A rectangular open channel (concrete n=0.012) has a slope of 0.12 ft/ft, and a cross sectional area of 120 square feet. The water is 50 deg F, with a density of 1.94 slugs/ft3, and a dynamic viscosity of 2.73 x 10-5 lbf-s/ft2. If the water surface has 1.0 foot of free board at peak flow of 870.0 cubic feet per second, is the flow laminar or turbulent? (prove with calculations).
Ans) Given,
Manning roughness coefficient(N) = 0.012
Slope(S) = 0.12 ft/ft
Cross sectional area(A) = 120 sqft
Density of water() = 1.94 slugs/ft3 or 62.4 lb/ft3
Peak flow(Q) = 870 cu.ft/sec
We know,
Q = (1.49A/N) R2/3 S1/2
where, R = Hydraulic mean depth
Putting values,
870 = (1.49x120/0.012) R2/3 (0.12)0.5
870 = 5161.51 R2/3
R = 0.07 ft
To determine whether the flow is Laminar or Turbulent we have to calculate Reynold number (Re),
Re = RV/
where, V = velocity of fluid
= dynamic viscosity of fluid (2.73 x 10-5 lbf-s/ft2)
V = Q/A
= 870/120
= 7.25 ft/s
Re = 62.4 x 7.25 x 0.07 / (2.73 x 10-5)
Re = 1160000 > 2000
Since Reynold number of flow is greater then 2000, flow is turbulent
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