Width of Channel given Velocity Approach Solution

STEP 0: Pre-Calculation Summary
Formula Used
Width of Channel1 = Discharge by Approach Velocity/(Velocity of Flow 1*Depth of Flow)
b = Q'/(v*df)
This formula uses 4 Variables
Variables Used
Width of Channel1 - (Measured in Meter) - Width of Channel1 is the width of Notch and weir.
Discharge by Approach Velocity - (Measured in Cubic Meter per Second) - Discharge by Approach Velocity is the volumetric flow rate (in m 3 /h or ft 3 /h) of water transported through a given cross-sectional area.
Velocity of Flow 1 - (Measured in Meter per Second) - Velocity of Flow 1 is the flow of water over the channel.
Depth of Flow - (Measured in Meter) - Depth of Flow is the distance from the top or surface of the flow to the bottom of a channel or other waterway or Depth of Flow at the Vertical while measuring Sound Weights.
STEP 1: Convert Input(s) to Base Unit
Discharge by Approach Velocity: 153 Cubic Meter per Second --> 153 Cubic Meter per Second No Conversion Required
Velocity of Flow 1: 15.1 Meter per Second --> 15.1 Meter per Second No Conversion Required
Depth of Flow: 3.3 Meter --> 3.3 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
b = Q'/(v*df) --> 153/(15.1*3.3)
Evaluating ... ...
b = 3.07043949428055
STEP 3: Convert Result to Output's Unit
3.07043949428055 Meter --> No Conversion Required
FINAL ANSWER
3.07043949428055 3.070439 Meter <-- Width of Channel1
(Calculation completed in 00.004 seconds)

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Flow Over Rectangular Sharp Crested Weir or Notch Calculators

Coefficient of Discharge given Discharge if Velocity considered
​ LaTeX ​ Go Coefficient of Discharge = (Francis Discharge*3)/(2*(sqrt(2*Acceleration due to Gravity))*(Length of Weir Crest-0.1*Number of End Contraction*Still Water Head)*(Still Water Head^(3/2)-Velocity Head^(3/2)))
Coefficient of Discharge given Discharge if Velocity not considered
​ LaTeX ​ Go Coefficient of Discharge = (Francis Discharge*3)/(2*(sqrt(2*Acceleration due to Gravity))*(Length of Weir Crest-0.1*Number of End Contraction*Height of Water above Crest of Weir)*Height of Water above Crest of Weir^(3/2))
Coefficient of Discharge given Discharge Passing over Weir considering Velocity
​ LaTeX ​ Go Coefficient of Discharge = (Francis Discharge with Suppressed End*3)/(2*(sqrt(2*Acceleration due to Gravity))*Length of Weir Crest*((Height of Water above Crest of Weir+Velocity Head)^(3/2)-Velocity Head^(3/2)))
Coefficient of Discharge given Discharge over Weir without considering Velocity
​ LaTeX ​ Go Coefficient of Discharge = (Francis Discharge with Suppressed End*3)/(2*(sqrt(2*Acceleration due to Gravity))*Length of Weir Crest*Height of Water above Crest of Weir^(3/2))

Width of Channel given Velocity Approach Formula

​LaTeX ​Go
Width of Channel1 = Discharge by Approach Velocity/(Velocity of Flow 1*Depth of Flow)
b = Q'/(v*df)

What is Discharge?

In hydrology, discharge is the volumetric flow rate of water that is transported through a given cross-sectional area.

How to Calculate Width of Channel given Velocity Approach?

Width of Channel given Velocity Approach calculator uses Width of Channel1 = Discharge by Approach Velocity/(Velocity of Flow 1*Depth of Flow) to calculate the Width of Channel1, Width of Channel given Velocity Approach can be described as measuring the channel in length along with width. Width of Channel1 is denoted by b symbol.

How to calculate Width of Channel given Velocity Approach using this online calculator? To use this online calculator for Width of Channel given Velocity Approach, enter Discharge by Approach Velocity (Q'), Velocity of Flow 1 (v) & Depth of Flow (df) and hit the calculate button. Here is how the Width of Channel given Velocity Approach calculation can be explained with given input values -> 3.070439 = 153/(15.1*3.3).

FAQ

What is Width of Channel given Velocity Approach?
Width of Channel given Velocity Approach can be described as measuring the channel in length along with width and is represented as b = Q'/(v*df) or Width of Channel1 = Discharge by Approach Velocity/(Velocity of Flow 1*Depth of Flow). Discharge by Approach Velocity is the volumetric flow rate (in m 3 /h or ft 3 /h) of water transported through a given cross-sectional area, Velocity of Flow 1 is the flow of water over the channel & Depth of Flow is the distance from the top or surface of the flow to the bottom of a channel or other waterway or Depth of Flow at the Vertical while measuring Sound Weights.
How to calculate Width of Channel given Velocity Approach?
Width of Channel given Velocity Approach can be described as measuring the channel in length along with width is calculated using Width of Channel1 = Discharge by Approach Velocity/(Velocity of Flow 1*Depth of Flow). To calculate Width of Channel given Velocity Approach, you need Discharge by Approach Velocity (Q'), Velocity of Flow 1 (v) & Depth of Flow (df). With our tool, you need to enter the respective value for Discharge by Approach Velocity, Velocity of Flow 1 & Depth of Flow and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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