Created Darcy - Weisbach Friction term for known Inlet Impedance

Go

Created Entrance Energy Loss Coefficient for known Inlet Impedance

Go

Created Exit Energy Loss Coefficient for known Inlet Impedance

Go

Created Inlet Hydraulic Radius for known Inlet Impedance

Go

Created Inlet Impedance

Go

Created Inlet Length for known Inlet Impedance

Go

Created Air Transport Movement Per Aircraft

Go

Created Airline Industry Wages

Go

Created Average Trip Length when Passenger Enplanements is Given

Go

Created Jet Fuel Price when Yield is Given

Go

Created Passenger Enplanements

Go

Created Real Gross National Product

Go

Created Real Yield when Revenue Passenger Miles is Given

Go

Created Regression Model Formulation for Yield

Go

Created Revenue Passenger Miles

Go

Created Revenue Passenger Miles when Passenger Enplanements is Given

Go

Created Duration of rainfall 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 when Interception Loss is Given

Go

Created Average of highest one tenth of runups

Go

Created Deepwater surf similarity parameter for known average of highest one tenth of runups

Go

Created Deepwater Surf Similarity Parameter for known Maximum Runup

Go

Created Deepwater Surf Similarity Parameter for known Mean Runup

Go

Created Deepwater surf similarity parameter for known runup

Go

Created Deepwater wave height for known average of highest one tenth of runups

Go

Created Deepwater wave height for known average of highest one third of runups

Go

Created Deepwater Wave Height for known Maximum Runup

Go

Created Deepwater Wave Height for known Mean Runup

Go

Created Deepwater wave height for known 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 for known average of highest one third of runups

Go

Created The Average of highest one third of runups

Go

Created Wave Period for known 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 Force exerted on plate in direction of flow of the jet

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 for known Output Power

Go

Verified Jet Velocity when Power Lost is established

Go

3 More Jet Velocity Calculators

Go

Created Annual Sediment Yield Rate

Go

Created Catchment Area when Annual Sediment Yield Rate is Given

Go

Created Catchment Area when Volume of Sediment Yield per Year from a Catchment Area is Given

Go

Created Volume of Sediment Yield per Year from a Catchment Area

Go

Created Annual Sediment Yield Rate on volume basis

Go

Created Area of catchment when volume of sediment yield per year from catchment is given

Go

Created Catchment Area when Annual Sediment Yield Rate on Volume basis is Given

Go

Created Volume of Sediment Yield per year from the Catchment

Go

Created Mean monthly temperature of catchment for known monthly losses

Go

Created Monthly losses given mean monthly temperature of catchment

Go

Created Monthly Losses when Monthly Runoff is established

Go

Created Monthly Precipitation given Monthly Runoff

Go

Created Monthly Runoff

Go

Created Runoff when Precipitation is Given

Go

Created Kinetic Energy due to Particle Motion

Go

Created Wave Height when Kinetic Energy due to Particle Motion is Given

Go

Created Wave Length for Kinetic Energy due to Particle Motion

Go

Created Kinetic Energy per unit Length of Wave Crest

Go

Created Wave Height when Kinetic Energy per unit Length of Wave Crest is Given

Go

Created Wavelength for Kinetic Energy per unit Length of Wave Crest

Go

Created Average Area Over the Channel Length for known King's Inlet Friction Coefficient

Go

Created Average Area over the Channel Length when Tidal Period, Inlet Friction Coefficient is given

Go

Created Inlet Frequency Coefficient when Tidal Period is given

Go

Created Inlet Friction Coefficient for known Keulegan Repletion Coefficient

Go

Created Inlet Friction Coefficient parameter for known Keulegan Repletion Coefficient

Go

Created Inlet Impedance for known King's Inlet Friction Coefficient

Go

Created Inlet Length for known King's Inlet Friction Coefficient

Go

Created King's Dimensionless Velocity

Go

Created King's Inlet Friction Coefficient

Go

Created Ocean Tide Amplitude for known King's Inlet Friction Coefficient

Go

Created Surface Area of a Bay or Basin for known King's Inlet Friction Coefficient

