HCF calculator

Velocity while Running Partially Full given Proportionate Discharge Calculator

Engineering Chemistry Financial Health More >>

↳

Civil Chemical Engineering Electrical Electronics More >>

⤿

Environmental Engineering Bridge and Suspension Cable Coastal and Ocean Engineering Columns More >>

⤿

Hydraulic Designs of Sewers and S. W. Drain Sections Conveyance of Water Design of a Chlorination System for Wastewater Disinfection Design of a Circular Settling Tank More >>

⤿

Hydraulic Characteristics of Circular Sewers Sections Design of Storm Water Drains Egg Shaped Sewers and Hydraulically Equivalent Sections Flow Velocity in Sewers and Drains More >>

⤿

Circular Sewer Section Running Partially Full Circular Sewer Section Running Full

✖Proportionate Discharge is the ratio of discharge while running partially full to running full.ⓘ Proportionate Discharge [P_q]			+10% -10%
✖Velocity while Running Full refers to the speed of fluid flow in a pipe when it's completely filled, influenced by pipe slope and roughness.ⓘ Velocity While Running Full [V]			+10% -10%
✖The Area of Running Full Sewers refers to the total cross-sectional area of the pipe when it is completely filled with fluid.ⓘ Area of Running Full Sewers [A]			+10% -10%
✖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 Partially Full Sewers [a]			+10% -10%

✖Velocity in a Partially Running Sewer is the speed of flow when the sewer isn't fully filled, influenced by depth and slope.ⓘ Velocity while Running Partially Full given Proportionate Discharge [V_s]

⎘ Copy

👎

Formula

✖

Velocity while Running Partially Full given Proportionate Discharge

Formula

V s = \frac{P q \cdot V \cdot A}{a}

Example

4.594803 m/s = \frac{0.538 \cdot 6.01 m/s \cdot 5.4 m²}{3.8 m²}

Calculator

LaTeX

Reset

👍

Download Circular Sewer Section Running Partially Full Formulas PDF PDF Image

Velocity while Running Partially Full given Proportionate Discharge Solution

STEP 0: Pre-Calculation Summary

Formula Used

Velocity in a Partially Running Sewer = (Proportionate Discharge*Velocity While Running Full*Area of Running Full Sewers)/Area of Partially Full Sewers
V_s = (P_q*V*A)/a
This formula uses 5 Variables

Variables Used

Velocity in a Partially Running Sewer - (Measured in Meter per Second) - Velocity in a Partially Running Sewer is the speed of flow when the sewer isn't fully filled, influenced by depth and slope.
Proportionate Discharge - Proportionate Discharge is the ratio of discharge while running partially full to running full.
Velocity While Running Full - (Measured in Meter per Second) - Velocity while Running Full refers to the speed of fluid flow in a pipe when it's completely filled, influenced by pipe slope and roughness.
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.
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.

STEP 1: Convert Input(s) to Base Unit

Proportionate Discharge: 0.538 --> No Conversion Required
Velocity While Running Full: 6.01 Meter per Second --> 6.01 Meter per Second No Conversion Required
Area of Running Full Sewers: 5.4 Square Meter --> 5.4 Square Meter No Conversion Required
Area of Partially Full Sewers: 3.8 Square Meter --> 3.8 Square Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

V_s = (P_q*V*A)/a --> (0.538*6.01*5.4)/3.8

Evaluating ... ...

V_s = 4.59480315789474

STEP 3: Convert Result to Output's Unit

4.59480315789474 Meter per Second --> No Conversion Required

FINAL ANSWER

4.59480315789474 ≈ 4.594803 Meter per Second <-- Velocity in a Partially Running Sewer

(Calculation completed in 00.004 seconds)

You are here -

Home » Engineering » Civil » Environmental Engineering » Hydraulic Designs of Sewers and S. W. Drain Sections » Hydraulic Characteristics of Circular Sewers Sections » Circular Sewer Section Running Partially Full » Velocity while Running Partially Full given Proportionate Discharge

Credits

Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

Suraj Kumar has created this Calculator and 2100+ more calculators!

Verified by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

Ishita Goyal has verified this Calculator and 2600+ more calculators!

