A water reservoir is overflowing onto it's spillway. The water flowing out is doing so at critical depth at the peak of the spillway (see figure 7). The canal it's bringing water to is rectangular, with a base width of 12m. you must calculate (1) the depth of the flow at the base of the spillway, (2) identify the backwater curve at that point and determine if there will be a hydraulic jump. (3) Calculate the conjugate depth of the hydraulic jump and the head-loss associated to it. Neglect local head-loss on the spillway

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A water reservoir is overflowing onto it's spillway. The water flowing out is doing so at critical depth at the peak
of the spillway (see figure 7). The canal it's bringing water to is rectangular, with a base width of 12m. you must
calculate (1) the depth of the flow at the base of the spillway, (2) identify the backwater curve at that point and
determine if there will be a hydraulic jump. (3) Calculate the conjugate depth of the hydraulic jump and the
head-loss associated to it.
Neglect local head-loss on the spillway
depth:
10m
Ycr=0.65m
slope after spillway: 0.0001 m/m
V
Manning coefficient: 0.014
Figure 7 Spillway
Transcribed Image Text:A water reservoir is overflowing onto it's spillway. The water flowing out is doing so at critical depth at the peak of the spillway (see figure 7). The canal it's bringing water to is rectangular, with a base width of 12m. you must calculate (1) the depth of the flow at the base of the spillway, (2) identify the backwater curve at that point and determine if there will be a hydraulic jump. (3) Calculate the conjugate depth of the hydraulic jump and the head-loss associated to it. Neglect local head-loss on the spillway depth: 10m Ycr=0.65m slope after spillway: 0.0001 m/m V Manning coefficient: 0.014 Figure 7 Spillway
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