Go

Created Surface Area of Bay when Tidal Period, Inlet friction coefficient is given

Go

Created Kirpich Adjustment Factor

Go

Created Maximum Length of Travel of Water

Go

Created Return Period when Rainfall Intensity is Given

Go

Created Slope of catchment when time of concentration is given

Go

Created Time of Concentration from Kirpich Adjustment Factor

Go

Verified Lag Distance or Reaction Distance

Go

2 More Lag distance Calculators

Go

Verified Specific Weight of Sphere when Terminal Fall Velocity is Given

Go

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

Go

Verified Discharge when Mean Velocity of Flow is Given

Go

Verified Discharge when viscosity is given

Go

Verified Distance between Plates when Discharge is Given

Go

Verified Distance between Plates when Maximum Velocity between Plates is Given

Go

Verified Distance Between Plates when Mean Velocity of Flow is Given

Go

Verified Distance between plates when mean velocity of flow with pressure gradient is given

Go

Verified Distance Between Plates when Velocity Distribution Profile is Given

Go

Verified 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 when Discharge per unit channel width is Given

Go

Verified Diameter of Section when Mean Velocity of flow is Given

Go

Verified Discharge per unit channel width

Go

Verified Dynamic Viscosity when Mean Velocity of flow in section is Given

Go

Verified Slope of Channel when Discharge per unit Channel Width is Given

Go

Verified Slope of channel when mean velocity of flow is established

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 when Distance between the Center lines is Given

Go

Created Distance between center lines of runway and parallel taxiway

Go

Created Equation for Landing Distance

Go

Created Stopping Distance when Landing Distance is Given

Go

Verified Characteristic length for known seat load on rail

Go

Verified Maximum Contact Shear Stress

Go

Verified Maximum Load on Rail Seat

Go

Verified Radius of Wheel when Shear Stress is Given

Go

Verified Section Modulus of Rail for known Seat Load

Go

Verified Sleeper Spacing for known seat load on rail

Go

Verified Slip of Wheel

Go

Verified Static Wheel Load when Shear Stress is Given

Go

Verified Wheel Load when seat load is established

Go

Verified Length given Deflection in Leaf Spring

Go

Verified Length when Deflection in Leaf Spring is Given

Go

Verified Load given Deflection in Leaf Spring

Go

Verified Moment given Deflection in Leaf Spring

Go

Verified Moment of Inertia when Deflection in Leaf Spring is Given

Go

Verified Number of plates when Deflection in Leaf Spring is Given

Go

Verified Thickness when Deflection in Leaf Spring is Given

Go

Verified Width when Deflection in Leaf Spring is Given

Go

14 More Leaf Spring Calculators

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 discharge passing over weir is given

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 the Velocity is not Considered is given

Go

Verified Length when Bazins formula for discharge if velocity is considered

Go

3 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 for Mean Depth

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 when equation for constant is given

Go

Created Relative Wavelength

Go

Created Velocity of Propagation in Linear Dispersion Relation

Go

Created Velocity of Propagation in Linear Dispersion Relation when Wavelength is Given

Go

Created Wave Height when Equation for Constant A is Given

Go

Created Wave Number of Convenient Empirical Explicit Approximation

Go

Created Wave period when radian frequency of waves is given

Go

Created Wavelength when wave number is established

Go

Verified Angle of Inclination of Free Surface

Go

Verified Atmospheric pressure for pressure at any point in liquid

Go

Verified Constant Horizontal Acceleration when Angle of Inclination of Free Surface is Given

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 when Adjusted Coefficient of Skew is Given

Go

Created Equation for Base Series of Z Variates

Go

Created Equation for Z Series for any Recurrence Interval

Go

Created Frequency Factor given Z series for Recurrence Interval

Go

Created Kinematic Viscosity when Specific or Intrinsic Permeability is Given

Go

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

Go

Created Partial Duration Series

Go

Created Sample Size when Adjusted Coefficient of Skew is Given

Go

Verified Average Longitudinal Shear Stress for Rectangular Section

Go

Verified Breadth when Average Longitudinal Shear Stress for Rectangular Section is Given

