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Hydraulics and Waterworks
Number of End Contraction in Flow Over Notches and Weirs Formulas
Number of End Contraction 1 can be described as the end contractions acting on a channel. And is denoted by n.
Flow Over Notches and Weirs formulas that make use of Number of End Contraction
f
x
Coefficient of Discharge given Discharge if Velocity not considered
Go
f
x
Coefficient of Discharge given Discharge if Velocity considered
Go
f
x
Francis Formula for Discharge for Rectangular Notch if Velocity not considered
Go
f
x
Francis Formula for Discharge for Rectangular Notch if Velocity is considered
Go
f
x
Discharge considering Approach Velocity
Go
f
x
Discharge for Notch which is to be Calibrated
Go
f
x
Head given Discharge through Notch which is to be Calibrated
Go
f
x
Length of Crest without considering Velocity
Go
f
x
Length of Crest considering Velocity
Go
f
x
Length of Crest when Francis Formula Discharge and Velocity is not considered
Go
f
x
Length of Crest when Francis Formula Discharge and Velocity is considered
Go
f
x
Time Required to Lower Liquid Surface using Francis Formula
Go
f
x
Length of Crest given Time Required to Lower Liquid Surface using Francis Formula
Go
f
x
Head given Time Required to Lower Liquid Surface using Francis Formula
Go
FAQ
What is the Number of End Contraction?
Number of End Contraction 1 can be described as the end contractions acting on a channel.
Can the Number of End Contraction be negative?
{YesorNo}, the Number of End Contraction, measured in {OutputVariableMeasurementName} {CanorCannot} be negative.
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