Eddy Loss Calculator

✖Height above Datum at Section 1, the datum is a fixed starting point of a scale or operation.ⓘ Height above Datum at Section 1 [h₁]			+10% -10%
✖Height above Datum at Section 2, datum is a fixed starting point of a scale or operation.ⓘ Height above Datum at Section 2 [h₂]			+10% -10%
✖Mean Velocity at End Sections at (1) is denoted by V₁ symbol.ⓘ Mean Velocity at End Sections at (1) [V₁]			+10% -10%
✖Acceleration due to Gravity is acceleration gained by an object because of gravitational force.ⓘ Acceleration due to Gravity [g]			+10% -10%
✖Mean Velocity at End Sections at (2) is the time average of the velocity of a fluid at a fixed point, over a somewhat arbitrary time interval counted from fixed time.ⓘ Mean Velocity at End Sections at (2) [V₂]			+10% -10%
✖Frictional Loss is the loss of pressure or “head” that occurs in pipe or duct flow due to the effect of the fluid's viscosity near the surface of the pipe or duct.ⓘ Frictional Loss [h_f]			+10% -10%

✖Eddy Loss is the loss in fluid current whose flow direction differs from that of the general flow; the motion of the whole fluid is the net result of the movements of the eddies that compose it.ⓘ Eddy Loss [h_e]

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Eddy Loss Solution

STEP 0: Pre-Calculation Summary

Formula Used

Eddy Loss = (Height above Datum at Section 1-Height above Datum at Section 2)+(Mean Velocity at End Sections at (1)^2/(2*Acceleration due to Gravity)-Mean Velocity at End Sections at (2)^2/(2*Acceleration due to Gravity))-Frictional Loss
h_e = (h₁-h₂)+(V₁^2/(2*g)-V₂^2/(2*g))-h_f
This formula uses 7 Variables

Variables Used

Eddy Loss - Eddy Loss is the loss in fluid current whose flow direction differs from that of the general flow; the motion of the whole fluid is the net result of the movements of the eddies that compose it.
Height above Datum at Section 1 - (Measured in Meter) - Height above Datum at Section 1, the datum is a fixed starting point of a scale or operation.
Height above Datum at Section 2 - (Measured in Meter) - Height above Datum at Section 2, datum is a fixed starting point of a scale or operation.
Mean Velocity at End Sections at (1) - (Measured in Meter per Second) - Mean Velocity at End Sections at (1) is denoted by V₁ symbol.
Acceleration due to Gravity - (Measured in Meter per Square Second) - Acceleration due to Gravity is acceleration gained by an object because of gravitational force.
Mean Velocity at End Sections at (2) - (Measured in Meter per Second) - Mean Velocity at End Sections at (2) is the time average of the velocity of a fluid at a fixed point, over a somewhat arbitrary time interval counted from fixed time.
Frictional Loss - Frictional Loss is the loss of pressure or “head” that occurs in pipe or duct flow due to the effect of the fluid's viscosity near the surface of the pipe or duct.

STEP 1: Convert Input(s) to Base Unit

Height above Datum at Section 1: 50 Meter --> 50 Meter No Conversion Required
Height above Datum at Section 2: 20 Meter --> 20 Meter No Conversion Required
Mean Velocity at End Sections at (1): 10 Meter per Second --> 10 Meter per Second No Conversion Required
Acceleration due to Gravity: 9.8 Meter per Square Second --> 9.8 Meter per Square Second No Conversion Required
Mean Velocity at End Sections at (2): 9 Meter per Second --> 9 Meter per Second No Conversion Required
Frictional Loss: 15 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

h_e = (h₁-h₂)+(V₁^2/(2*g)-V₂^2/(2*g))-h_f --> (50-20)+(10^2/(2*9.8)-9^2/(2*9.8))-15

Evaluating ... ...

h_e = 15.969387755102

STEP 3: Convert Result to Output's Unit

15.969387755102 --> No Conversion Required

FINAL ANSWER

15.969387755102 ≈ 15.96939 <-- Eddy Loss

(Calculation completed in 00.020 seconds)

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< Slope Area Method Calculators

Head loss in Reach

LaTeX Go Head Loss in Reach = Static Heads at End Sections at (1)+Height above Channel Slope at 1+(Mean Velocity at End Sections at (1)^2/(2*Acceleration due to Gravity))-Static Head at End Sections at (2)-Height above Channel Slope at 2-Mean Velocity at End Sections at (2)^2/(2*Acceleration due to Gravity)

Frictional Loss

LaTeX Go Frictional Loss = (Height above Datum at Section 1-Height above Datum at Section 2)+(Mean Velocity at End Sections at (1)^2/(2*Acceleration due to Gravity)-Mean Velocity at End Sections at (2)^2/(2*Acceleration due to Gravity))-Eddy Loss

Eddy Loss

LaTeX Go Eddy Loss = (Height above Datum at Section 1-Height above Datum at Section 2)+(Mean Velocity at End Sections at (1)^2/(2*Acceleration due to Gravity)-Mean Velocity at End Sections at (2)^2/(2*Acceleration due to Gravity))-Frictional Loss

Eddy Loss Formula

LaTeX Go

What is Slope Area Method for Uniform Flow in Open Channel?

