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):
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?
Figure 16.8
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Modern Classical Physics Optics Fluids Plasmas Elasticity Relativity And Statistical Physics
ISBN: 9780691159027
1st Edition
Authors: Kip S. Thorne, Roger D. Blandford
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