Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam Calculator

✖Quantity of Seepage is the movement of water in soils or the ground.ⓘ Quantity of Seepage [Q]			+10% -10%
✖Equipotential Lines is defined as the number of lines with same potential drop.ⓘ Equipotential Lines [N]			+10% -10%
✖The Loss of head due to sudden enlargement turbulent eddies are formed at the corner of the enlargement of the pipe section.ⓘ Loss of Head [H_L]			+10% -10%
✖The Coefficient of Permeability of Soil describes how easily a liquid will move through the soil.ⓘ Coefficient of Permeability of Soil [k]			+10% -10%
✖Length of Dam is the measurement or extent of something from end to end.ⓘ Length of Dam [L]			+10% -10%

✖The Number of Beds is defined as the number of beds between each of the same potential drops.ⓘ Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam [B]

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Formula

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Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam

Formula

`"B" = ("Q"*"N")/("H"_{"L"}*"k"*"L")`

Example

`"1.919192"=("0.95m³/s"*"4")/("6.6m"*"10cm/s"*"3m")`

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Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam Solution

STEP 0: Pre-Calculation Summary

Formula Used

Number of Beds = (Quantity of Seepage*Equipotential Lines)/(Loss of Head*Coefficient of Permeability of Soil*Length of Dam)
B = (Q*N)/(H_L*k*L)
This formula uses 6 Variables

Variables Used

Number of Beds - The Number of Beds is defined as the number of beds between each of the same potential drops.
Quantity of Seepage - (Measured in Cubic Meter per Second) - Quantity of Seepage is the movement of water in soils or the ground.
Equipotential Lines - Equipotential Lines is defined as the number of lines with same potential drop.
Loss of Head - (Measured in Meter) - The Loss of head due to sudden enlargement turbulent eddies are formed at the corner of the enlargement of the pipe section.
Coefficient of Permeability of Soil - (Measured in Meter per Second) - The Coefficient of Permeability of Soil describes how easily a liquid will move through the soil.
Length of Dam - (Measured in Meter) - Length of Dam is the measurement or extent of something from end to end.

STEP 1: Convert Input(s) to Base Unit

Quantity of Seepage: 0.95 Cubic Meter per Second --> 0.95 Cubic Meter per Second No Conversion Required
Equipotential Lines: 4 --> No Conversion Required
Loss of Head: 6.6 Meter --> 6.6 Meter No Conversion Required
Coefficient of Permeability of Soil: 10 Centimeter per Second --> 0.1 Meter per Second (Check conversion here)
Length of Dam: 3 Meter --> 3 Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

B = (Q*N)/(H_L*k*L) --> (0.95*4)/(6.6*0.1*3)

Evaluating ... ...

B = 1.91919191919192

STEP 3: Convert Result to Output's Unit

1.91919191919192 --> No Conversion Required

FINAL ANSWER

1.91919191919192 ≈ 1.919192 <-- Number of Beds

(Calculation completed in 00.004 seconds)

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< 6 Quantity of seepage Calculators

Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam

Go Loss of Head = (Quantity of Seepage*Equipotential Lines)/(Number of Beds*Coefficient of Permeability of Soil*Length of Dam)

Length of Dam to which Flow Net applies given Quantity of Seepage in Length of Dam

Go Length of Dam = (Quantity of Seepage*Equipotential Lines)/(Number of Beds*Loss of Head*Coefficient of Permeability of Soil)

Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam

Go Number of Beds = (Quantity of Seepage*Equipotential Lines)/(Loss of Head*Coefficient of Permeability of Soil*Length of Dam)

Number of Equipotential Drops of Net given Quantity of Seepage in Length of Dam

Go Equipotential Lines = (Coefficient of Permeability of Soil*Number of Beds*Loss of Head*Length of Dam)/Quantity of Seepage

Quantity of Seepage in Length of Dam under Consideration

Go Quantity of Seepage = (Coefficient of Permeability of Soil*Number of Beds*Loss of Head*Length of Dam)/Equipotential Lines

Seepage Discharge in Earth Dam

Go Seepage Discharge = Coefficient of Permeability of Soil*Hydraulic Gradient to Head Loss*Cross-Sectional Area of Base*Time Taken to Travel

Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam Formula

Number of Beds = (Quantity of Seepage*Equipotential Lines)/(Loss of Head*Coefficient of Permeability of Soil*Length of Dam)
B = (Q*N)/(H_L*k*L)

What is Darcy Law?

Darcy's law is an equation that describes the flow of a fluid through a porous medium. The law was formulated by Henry Darcy based on results of experiments .

How to Calculate Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam?

Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam calculator uses Number of Beds = (Quantity of Seepage*Equipotential Lines)/(Loss of Head*Coefficient of Permeability of Soil*Length of Dam) to calculate the Number of Beds, Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam formula is defined as channels under which potential has changed. Number of Beds is denoted by B symbol.

How to calculate Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam using this online calculator? To use this online calculator for Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam, enter Quantity of Seepage (Q), Equipotential Lines (N), Loss of Head (H_L), Coefficient of Permeability of Soil (k) & Length of Dam (L) and hit the calculate button. Here is how the Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam calculation can be explained with given input values -> 1.919192 = (0.95*4)/(6.6*0.1*3).

FAQ

What is Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam?

Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam formula is defined as channels under which potential has changed and is represented as B = (Q*N)/(H_L*k*L) or Number of Beds = (Quantity of Seepage*Equipotential Lines)/(Loss of Head*Coefficient of Permeability of Soil*Length of Dam). Quantity of Seepage is the movement of water in soils or the ground, Equipotential Lines is defined as the number of lines with same potential drop, The Loss of head due to sudden enlargement turbulent eddies are formed at the corner of the enlargement of the pipe section, The Coefficient of Permeability of Soil describes how easily a liquid will move through the soil & Length of Dam is the measurement or extent of something from end to end.

How to calculate Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam?

Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam formula is defined as channels under which potential has changed is calculated using Number of Beds = (Quantity of Seepage*Equipotential Lines)/(Loss of Head*Coefficient of Permeability of Soil*Length of Dam). To calculate Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam, you need Quantity of Seepage (Q), Equipotential Lines (N), Loss of Head (H_L), Coefficient of Permeability of Soil (k) & Length of Dam (L). With our tool, you need to enter the respective value for Quantity of Seepage, Equipotential Lines, Loss of Head, Coefficient of Permeability of Soil & Length of Dam 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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