Mean Velocity at End Sections at (2) in Engineering Hydrology Formulas

Mean Velocity at End Sections at (2) is the time average of the velocity of a fluid at a fixed point, over a somewhat arbitrary time interval counted from fixed time. And is denoted by V₂. Mean Velocity at End Sections at (2) is usually measured using the Meter per Second for Speed. Note that the value of Mean Velocity at End Sections at (2) is always negative.

Engineering Hydrology formulas that make use of Mean Velocity at End Sections at (2)

fxHead loss in ReachGo

fxFrictional LossGo

fxEddy LossGo

fxEddy Loss for Non-uniform FlowGo

fxEddy Loss for Gradual Expansion Channel TransitionGo

fxEddy Loss for Gradual Contraction Channel TransitionGo

fxEddy Loss for Abrupt Expansion Channel TransitionGo

fxEddy Loss for Abrupt Contraction Channel TransitionGo

FAQ

What is the Mean Velocity at End Sections at (2)?

Mean Velocity at End Sections at (2) is the time average of the velocity of a fluid at a fixed point, over a somewhat arbitrary time interval counted from fixed time. Mean Velocity at End Sections at (2) is usually measured using the Meter per Second for Speed. Note that the value of Mean Velocity at End Sections at (2) is always negative.

Can the Mean Velocity at End Sections at (2) be negative?

Yes, the Mean Velocity at End Sections at (2), measured in Speed can be negative.

What unit is used to measure Mean Velocity at End Sections at (2)?

Mean Velocity at End Sections at (2) is usually measured using the Meter per Second[m/s] for Speed. Meter per Minute[m/s], Meter per Hour[m/s], Kilometer per Hour[m/s] are the few other units in which Mean Velocity at End Sections at (2) can be measured.

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