Go

6 More Longitudinal Shear Stress for Rectangular Section Calculators

Go

Verified Transverse Shear when Average Longitudinal Shear Stress for Solid Circular Section is Given

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 the 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 for known Longshore Current at the Mid-Surf Zone

Go

Created Wave Height for known Radiation Stress Component

Go

Verified Loss in Prestress when Creep Strain is Given

Go

Verified Loss in Prestress when Shrinkage Strain is Given

Go

Verified Shrinkage Strain for Post tensioning

Go

Verified Ultimate Creep Strain

Go

Verified Ultimate Shrinkage Strain when Loss in Prestress is Given

Go

2 More Losses Due to Creep and Shrinkage Calculators

Go

Created Daltons Law Considering wind effects

Go

Created Dalton's Law of Evaporation

Go

Created Formula for Pan coefficient

Go

Created Vapour Pressure of air when Evaporation is given in Dalton's law

Go

Created Vapour Pressure of water at a given temperature when Evaporation given in Dalton's Law

Go

Verified Average Investment if Salvage Value is not 0

Go

Verified Average Investment when Salvage value is 0

Go

Verified Book value for New Machine

Go

Verified Capacity of Crankcase when Quantity of Oil is Determined

Go

Verified Capital Cost when Salvage Value is 0

Go

Verified Depreciation Cost when Straight Line Method is Assumed

Go

Verified Horse Power when Quantity of Oil is Given

Go

Verified Hourly Cost Worker

Go

Verified Hourly Depreciation

Go

Verified Life Span of Machine

Go

Verified Quantity of Lubricating Oil

Go

Created Mass Transport Velocity to second-order

Go

Created Wave Height for Mass Transport Velocity to second-order

Go

Verified Material Coefficient C1 when New Material Coefficient C2 for Dams on Soft Foundations is Given

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 when Cc is Given

Go

Verified Secant Modulus for Normal Weight of Concrete

Go

Verified Total Strain

Go

Verified Total Strain when Creep Coefficient is Given

Go

Created Duration given Extreme Rainfall Depth

Go

Created Duration given Maximum Intensity

Go

Created Extreme Rainfall Depth

Go

Created Maximum Intensity in General Form

Go

Created Pan Evaporation Loss

Go

Created Return Period given Maximum Intensity

Go

Created Weightage to Stations

Go

Verified Base when Stress at Neutral axis of a triangular section is Given

Go

Verified Transverse Shear when Maximum Stress of a triangular section is Given

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

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

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

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Created Recharge from Rainfall in Hard Rock Areas with low Clay Content for Known Rainfall Factor

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Created Recharge from Rainfall in Hard Rock Areas with Massive poorly fractured Rocks

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Created Recharge from Rainfall in Hard Rock Areas with Phyllites, Shales for Known Max Rainfall Factor

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

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Created Recharge from Rainfall in Hard Rock Areas with significant Clay Content for Known Rainfall Factor

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Created Recharge from Rainfall in Hard Rock Areas with Vesicular and Jointed Basalt for Max Rainfall Factor

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Created Recharge from Rainfall in Hard Rock Areas with Weathered Basalt for Known Maximum Rainfall Factor

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Created Possible Recharge in Clayey Alluvial Areas for Maximum Value of Specific Yield

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Created Possible Recharge in Hard Rock Areas with Karstified Limestone for Maximum Specific Yield

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Created Possible Recharge in Hard Rock Areas with Laterite for Maximum Specific Yield

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Created Possible Recharge in Hard Rock Areas with Limestone for Maximum Specific Yield

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Created Possible Recharge in Hard Rock Areas with Low Clay Content for Maximum Value of Specific Yield

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Created Possible Recharge in Hard Rock Areas with Massive, Poorly Fractured Rock for Maximum Specific Yield

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Created Possible Recharge in Hard Rock Areas with Phyllites, Shales for Maximum Specific Yield

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Created Possible Recharge in Hard Rock Areas with Quartzite for Maximum Specific Yield