Slope Area Method for Uniform Flow in Open Channel discharge is computed on the basis of a uniform flow equation involving channel characteristics, water surface profile and a roughness coefficient. The drop in water surface profile for a uniform reach of channel represents losses caused by bed roughness.

What is the difference between Open Channel Flow and Closed Channel Flow?

The major difference is that the flow in a closed conduit is influenced by the pressure in the line whereas same in an open channel it is only by gravity. And in the case of closed conduit fluid does not come in contact with the atmosphere, whereas in open channel it is in touch with the atmosphere.

How to Calculate Eddy Loss?

Eddy Loss calculator uses Eddy Loss = (Height above Datum at Section 1-Height above Datum at Section 2)+(Mean Velocity at End Sections at (1)^2/(2*Acceleration due to Gravity)-Mean Velocity at End Sections at (2)^2/(2*Acceleration due to Gravity))-Frictional Loss to calculate the Eddy Loss, The Eddy Loss formula is defined as the resistance in the swirling of a fluid and the reverse current created when the fluid is in a turbulent flow regime. The moving fluid creates a space devoid of downstream-flowing fluid on the downstream side of the object. Eddy Loss is denoted by h_e symbol.

How to calculate Eddy Loss using this online calculator? To use this online calculator for Eddy Loss, enter Height above Datum at Section 1 (h₁), Height above Datum at Section 2 (h₂), Mean Velocity at End Sections at (1) (V₁), Acceleration due to Gravity (g), Mean Velocity at End Sections at (2) (V₂) & Frictional Loss (h_f) and hit the calculate button. Here is how the Eddy Loss calculation can be explained with given input values -> 15.96939 = (50-20)+(10^2/(2*9.8)-9^2/(2*9.8))-15.

FAQ

What is Eddy Loss?

The Eddy Loss formula is defined as the resistance in the swirling of a fluid and the reverse current created when the fluid is in a turbulent flow regime. The moving fluid creates a space devoid of downstream-flowing fluid on the downstream side of the object and is represented as h_e = (h₁-h₂)+(V₁^2/(2*g)-V₂^2/(2*g))-h_f or Eddy Loss = (Height above Datum at Section 1-Height above Datum at Section 2)+(Mean Velocity at End Sections at (1)^2/(2*Acceleration due to Gravity)-Mean Velocity at End Sections at (2)^2/(2*Acceleration due to Gravity))-Frictional Loss. Height above Datum at Section 1, the datum is a fixed starting point of a scale or operation, Height above Datum at Section 2, datum is a fixed starting point of a scale or operation, Mean Velocity at End Sections at (1) is denoted by V₁ symbol, Acceleration due to Gravity is acceleration gained by an object because of gravitational force, Mean Velocity at End Sections at (2) is the time average of the velocity of a fluid at a fixed point, over a somewhat arbitrary time interval counted from fixed time & Frictional Loss is the loss of pressure or “head” that occurs in pipe or duct flow due to the effect of the fluid's viscosity near the surface of the pipe or duct.

How to calculate Eddy Loss?

The Eddy Loss formula is defined as the resistance in the swirling of a fluid and the reverse current created when the fluid is in a turbulent flow regime. The moving fluid creates a space devoid of downstream-flowing fluid on the downstream side of the object is calculated using Eddy Loss = (Height above Datum at Section 1-Height above Datum at Section 2)+(Mean Velocity at End Sections at (1)^2/(2*Acceleration due to Gravity)-Mean Velocity at End Sections at (2)^2/(2*Acceleration due to Gravity))-Frictional Loss. To calculate Eddy Loss, you need Height above Datum at Section 1 (h₁), Height above Datum at Section 2 (h₂), Mean Velocity at End Sections at (1) (V₁), Acceleration due to Gravity (g), Mean Velocity at End Sections at (2) (V₂) & Frictional Loss (h_f). With our tool, you need to enter the respective value for Height above Datum at Section 1, Height above Datum at Section 2, Mean Velocity at End Sections at (1), Acceleration due to Gravity, Mean Velocity at End Sections at (2) & Frictional Loss and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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