1.Water flows at 750 m3/s down a rectangular channel made of finished concrete. The channel has a width of 4 m and a downward slope of 0.0002, and the water depth is 1.5 m at the control section A. Determine the distance x from A to where the depth becomes 1.25 m. Use delta y = 0.05 m and plot the surface profile. Take n = 0.012.
2. The rectangular channel is fitted with a 60 degrees or triangular weir plate. If the upstream depth of the water is 2 m. and the bottom of the weir plate is 1.6 m from the bottom of the channel. determine the volumetric flow of water prang over the weir. Take Cd = 0.72.
1.
"Q=\\frac 1n(\\frac{l(h-x)}{\\Delta y})^{\\frac 23}\\sqrt I,"
"x=11~m."
2.
"Q=C\\sqrt{hl^2\\sin^2\\alpha}=150~\\frac{m^3}s."
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