Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio Solution

STEP 0: Pre-Calculation Summary
Formula Used
Area of Partially Full Sewers = Area of Running Full Sewers*(Discharge Ratio/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth Ratio)^(1/6)))
a = A*(qsQratio/((N/np)*(R)^(1/6)))
This formula uses 6 Variables
Variables Used
Area of Partially Full Sewers - (Measured in Square Meter) - 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.
Area of Running Full Sewers - (Measured in Square Meter) - The Area of Running Full Sewers refers to the total cross-sectional area of the pipe when it is completely filled with fluid.
Discharge Ratio - Discharge Ratio is the ratio of discharge at partial flow to discharge at full flow.
Roughness Coefficient for Running Full - The Roughness Coefficient for Running Full accounts for uniform surface resistance affecting flow velocity and friction loss.
Roughness Coefficient Partially Full - Roughness Coefficient Partially Full means roughness coefficient of pipe while running partially full.
Hydraulic Mean Depth Ratio - The Hydraulic Mean Depth Ratio refers to the ratio of the hydraulic mean depth for a partially full pipe to that when it's running full.
STEP 1: Convert Input(s) to Base Unit
Area of Running Full Sewers: 5.4 Square Meter --> 5.4 Square Meter No Conversion Required
Discharge Ratio: 0.532 --> No Conversion Required
Roughness Coefficient for Running Full: 0.74 --> No Conversion Required
Roughness Coefficient Partially Full: 0.9 --> No Conversion Required
Hydraulic Mean Depth Ratio: 0.61 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
a = A*(qsQratio/((N/np)*(R)^(1/6))) --> 5.4*(0.532/((0.74/0.9)*(0.61)^(1/6)))
Evaluating ... ...
a = 3.79397567995167
STEP 3: Convert Result to Output's Unit
3.79397567995167 Square Meter --> No Conversion Required
FINAL ANSWER
3.79397567995167 3.793976 Square Meter <-- Area of Partially Full Sewers
(Calculation completed in 00.020 seconds)

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Area of Cross Section of Circular Sewer Calculators

Area of Cross-Section for Partial Flow given Hydraulic Mean Depth Ratio
​ LaTeX ​ Go Area of Partially Full Sewers = Area of Running Full Sewers*((Discharge when Pipe is Running Partially Full/Discharge when Pipe is Running Full)/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth Ratio)^(1/6)))
Area of Cross-Section for Full Flow given Hydraulic Mean Depth Ratio
​ LaTeX ​ Go Area of Running Full Sewers = Area of Partially Full Sewers/((Discharge when Pipe is Running Partially Full/Discharge when Pipe is Running Full)/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth Ratio)^(1/6)))
Area of Cross-section for Full Flow given Discharge Ratio
​ LaTeX ​ Go Area of Running Full Sewers = Area of Partially Full Sewers/(Discharge Ratio/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth for Partially Full/Hydraulic Mean Depth while Running Full)^(1/6)))
Area of Cross-section for Full Flow given Hydraulic Mean Depth and Discharge Ratio
​ LaTeX ​ Go Area of Running Full Sewers = Area of Partially Full Sewers/(Discharge Ratio/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth Ratio)^(1/6)))

Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio Formula

​LaTeX ​Go
Area of Partially Full Sewers = Area of Running Full Sewers*(Discharge Ratio/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth Ratio)^(1/6)))
a = A*(qsQratio/((N/np)*(R)^(1/6)))

What is Discharge Ratio?

The Discharge Ratio is the comparison of the flow rate (discharge) in a partially full pipe to that in a fully running pipe. It helps in understanding the efficiency and capacity of the pipe under different flow conditions, often influenced by factors like slope, roughness, and hydraulic mean depth. The ratio is crucial for designing and analyzing sewer systems to ensure optimal performance under varying load conditions.

How to Calculate Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio?

Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio calculator uses Area of Partially Full Sewers = Area of Running Full Sewers*(Discharge Ratio/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth Ratio)^(1/6))) to calculate the Area of Partially Full Sewers, Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio is defined as the cross-sectional area occupied by the flow, depending on the depth of water in the sewer. Area of Partially Full Sewers is denoted by a symbol.

How to calculate Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio using this online calculator? To use this online calculator for Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio, enter Area of Running Full Sewers (A), Discharge Ratio (qsQratio), Roughness Coefficient for Running Full (N), Roughness Coefficient Partially Full (np) & Hydraulic Mean Depth Ratio (R) and hit the calculate button. Here is how the Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio calculation can be explained with given input values -> 2.107764 = area_while_running_full*(0.532/((0.74/0.9)*(0.61)^(1/6))).

FAQ

What is Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio?
Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio is defined as the cross-sectional area occupied by the flow, depending on the depth of water in the sewer and is represented as a = A*(qsQratio/((N/np)*(R)^(1/6))) or Area of Partially Full Sewers = Area of Running Full Sewers*(Discharge Ratio/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth Ratio)^(1/6))). The Area of Running Full Sewers refers to the total cross-sectional area of the pipe when it is completely filled with fluid, Discharge Ratio is the ratio of discharge at partial flow to discharge at full flow, The Roughness Coefficient for Running Full accounts for uniform surface resistance affecting flow velocity and friction loss, Roughness Coefficient Partially Full means roughness coefficient of pipe while running partially full & The Hydraulic Mean Depth Ratio refers to the ratio of the hydraulic mean depth for a partially full pipe to that when it's running full.
How to calculate Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio?
Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio is defined as the cross-sectional area occupied by the flow, depending on the depth of water in the sewer is calculated using Area of Partially Full Sewers = Area of Running Full Sewers*(Discharge Ratio/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth Ratio)^(1/6))). To calculate Area of Cross-section for Partial Flow given Hydraulic Mean Depth and Discharge Ratio, you need Area of Running Full Sewers (A), Discharge Ratio (qsQratio), Roughness Coefficient for Running Full (N), Roughness Coefficient Partially Full (np) & Hydraulic Mean Depth Ratio (R). With our tool, you need to enter the respective value for Area of Running Full Sewers, Discharge Ratio, Roughness Coefficient for Running Full, Roughness Coefficient Partially Full & Hydraulic Mean Depth Ratio 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 Area of Partially Full Sewers?
In this formula, Area of Partially Full Sewers uses Area of Running Full Sewers, Discharge Ratio, Roughness Coefficient for Running Full, Roughness Coefficient Partially Full & Hydraulic Mean Depth Ratio. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Area of Partially Full Sewers = Area of Running Full Sewers*((Discharge when Pipe is Running Partially Full/Discharge when Pipe is Running Full)/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth Ratio)^(1/6)))
  • Area of Partially Full Sewers = Area of Running Full Sewers*(Discharge Ratio/((Roughness Coefficient for Running Full/Roughness Coefficient Partially Full)*(Hydraulic Mean Depth for Partially Full/Hydraulic Mean Depth while Running Full)^(1/6)))
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