Consider the flow of water along a horizontal channel of constant width after a dam breaks. Sometime

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Consider the flow of water along a horizontal channel of constant width after a dam breaks. Sometime after the initial transients have died away6 the flow may be described by the nonlinear, unidirectional, shallow-waterwave equations (16.23a) and (16.23b):

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Here h is the height of the flow, v is the horizontal speed of the flow, and x is distance along the channel measured from the location of the dam. Solve for the flow, assuming that initially (at t = 0) h = ho for x 0 (no water). Your solution should have the form shown in Fig. 16.8.What is the speed of the front of the water?

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Figure 16.8

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