Givens: L = 1016.947 d = 0.338 f = 0.016
Answers: ( 1 ) 0.052 ( 2 ) 0.044 ( 3 ) 0.032 ( 4 )
0.06
Question: water flows at a discharge (π) in a finished concrete
channel of a rectangular cross section with width (π), depth (π¦),
and longitudinal slope (π0). Given the values of π¦ [m], π [m], and
π0 [-], calculate the discharge (π) in [Lit/s] assuming uniform
flow conditions.
Givens: y = 1.327 S0 = 0.000074 b = 4.019
Answers: ( 1 ) 4466.238 ( 2 ) 3292.573 ( 3 )
2716.066 ( 4 ) 4199.052
: Water dishcarges into the atmosphere from a tank of depth (h) through a pipe of length (L), diameter (d), and friction factor (f). Given the values of L [m], d [m], and (f), calculate the minimum tank depth (h) needed to maintain a turbulent flow in the pipe in (cm) (i.e., Re=4,000). Ignore all minor losses. h d 1
: Water dishcarges into the atmosphere from a tank of depth (h) through a pipe of length (L), diameter (d), and friction
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: Water dishcarges into the atmosphere from a tank of depth (h) through a pipe of length (L), diameter (d), and friction
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