For uniform flow at a depth of 7 cm on a concrete parking lot having a slope of 0.04 and a flow length of 350 m, calculate the kinematic wave number, k. Would kinematic routing apply? Repeat for a very wide river channel with a slope of 0.006, n = 0.04, a depth of 6 m, and the same flow length of 350 m. Would kinematic routing apply? For the same parking lot, suppose the hydrograpgh rise time is 15 min. Would the kinematic wave routing method apply based on Ponce's equation?

For uniform flow at a depth of 7 cm on a concrete parking lot having a slope of 0.04 and a flow length of 350 m, calculate the kinematic wave number, k. Would kinematic routing apply? Repeat for a very wide river channel with a slope of 0.006, n = 0.04, a depth of 6 m, and the same flow length of 350 m. Would kinematic routing apply? For the same parking lot, suppose the hydrograpgh rise time is 15 min. Would the kinematic wave routing method apply based on Ponce's equation?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

For uniform flow at a depth of 7 cm on a
concrete parking lot having a slope of 0.04
and a flow length of 350 m, calculate the
kinematic wave number, k. Would kinematic
routing apply? Repeat for a very wide
river channel with a slope of 0.006, n =
0.04, a depth of 6 m, and the same flow
length of 350 m. Would kinematic routing
apply? For the same parking lot, suppose
the hydrograpgh rise time is 15 min. Would
the kinematic wave routing method apply
based on Ponce's equation?

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