82 1.7 : K/s ill O H.S2 HW#1.pdf HS2 HW#1 The equation of the water free...

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82 1.7 : K/s ill O H.S2 HW#1.pdf HS2 HW#1 The equation of the water free surface in the outlet vertical-sided transition is (y=0.0025 x) and the length of this transition (L) is 16m. The U/S section is flume of rectangular shape with bedwidth equal t D/S section is also rectangular channel with bedwidth equal to 25 m. What would be the velocities and the depths in section (1) and section (2), if the flowrate is 45 m³/s? K 0.15.K 0.25.Solve up to 3-decimals Solution: Sec.-1. 0 -25m Sec. -2 2 L=16m. U ۸:۰۲ 82 1.7 : K/s ill O H.S2 HW#1.pdf HS2 HW#1 The equation of the water free surface in the outlet vertical-sided transition is (y=0.0025 x) and the length of this transition (L) is 16m. The U/S section is flume of rectangular shape with bedwidth equal t D/S section is also rectangular channel with bedwidth equal to 25 m. What would be the velocities and the depths in section (1) and section (2), if the flowrate is 45 m³/s? K 0.15.K 0.25.Solve up to 3-decimals Solution: Sec.-1. 0 -25m Sec. -2 2 L=16m. U ۸:۰۲

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