rectangular open channel 5m wide carrying a flow of 8 m3/s. Slope of the channel bed is 0.00652. Hydraulic jump occurs in the downstream part of a channel and produced a sequent depth of 2.5m. use n=0.015.
a. Determine the depth before the jump in
F2=Q2TgA3=82×59.81×(5×2.5)3=0.0167y2y1=12(−1+1+QF2)y2=2.5×12(−1+1+8×0.0167)=0.08 mF^2 = \frac{Q^2T}{gA^3} \\ = \frac{8^2 \times 5}{9.81 \times (5 \times 2.5)^3} \\ = 0.0167 \\ \frac{y_2}{y_1} = \frac{1}{2}(-1 + \sqrt{1+QF^2}) \\ y_2 = 2.5 \times \frac{1}{2}(-1 + \sqrt{1 + 8 \times 0.0167}) \\ = 0.08 \;mF2=gA3Q2T=9.81×(5×2.5)382×5=0.0167y1y2=21(−1+1+QF2)y2=2.5×21(−1+1+8×0.0167)=0.08m
Need a fast expert's response?
and get a quick answer at the best price
for any assignment or question with DETAILED EXPLANATIONS!
Comments