< Circular Sewer Section Running Partially Full Calculators

Roughness Coefficient while Running Partially Full using Proportionate Velocity

Go Roughness Coefficient Partially Full = (Roughness Coefficient for Running Full/Proportionate Velocity)*(Hydraulic Mean Depth for Partially Full/Hydraulic Mean Depth while Running Full)^(2/3)

Hydraulic Mean Depth while Running Partially Full given Proportionate Hydraulic Mean Depth

Go Hydraulic Mean Depth for Partially Full = Hydraulic Mean Depth while Running Full*Proportionate Hydraulic Mean Depth

Velocity while Running Partially Full given Proportionate Velocity

Go Velocity in a Partially Running Sewer = Velocity While Running Full*Proportionate Velocity

Area of Cross-section while Running Partially Full given Proportionate Area

Go Area of Partially Full Sewers = Proportionate Area*Area of Running Full Sewers

Velocity while Running Partially Full given Proportionate Discharge Formula

Velocity in a Partially Running Sewer = (Proportionate Discharge*Velocity While Running Full*Area of Running Full Sewers)/Area of Partially Full Sewers
V_s = (P_q*V*A)/a

What is Proportionate Discharge?

Proportionate discharge for partially and fully running pipes is the ratio of the flow rate in a partially filled pipe to the flow rate when the pipe is fully filled. This ratio is essential for understanding and predicting the flow behavior under different filling conditions, helping to optimize the design and performance of piping systems, especially in sewers and drainage where pipes may not always run at full capacity. It aids in ensuring efficient operation and accurate flow management.

How to Calculate Velocity while Running Partially Full given Proportionate Discharge?

Velocity while Running Partially Full given Proportionate Discharge calculator uses Velocity in a Partially Running Sewer = (Proportionate Discharge*Velocity While Running Full*Area of Running Full Sewers)/Area of Partially Full Sewers to calculate the Velocity in a Partially Running Sewer, The Velocity while Running Partially Full given Proportionate Discharge is defined as the speed of flow when the sewer isn't fully filled, influenced by depth and slope. Velocity in a Partially Running Sewer is denoted by V_s symbol.

How to calculate Velocity while Running Partially Full given Proportionate Discharge using this online calculator? To use this online calculator for Velocity while Running Partially Full given Proportionate Discharge, enter Proportionate Discharge (P_q), Velocity While Running Full (V), Area of Running Full Sewers (A) & Area of Partially Full Sewers (a) and hit the calculate button. Here is how the Velocity while Running Partially Full given Proportionate Discharge calculation can be explained with given input values -> 4.54356 = (0.538*6.01*5.4)/3.8.

FAQ

What is Velocity while Running Partially Full given Proportionate Discharge?

The Velocity while Running Partially Full given Proportionate Discharge is defined as the speed of flow when the sewer isn't fully filled, influenced by depth and slope and is represented as V_s = (P_q*V*A)/a or Velocity in a Partially Running Sewer = (Proportionate Discharge*Velocity While Running Full*Area of Running Full Sewers)/Area of Partially Full Sewers. Proportionate Discharge is the ratio of discharge while running partially full to running full, Velocity while Running Full refers to the speed of fluid flow in a pipe when it's completely filled, influenced by pipe slope and roughness, The Area of Running Full Sewers refers to the total cross-sectional area of the pipe when it is completely filled with fluid & 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.

How to calculate Velocity while Running Partially Full given Proportionate Discharge?

The Velocity while Running Partially Full given Proportionate Discharge is defined as the speed of flow when the sewer isn't fully filled, influenced by depth and slope is calculated using Velocity in a Partially Running Sewer = (Proportionate Discharge*Velocity While Running Full*Area of Running Full Sewers)/Area of Partially Full Sewers. To calculate Velocity while Running Partially Full given Proportionate Discharge, you need Proportionate Discharge (P_q), Velocity While Running Full (V), Area of Running Full Sewers (A) & Area of Partially Full Sewers (a). With our tool, you need to enter the respective value for Proportionate Discharge, Velocity While Running Full, Area of Running Full Sewers & Area of Partially Full Sewers 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 Velocity in a Partially Running Sewer?

In this formula, Velocity in a Partially Running Sewer uses Proportionate Discharge, Velocity While Running Full, Area of Running Full Sewers & Area of Partially Full Sewers. We can use 2 other way(s) to calculate the same, which is/are as follows -

Velocity in a Partially Running Sewer = Velocity While Running Full*Proportionate Velocity
Velocity in a Partially Running Sewer = Discharge when Pipe is Running Partially Full/Area of Partially Full Sewers

Home

FREE PDFs

🔍 Search