Displacement Parameter for Sediment Transport under Water Waves Solution

STEP 0: Pre-Calculation Summary
Formula Used
Displacement Parameter = Excursion Amplitude of Fluid Particles/Length Scale
δ = A/L
This formula uses 3 Variables
Variables Used
Displacement Parameter - Displacement Parameter used for sediment transport under water waves.
Excursion Amplitude of Fluid Particles - Excursion Amplitude of Fluid Particles in oscillatory flow is defined as a parameter influencing the sediment transport under water waves.
Length Scale - (Measured in Meter) - Length Scale for a typical coastal engineering flow situation.
STEP 1: Convert Input(s) to Base Unit
Excursion Amplitude of Fluid Particles: 40 --> No Conversion Required
Length Scale: 30 Meter --> 30 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
δ = A/L --> 40/30
Evaluating ... ...
δ = 1.33333333333333
STEP 3: Convert Result to Output's Unit
1.33333333333333 --> No Conversion Required
FINAL ANSWER
1.33333333333333 1.333333 <-- Displacement Parameter
(Calculation completed in 00.004 seconds)

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11 The Keulegan-Carpenter Number Calculators

Amplitude of Flow Velocity Oscillation for Sinusoidal Motion of Fluid
Go Amplitude of Flow Velocity Oscillation = (Excursion Amplitude of Fluid Particles*2*pi)/Time Period of Oscillations
Period of Oscillation for Sinusoidal Motion of Fluid
Go Time Period of Oscillations = (Excursion Amplitude of Fluid Particles*2*pi)/Amplitude of Flow Velocity Oscillation
Amplitude of Flow Velocity Oscillation
Go Amplitude of Flow Velocity Oscillation = (Keulegan-Carpenter Number*Length Scale)/Time Period of Oscillations
Characteristic Length Scale of Object
Go Length Scale = (Amplitude of Flow Velocity Oscillation*Time Period of Oscillations)/Keulegan-Carpenter Number
Keulegan-Carpenter Number
Go Keulegan-Carpenter Number = (Amplitude of Flow Velocity Oscillation*Time Period of Oscillations)/Length Scale
Period of Oscillation
Go Time Period of Oscillations = (Keulegan-Carpenter Number*Length Scale)/Amplitude of Flow Velocity Oscillation
Excursion Amplitude of Fluid Particles in Oscillatory Flow given Displacement Parameter
Go Excursion Amplitude of Fluid Particles = Displacement Parameter*Length Scale
Characteristic Length Scale of Object given Displacement Parameter
Go Length Scale = Excursion Amplitude of Fluid Particles/Displacement Parameter
Displacement Parameter for Sediment Transport under Water Waves
Go Displacement Parameter = Excursion Amplitude of Fluid Particles/Length Scale
Displacement Parameter for Sediment Transport for Sinusoidal Motion of Fluid
Go Displacement Parameter = Keulegan-Carpenter Number/(2*pi)
Keulegan-Carpenter Number for Sinusoidal Motion of Fluid
Go Keulegan-Carpenter Number = 2*pi*Displacement Parameter

Displacement Parameter for Sediment Transport under Water Waves Formula

Displacement Parameter = Excursion Amplitude of Fluid Particles/Length Scale
δ = A/L

What is Keulegan—Carpenter Number?

In fluid dynamics, the Keulegan–Carpenter number, also called the period number, is a dimensionless quantity describing the relative importance of the drag forces over inertia forces for bluff objects in an oscillatory fluid flow. Or similarly, for objects that oscillate in a fluid at rest.

What is The Morison (MOJS) equation?

In fluid dynamics, the "Morison equation" is a semi-empirical equation for the inline force on a body in oscillatory flow. It is sometimes called the "MOJS equation" after all four authors – Morison, O’Brien, Johnson and Schaaf –of the 1950 paper in which the equation was introduced.

How to Calculate Displacement Parameter for Sediment Transport under Water Waves?

Displacement Parameter for Sediment Transport under Water Waves calculator uses Displacement Parameter = Excursion Amplitude of Fluid Particles/Length Scale to calculate the Displacement Parameter, The Displacement Parameter for Sediment Transport under Water Waves is defined as a closely related parameter, also often used for sediment transport under water waves. Displacement Parameter is denoted by δ symbol.

How to calculate Displacement Parameter for Sediment Transport under Water Waves using this online calculator? To use this online calculator for Displacement Parameter for Sediment Transport under Water Waves, enter Excursion Amplitude of Fluid Particles (A) & Length Scale (L) and hit the calculate button. Here is how the Displacement Parameter for Sediment Transport under Water Waves calculation can be explained with given input values -> 1.333333 = 40/30.

FAQ

What is Displacement Parameter for Sediment Transport under Water Waves?
The Displacement Parameter for Sediment Transport under Water Waves is defined as a closely related parameter, also often used for sediment transport under water waves and is represented as δ = A/L or Displacement Parameter = Excursion Amplitude of Fluid Particles/Length Scale. Excursion Amplitude of Fluid Particles in oscillatory flow is defined as a parameter influencing the sediment transport under water waves & Length Scale for a typical coastal engineering flow situation.
How to calculate Displacement Parameter for Sediment Transport under Water Waves?
The Displacement Parameter for Sediment Transport under Water Waves is defined as a closely related parameter, also often used for sediment transport under water waves is calculated using Displacement Parameter = Excursion Amplitude of Fluid Particles/Length Scale. To calculate Displacement Parameter for Sediment Transport under Water Waves, you need Excursion Amplitude of Fluid Particles (A) & Length Scale (L). With our tool, you need to enter the respective value for Excursion Amplitude of Fluid Particles & Length Scale and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Displacement Parameter?
In this formula, Displacement Parameter uses Excursion Amplitude of Fluid Particles & Length Scale. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Displacement Parameter = Keulegan-Carpenter Number/(2*pi)
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