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The Volume Flow Rate refers to the volume of fluid that passes per unit of time. Check FAQs
Q=3.32Lweir0.83h1.67
Q - Volume Flow Rate?Lweir - Length of Weir?h - Depth of Flow Over Weir?

Flow Diversion for Side Weir Example

With values
With units
Only example

Here is how the Flow Diversion for Side Weir equation looks like with Values.

Here is how the Flow Diversion for Side Weir equation looks like with Units.

Here is how the Flow Diversion for Side Weir equation looks like.

1.4968Edit=3.320.6Edit0.830.8Edit1.67
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Flow Diversion for Side Weir Solution

Follow our step by step solution on how to calculate Flow Diversion for Side Weir?

FIRST Step Consider the formula
Q=3.32Lweir0.83h1.67
Next Step Substitute values of Variables
Q=3.320.6m0.830.8m1.67
Next Step Prepare to Evaluate
Q=3.320.60.830.81.67
Next Step Evaluate
Q=1.49680043187199m³/s
LAST Step Rounding Answer
Q=1.4968m³/s

Flow Diversion for Side Weir Formula Elements

Variables
Volume Flow Rate
The Volume Flow Rate refers to the volume of fluid that passes per unit of time.
Symbol: Q
Measurement: Volumetric Flow RateUnit: m³/s
Note: Value should be greater than 0.
Length of Weir
The Length of Weir refers to the physical length of a weir structure used in water management and control systems.
Symbol: Lweir
Measurement: LengthUnit: m
Note: Value should be greater than 0.
Depth of Flow Over Weir
The Depth of Flow Over Weir refers to the total depth of flow over the weir at down-stream end.
Symbol: h
Measurement: LengthUnit: m
Note: Value should be greater than 0.

Other Formulas to find Volume Flow Rate

​Go Discharge given Area for Siphon Throat
Q=AsCd(2gH)12

Other formulas in Controlling Sewer Water Flow category

​Go Area for Siphon Throat
Asiphon=QCd(2gH)12
​Go Coefficient of Discharge given Area for Siphon Throat
Cd'=QAs(2gH)12
​Go Head given Area for Siphon Throat
H=(QAsCd)2(12g)
​Go Depth of Flow over Weir given Flow Diversion
h=(Q3.32(Lweir)0.83)11.67

How to Evaluate Flow Diversion for Side Weir?

Flow Diversion for Side Weir evaluator uses Volume Flow Rate = 3.32*Length of Weir^(0.83)*Depth of Flow Over Weir^(1.67) to evaluate the Volume Flow Rate, The Flow diversion for side weir is defined as the flow which takes place in a diversion weir. A diversion weir is a low obstruction that is built across a river or canal to raise the water level, or in parallel to divert the water. Volume Flow Rate is denoted by Q symbol.

How to evaluate Flow Diversion for Side Weir using this online evaluator? To use this online evaluator for Flow Diversion for Side Weir, enter Length of Weir (Lweir) & Depth of Flow Over Weir (h) and hit the calculate button.

FAQs on Flow Diversion for Side Weir

What is the formula to find Flow Diversion for Side Weir?
The formula of Flow Diversion for Side Weir is expressed as Volume Flow Rate = 3.32*Length of Weir^(0.83)*Depth of Flow Over Weir^(1.67). Here is an example- 1.4968 = 3.32*0.6^(0.83)*0.8^(1.67).
How to calculate Flow Diversion for Side Weir?
With Length of Weir (Lweir) & Depth of Flow Over Weir (h) we can find Flow Diversion for Side Weir using the formula - Volume Flow Rate = 3.32*Length of Weir^(0.83)*Depth of Flow Over Weir^(1.67).
What are the other ways to Calculate Volume Flow Rate?
Here are the different ways to Calculate Volume Flow Rate-
  • Volume Flow Rate=Area for Siphon Throat*Coefficient of Discharge*(2*Acceleration due to Gravity*Head of Liquid)^(1/2)OpenImg
Can the Flow Diversion for Side Weir be negative?
No, the Flow Diversion for Side Weir, measured in Volumetric Flow Rate cannot be negative.
Which unit is used to measure Flow Diversion for Side Weir?
Flow Diversion for Side Weir 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 Flow Diversion for Side Weir can be measured.
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