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Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow Formula

GoSelf Cleansing Discharge given Hydraulic Mean Depth Ratio Formula

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Discharge when Pipe is Running Partially Full means water is flowing partially form the pipe. Check FAQs

q = Q \cdot ((\frac{N}{n p}) \cdot (\frac{a}{A}) \cdot {(\frac{r pf}{R rf})}^{\frac{1}{6}})

q - Discharge when Pipe is Running Partially Full?Q - Discharge when Pipe is Running Full?N - Roughness Coefficient for Running Full?n_p - Roughness Coefficient Partially Full?a - Area of Partially Full Sewers?A - Area of Running Full Sewers?r_pf - Hydraulic Mean Depth for Partially Full?R_rf - Hydraulic Mean Depth while Running Full?

Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow Example

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Here is how the Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow equation looks like with Values.

Here is how the Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow equation looks like with Units.

Here is how the Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow equation looks like.

17.3428 = 32.5 \cdot ((\frac{0.74}{0.9}) \cdot (\frac{3.8}{5.4}) \cdot {(\frac{3.2}{5.2})}^{\frac{1}{6}})

17.3428m³/s = 32.5m³/s \cdot ((\frac{0.74}{0.9}) \cdot (\frac{3.8m²}{5.4m²}) \cdot {(\frac{3.2m}{5.2m})}^{\frac{1}{6}})

17.3428 = 32.5 \cdot ((\frac{0.74}{0.9}) \cdot (\frac{3.8}{5.4}) \cdot {(\frac{3.2}{5.2})}^{\frac{1}{6}})

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Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow Solution

Follow our step by step solution on how to calculate Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow?

FIRST Step Consider the formula

q = Q \cdot ((\frac{N}{n p}) \cdot (\frac{a}{A}) \cdot {(\frac{r pf}{R rf})}^{\frac{1}{6}})

Next Step Substitute values of Variables

∴

q = 32.5m³/s \cdot ((\frac{0.74}{0.9}) \cdot (\frac{3.8m²}{5.4m²}) \cdot {(\frac{3.2m}{5.2m})}^{\frac{1}{6}})

Next Step Prepare to Evaluate

∴

q = 32.5 \cdot ((\frac{0.74}{0.9}) \cdot (\frac{3.8}{5.4}) \cdot {(\frac{3.2}{5.2})}^{\frac{1}{6}})

Next Step Evaluate

∴

q = 17.342838525391m³/s

LAST Step Rounding Answer

∴

q = 17.3428m³/s

Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow Formula Elements

Variables

Discharge when Pipe is Running Partially Full

Discharge when Pipe is Running Partially Full means water is flowing partially form the pipe.

Symbol: q

Measurement: Volumetric Flow RateUnit: m³/s

Note: Value should be greater than 0.

Formulas to find Discharge when Pipe is Running Partially Full

Discharge when Pipe is Running Full

Discharge when Pipe is Running Full means water is flowing through the whole cross-section of pipe.

Symbol: Q

Measurement: Volumetric Flow RateUnit: m³/s

Note: Value should be greater than 0.

Formulas to find Discharge when Pipe is Running Full

Roughness Coefficient for Running Full

The Roughness Coefficient for Running Full accounts for uniform surface resistance affecting flow velocity and friction loss.

Symbol: N

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Roughness Coefficient for Running Full

Roughness Coefficient Partially Full

Roughness Coefficient Partially Full means roughness coefficient of pipe while running partially full.

Symbol: n_p

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Roughness Coefficient Partially Full

Area of Partially Full Sewers

The Area of Partially Full Sewers refers to the cross-sectional flow area at a given water depth, crucial for hydraulic and flow rate calculations.

Symbol: a

Measurement: AreaUnit: m²

Note: Value should be greater than 0.

Formulas to find Area of Partially Full Sewers

Area of Running Full Sewers

The Area of Running Full Sewers refers to the total cross-sectional area of the pipe when it is completely filled with fluid.

Symbol: A

Measurement: AreaUnit: m²

Note: Value should be greater than 0.

Formulas to find Area of Running Full Sewers

Hydraulic Mean Depth for Partially Full

Hydraulic Mean Depth for Partially Full refers to the cross-sectional area of flow divided by the wetted perimeter, adapting to varying water levels.

Symbol: r_pf

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Hydraulic Mean Depth for Partially Full

Hydraulic Mean Depth while Running Full

Hydraulic Mean Depth while Running Full refers to the ratio of the pipe's full cross-sectional area to its full wetted perimeter.

