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Mean Depth Design Equations Formulas Calculator
Open Channel Flow - Fluid Mechanics - Hydraulics


Solving for top water surface width.

top water surface width


Inputs:
area of sectin flow (A) 
mean depth (hm


Conversions:
area of sectin flow (A) = 0    = 0  meter^2
mean depth (hm) = 0    = 0  meter


Solution:
top water surface width (T)  =  HAS NOT BEEN CALCULATED 


Other Units:


Change Equation
Select an equation to solve for a different unknown

hydraulic radius
hydraulic radius hydraulic radius
area of section flow area of section flow
wetted perimeter wetted perimeter
hydraulic radius of a pipe hydraulic radius of a pipe

mean depth
mean depth mean depth
area of section flow area of section flow
top water surface width top water surface width

Froude number
Froude number Froude number
flow velocity flow velocity
acceleration of gravity acceleration of gravity
mean depth mean depth




References - Books:

U.S. Department of the Interior Bureau of Reclamation. Water Resources Research Laboratory: Water Measurement Manual. Washington DC, 2001.
Lindeburg, Michael R. 1992. Engineer In Training Reference Manual. Professional Publication, Inc. 8th Edition.





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