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Created Possible Recharge in Hard Rock Areas with Sandstone for Maximum Specific Yield

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Created Possible Recharge in Hard Rock Areas with Significant Clay Content for Maximum Specific Yield

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Created Possible Recharge in Hard Rock Areas with Weathered Jointed Basalt for Maximum Specific Yield

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Created Possible Recharge in Sandy Alluvial Areas for Maximum Value of Specific Yield

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Created Possible Recharge in Silty Alluvial Areas for Maximum Value of Specific Yield

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Created Ambient pressure at periphery of storm

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Created Characteristic Wave Height when Dimensionless Wave Height is known

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Created Cyclostrophic Approximation to the Wind speed

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Created Dimensionless Fetch

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Created Dimensionless Fetch for known Fetch-limited Dimensionless Wave Height

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Created Dimensionless Wave Frequency

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Created Dimensionless Wave Height

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Created Direction in Cartesian Coordinate system

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Created Direction in Standard Meteorological Terms

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Created Distance from center of storm circulation to location of maximum wind speed

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Created Fetch-limited Dimensionless Wave Height

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Created Frequency of spectral peak for known dimensionless wave frequency

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Created Friction Velocity for known Dimensionless Wave Frequency

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Created Friction Velocity when Dimensionless Fetch is known

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Created Friction Velocity when Dimensionless Wave Height is known

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Created Fully Developed Wave Height

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Created Gradient Approximation to the Wind Speed

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Created Maximum velocity in storm

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Created Pressure Profile in terms of Hurricane Winds

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Created Straight Line Distance over which the Wind Blows

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Created Wind Speed when Fully Developed Wave Height is Given

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Created Equation for Daily Lake Evaporation

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Created Meyers formula

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Created Rohwers formula

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Created Transpiration ratio

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Created Water consumed by transpiration

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Created Capillary Suction given Infiltration Capacity

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Created Cumulative Infiltration Capacity when Green-Ampt Parameters of Infiltration Model is Given

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Created Darcy's hydraulic conductivity given infiltration capacity

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

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Created Darcy's hydraulic conductivity when infiltration capacity is given from Philip's equation

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Created Equation for Infiltration Capacity

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Created Green Ampt Equation

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

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Created Infiltration rate by Horton's equation

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Created Kostiakov Equation

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Created Philip's Equation

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Created Porosity of soil when infiltration capacity is given from Green-Ampt equation

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Created Sorptivity for Cumulative Infiltration Capacity is from Philip's Equation

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Created Sorptivity given infiltration capacity

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Created Average Stream Velocity given Minimum Weight

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Created Average Velocity in Moderately Deep Streams

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Created Average velocity in rivers having flood flows

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Created Depth of flow at vertical given sounding weights

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Created Distance Travelled given Surface Velocity

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Created Flow Velocity

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Created Moving Boat Velocity

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Created Moving Boat Velocity given width between two verticals

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Created Partial discharge in sub area between two verticals when flow velocity is given

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Created Partial Discharge in sub area between two verticals when resultant velocity is given

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Created Resultant Velocity given Moving Boat Velocity

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Created Resultant Velocity when Flow Velocity is Given

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Created Revolutions per second of horizontal axis meter when stream velocity is given

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Created Sounding Weights

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Created Stream velocity at instrument location

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Created Surface Velocity

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Created Surface Velocity when Average of Velocity is established

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Created Time of Distance Travelled given Surface Velocity

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Created Time of Transit Between Two Verticals when Width Between Verticals is Given

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Created Velocity Distribution in Rough Turbulent Flow

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Created Width Between Two Verticals

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Created Angular velocity of Earth for a velocity at surface

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

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Created Coefficient 'a' for known Hoerls Special function Distribution

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Created Coefficient when Water Surface Slope by Eckman is given

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Created Density of Water when Velocity at the Surface is given

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Created Density of Water when Water Surface Slope is given

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Created Depth after Dredging for known Transport Ratio

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Created Depth before Dredging for known Transport Ratio

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

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Created Depth when Velocity at the Surface is given