Symbol: R_rf

Measurement: LengthUnit: m

Note: Value should be greater than 0.

Formulas to find Hydraulic Mean Depth while Running Full

Other Formulas to find Discharge when Pipe is Running Partially Full

Go Self Cleansing Discharge given Hydraulic Mean Depth Ratio

q = Q \cdot ((\frac{N}{n p}) \cdot (\frac{a}{A}) \cdot {(R)}^{\frac{1}{6}})

Other formulas in Discharge and Discharge Ratio through Circular Sewer category

Go Discharge Ratio given Hydraulic Mean Depth for Full Flow

qsQ ratio = (\frac{N}{n p}) \cdot (\frac{a}{A}) \cdot {(\frac{r pf}{R rf})}^{\frac{1}{6}}

Go Discharge of Full Flow given Hydraulic Mean Depth Ratio

Q = \frac{q}{(\frac{N}{n p}) \cdot (\frac{a}{A}) \cdot {(R)}^{\frac{1}{6}}}

How to Evaluate Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow?

Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow evaluator uses Discharge when Pipe is Running Partially Full = Discharge when Pipe is Running Full*((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Area of Partially Full Sewers/Area of Running Full Sewers)*(Hydraulic Mean Depth for Partially Full/Hydraulic Mean Depth while Running Full)^(1/6)) to evaluate the Discharge when Pipe is Running Partially Full, Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow defined as minimum discharge needed to prevent formation of separated dunes in pipes. Discharge when Pipe is Running Partially Full is denoted by q symbol.

How to evaluate Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow using this online evaluator? To use this online evaluator for Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow, enter Discharge when Pipe is Running Full (Q), Roughness Coefficient for Running Full (N), Roughness Coefficient Partially Full (n_p), Area of Partially Full Sewers (a), Area of Running Full Sewers (A), Hydraulic Mean Depth for Partially Full (r_pf) & Hydraulic Mean Depth while Running Full (R_rf) and hit the calculate button.

FAQs on Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow

What is the formula to find Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow?

The formula of Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow is expressed as Discharge when Pipe is Running Partially Full = Discharge when Pipe is Running Full*((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Area of Partially Full Sewers/Area of Running Full Sewers)*(Hydraulic Mean Depth for Partially Full/Hydraulic Mean Depth while Running Full)^(1/6)). Here is an example- 17.34284 = 32.5*((0.74/0.9)*(3.8/5.4)*(3.2/5.2)^(1/6)).

How to calculate Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow?

With Discharge when Pipe is Running Full (Q), Roughness Coefficient for Running Full (N), Roughness Coefficient Partially Full (n_p), Area of Partially Full Sewers (a), Area of Running Full Sewers (A), Hydraulic Mean Depth for Partially Full (r_pf) & Hydraulic Mean Depth while Running Full (R_rf) we can find Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow using the formula - Discharge when Pipe is Running Partially Full = Discharge when Pipe is Running Full*((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Area of Partially Full Sewers/Area of Running Full Sewers)*(Hydraulic Mean Depth for Partially Full/Hydraulic Mean Depth while Running Full)^(1/6)).

What are the other ways to Calculate Discharge when Pipe is Running Partially Full?

Here are the different ways to Calculate Discharge when Pipe is Running Partially Full-

Discharge when Pipe is Running Partially Full=Discharge when Pipe is Running Full*((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Area of Partially Full Sewers/Area of Running Full Sewers)*(Hydraulic Mean Depth Ratio)^(1/6))

Can the Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow be negative?

No, the Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow, measured in Volumetric Flow Rate cannot be negative.

Which unit is used to measure Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow?

Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow is usually measured using the Cubic Meter per Second[m³/s] for Volumetric Flow Rate. Cubic Meter per Day[m³/s], Cubic Meter per Hour[m³/s], Cubic Meter per Minute[m³/s] are the few other units in which Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow can be measured.

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Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow Formula

​GoSelf Cleansing Discharge given Hydraulic Mean Depth Ratio Formula

Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow Example

Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow Solution

Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow Formula Elements

Other Formulas to find Discharge when Pipe is Running Partially Full

Other formulas in Discharge and Discharge Ratio through Circular Sewer category

How to Evaluate Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow?

FAQs on Self Cleansing Discharge given Hydraulic Mean Depth for Full Flow

Variable Name

GoSelf Cleansing Discharge given Hydraulic Mean Depth Ratio Formula