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

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The Loss of head due to sudden enlargement turbulent eddies are formed at the corner of the enlargement of the pipe section. Check FAQs
HL=QNBkL
HL - Loss of Head?Q - Quantity of Seepage?N - Equipotential Lines?B - Number of Beds?k - Coefficient of Permeability of Soil?L - Length of Dam?

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

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Here is how the Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam equation looks like with Values.

Here is how the Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam equation looks like with Units.

Here is how the Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam equation looks like.

6.3333Edit=0.95Edit4Edit2Edit10Edit3Edit
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Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam Solution

Follow our step by step solution on how to calculate Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam?

FIRST Step Consider the formula
HL=QNBkL
Next Step Substitute values of Variables
HL=0.95m³/s4210cm/s3m
Next Step Convert Units
HL=0.95m³/s420.1m/s3m
Next Step Prepare to Evaluate
HL=0.95420.13
Next Step Evaluate
HL=6.33333333333333m
LAST Step Rounding Answer
HL=6.3333m

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

Variables
Loss of Head
The Loss of head due to sudden enlargement turbulent eddies are formed at the corner of the enlargement of the pipe section.
Symbol: HL
Measurement: LengthUnit: m
Note: Value can be positive or negative.
Quantity of Seepage
Quantity of Seepage is the movement of water in soils or the ground.
Symbol: Q
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value can be positive or negative.
Equipotential Lines
Equipotential Lines is defined as the number of lines with same potential drop.
Symbol: N
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Number of Beds
The Number of Beds is defined as the number of beds between each of the same potential drops.
Symbol: B
Measurement: NAUnit: Unitless
Note: Value can be positive or negative.
Coefficient of Permeability of Soil
The Coefficient of Permeability of Soil describes how easily a liquid will move through the soil.
Symbol: k
Measurement: SpeedUnit: cm/s
Note: Value should be greater than 0.
Length of Dam
Length of Dam is the measurement or extent of something from end to end.
Symbol: L
Measurement: LengthUnit: m
Note: Value should be greater than 0.

Other formulas in Quantity of seepage category

​Go Seepage Discharge in Earth Dam
Qs=kiAcst
​Go Quantity of Seepage in Length of Dam under Consideration
Q=kBHLLN
​Go Length of Dam to which Flow Net applies given Quantity of Seepage in Length of Dam
L=QNBHLk
​Go Number of Flow Channels of Net Water given Quantity of Seepage in Length of Dam
B=QNHLkL

How to Evaluate Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam?

Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam evaluator uses Loss of Head = (Quantity of Seepage*Equipotential Lines)/(Number of Beds*Coefficient of Permeability of Soil*Length of Dam) to evaluate the Loss of Head, Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam formula is defined as amount of water present at one end. Loss of Head is denoted by HL symbol.

How to evaluate Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam using this online evaluator? To use this online evaluator for Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam, enter Quantity of Seepage (Q), Equipotential Lines (N), Number of Beds (B), Coefficient of Permeability of Soil (k) & Length of Dam (L) and hit the calculate button.

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

What is the formula to find Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam?
The formula of Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam is expressed as Loss of Head = (Quantity of Seepage*Equipotential Lines)/(Number of Beds*Coefficient of Permeability of Soil*Length of Dam). Here is an example- 6.333333 = (0.95*4)/(2*0.1*3).
How to calculate Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam?
With Quantity of Seepage (Q), Equipotential Lines (N), Number of Beds (B), Coefficient of Permeability of Soil (k) & Length of Dam (L) we can find Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam using the formula - Loss of Head = (Quantity of Seepage*Equipotential Lines)/(Number of Beds*Coefficient of Permeability of Soil*Length of Dam).
Can the Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam be negative?
Yes, the Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam, measured in Length can be negative.
Which unit is used to measure Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam?
Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam is usually measured using the Meter[m] for Length. Millimeter[m], Kilometer[m], Decimeter[m] are the few other units in which Head difference between Headwater and Tail Water given Quantity of Seepage in Length of Dam can be measured.
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