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Created Hoerls Special function Distribution

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Created Latitude when Velocity at the Surface is given

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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 the Sea Bottom

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Created Shear Stress at the Water Surface when Velocity at Surface is given

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Created Shear Stress at the Water Surface when Water Surface Slope is given

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Created Tidal Period for known Change of Ebb Tidal Energy Flux across the 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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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 for known 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 when Minimum value of Specific Yield for the Area is Known

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Created Possible Recharge in Hard Rock Area with Kartstified Limestone for known 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 for known minimum specific yield of area

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Created Possible Recharge in Hard Rock Area with Low Clay Content for known 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 for known Minimum Specific Yield

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Created Possible recharge in hard rock area with quartzite for known minimum specific yield

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

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Created Possible Recharge in Hard Rock Area with significant Clay Content

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

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Created Possible Recharge in Sandy Alluvial Area when Minimum value of Specific Yield for the Area is Known

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Created Possible Recharge in Silty Alluvial Area when Minimum value of Specific Yield for the Area is Known

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Created Flow through any square for total flow

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Created Flow through any square from Darcy's law for groundwater flow nets

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Created Number of squares through which flow occurs

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Created Quantity of water in steady state unsaturated downward movement

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Created Quantity of water in steady state unsaturated flow in direction of upward movement

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Created Total flow through any set or group of equipotential lines

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Created Constant of Proportionality when Travel by Air Passengers between Cities i and j is Given

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Created Distance between Cities i and j when Travel by Air Passengers between the Cities is Given

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Created Indicator of Attraction to City j when Travel by Air Passengers between the Cities is Given

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Created Indicator of Road Condition around City i when Travel by Air Passengers between the Cities is Given

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Created Percent of Manufacturing and Retail Employment of Total Employment at i

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Created Percent of Manufacturing and Retail Employment of Total Employment at J

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Created Population at City i when Travel by Air Passengers between Cities i and j is Given

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Created Population at city j when Travel by Air Passengers between Cities i and j is Given

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Created Seats Available between i and j when Travel by Air Passengers between the Cities is Given

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Created Service Reliability Indicator when Travel by Air Passengers between the Cities is Given

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Created Travel by Air Passengers between the Origin and Destination Cities

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Created Crop Management Factor when Sediment Yield from an Individual Storm is Given

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Created Equation for Suspended Sediment Load

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Created Peak Rate of Runoff when Sediment Yield from an Individual Storm is Given

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Created Sediment Yield from an Individual Storm

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Created Soil Erodibility Factor when Suspended Sediment Load is Given

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Created Storm Runoff Volume when Sediment Yield from an Individual Storm is Given

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Created Stream Flow Discharge when Suspended Sediment Load is Given

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Created Support Cultivation Practice when Sediment Yield from an Individual Storm is Given

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Created Topographic Factor when Sediment Yield from an Individual Storm is Given

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Verified Density of Liquid given Output Power

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Verified Density of Liquid with absolute velocity when Power Lost is established

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Verified Density of Liquid with relative velocity given Power Lost

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Verified Flow Velocity when Power Lost is established

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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 when Output Power is Given

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Verified Rate of Flow when Power Lost is Given

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14 More Momentum Theory of Propellers Calculators

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Created Axial Tension or load when Individual stiffness of a mooring line is given

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Created Effective Spring Constant when Undamped natural period is given

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Created Elongation in mooring line when individual stiffness of mooring line is known

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Created Elongation in mooring line when percent elongation in mooring line is known

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Created Individual Stiffness of a Mooring Line

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Created Length of mooring line when percent elongation in mooring line is known

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Created Mass of a Vessel for known Virtual Mass of a Vessel

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

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Created Percent Elongation in a Mooring Line

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Created Undamped Natural Period of a Vessel

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Created Virtual Mass of a Vessel

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Created Virtual Mass of a Vessel when undamped natural period is given

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Created Angle of Current relative to the longitudinal axis of vessel in terms of Reynolds Number

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Created Area ratio when expanded or developed blade area of propeller is known

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Created Average Current Speed for known Reynolds number

