Question: How does the method in Problem 4.20 compare with the kinematic wave routing method described in this chapter? What hydraulic conditions are necessary for kinematic

How does the method in Problem 4.20 compare with the kinematic wave routing method described in this chapter? What hydraulic conditions are necessary for kinematic wave assumptions to be valid for overland flow? What are advantages and disadvantages of using kinematic channel routing compared with solving the Saint Venant equations?

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