a very wide rectangular channel conveys a discharge of 3.25m ^3/second per meter width at a depth of 2.5m.the bed slope is 1 in 5000. due to weir placed across the channel the water level is raised by 1.5m just upstream of it compute the length of water surface profile from the location of weir to the point where depth of flow is 1.05 times normal flow depth. compute the length by direct step method take dy=0.5m compare the length by taking single step?
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