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Created Coefficient of Drag for winds measured at 10 m for known Drag Force due to wind

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Created Displacement of vessel for wetted surface area of vessel

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Created Drag Force due to Wind

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Created Elevation when velocity at the desired elevation is given

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Created Expanded or developed blade area of propeller

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Created Kinematic Viscosity of water when Reynolds Number is given

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Created Mass density of air for known Drag Force due to Wind

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

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Created Total Longitudinal Current Load on a Vessel

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Created Velocity at Surface in terms of Shear Stress at the Water Surface is known

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Created Velocity at the desired elevation z

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Created Vessel beam for known expanded or developed blade area of propeller

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Created Waterline Length of a Vessel when Reynolds Number is given

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Created Waterline length of vessel for known expanded or developed blade area

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Created Waterline length of vessel for wetted Surface Area of Vessel

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Created Wetted Surface Area of Vessel

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Created Wind Speed at Standard Elevation of 10 m above water's surface for known Drag Force due to Wind

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

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Created Equation for Sediment Delivery Ratio

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Created Watershed Length when Sediment Delivery Ratio is Given

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Created Watershed Relief when Sediment Delivery Ratio is Given

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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 1 from utility function

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Created Airline service weekly departing flights from airport 2,3

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Created Airline service weekly departing flights from airport 2,3 from utility function

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Created Model Formulation for International Passenger Forecasts

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Created Model Formulation for International Passenger Forecasts developed by IATA

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Created Percent of Passengers from the Utility Function

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Created Percent of Passengers in Analysis Zone using Airports 1, 2 and 3

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Created Percent of Passengers in Analysis Zone using Airports 2 and 3

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Created Percent of Passengers in Analysis Zone using Airports 2 and 3 from the Utility Function

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Created Travel Times from Analysis Zone to Airports 1 from the Utility Function

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Created Travel Times from Analysis Zone to Airports 1 when Percent of Passengers is Known

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Created Travel Times from Analysis Zone to Airports 2,3

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Created Travel Times from Analysis Zone to Airports 2,3 from the Utility Function

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Created Maximum velocity in inlet throat for known total maximum discharge

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

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Created Surface area of bay or basin for known total maximum discharge

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Created Tidal period for known total maximum discharge for the total of all inlets

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Created Total Maximum Discharge for the Total of all Inlets

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Created Allowable load per inch of penetration into member receiving point

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

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Created Total allowable lateral load for nail or spike

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Created Equation for Inflow from the Continuity Equation

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Created First Moment of DRH about time origin divided by total direct runoff

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Created First moment of ERH about time origin divided by total effective rainfall

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Created First moment of ERH when second moment of DRH is given

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Created First moment of instantaneous unit hydrograph, IUH

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Created Ordinates of instantaneous unit hydrograph representing the IUH of a catchment

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Created Outflow in First Reservoir

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Created Outflow in n'th Reservoir

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Created Outflow in Second Reservoir

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Created Outflow in Third Reservoir

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

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

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Created Second moment of instantaneous unit hydrograph or IUH

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Created Total wedge storage in channel reach

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Created Change in Storage Volumes

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Created Natural Flow Volume

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Created Net evaporation losses from reservoir on stream

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Created Net export of water from basin

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Created Observed Flow Volume at Terminal Site given Natural Flow Volume

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Created Volume diverted out of stream

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Created Volume of Return Flow

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Created Oscillatory Flow due to Infragravity Waves

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Created Oscillatory Flow due to Wind Waves

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Created Steady Current driven by Breaking Waves

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Created Tidal current for known total current in surf zone

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Created Total current in surf zone

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Created Wind driven current for known total current in surf zone

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Created Dynamic Viscosity for known Kinematic Viscosity

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Created Dynamic viscosity of fluid when fluid filling width between plates is given

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Created Dynamic viscosity of fluid when shear force per unit area or shear stress is given

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Created Fluid Filling width y between the plates when Shear Force per unit area or Shear Stress is given

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Created Mass density of fluid for given kinematic viscosity

List of Calculators by Mithila Muthamma PA