Loss of Head at Entrance in Hydraulics and Waterworks Formulas

The Loss of Head at Entrance of a pipe is the loss that occurs when a liquid flows from a large tank into a pipe. And is denoted by h_i. Loss of Head at Entrance is usually measured using the Meter for Length. Note that the value of Loss of Head at Entrance is always positive.

Formulas to find Loss of Head at Entrance in Hydraulics and Waterworks

fxHead at Entrance given Discharge through ChannelGo

Hydraulics and Waterworks formulas that make use of Loss of Head at Entrance

fxDischarge Flow through ChannelGo

fxCoefficient of Discharge through Flume given Discharge Flow through ChannelGo

fxHead at Entrance of Section given Discharge Flow through ChannelGo

fxDischarge Flow through Rectangular ChannelGo

fxCoefficient of Discharge through Flume given Discharge Flow through Rectangular ChannelGo

List of variables in Hydraulics and Waterworks formulas

fx Discharge of Channel Go

fx Coefficient of Discharge Go

fx Cross Section Area 1 Go

fx Cross Section Area 2 Go

fx Loss of Head at Exit Go

FAQ

What is the Loss of Head at Entrance?

The Loss of Head at Entrance of a pipe is the loss that occurs when a liquid flows from a large tank into a pipe. Loss of Head at Entrance is usually measured using the Meter for Length. Note that the value of Loss of Head at Entrance is always positive.

Can the Loss of Head at Entrance be negative?

No, the Loss of Head at Entrance, measured in Length cannot be negative.

What unit is used to measure Loss of Head at Entrance?

Loss of Head at Entrance is usually measured using the Meter[m] for Length. Millimeter[m], Kilometer[m], Decimeter[m] are the few other units in which Loss of Head at Entrance can be measured.

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