Q1. Figure 1.0 show a common rain gutter for a house. Compute the discharge if the waterdepth is 5.08 cm and water depth is 8.5 cm. The gradient of the eaves gutter is 1: 500 withManning's roughness, n, 0.016.15.24 cm8.89 cm5.08 cm10.16 cmFigure 1.0Q2. A discharge in a rectangular channel is 24 m3 s1 with a bottom width of 6 m. If thebed slope is 1 in 200 and Manning's, 0.012, calculatethe normal depththe Froude number at the normal depth and the flow regimethe critical depththe alternate depththe minimum specific energyi.ii.iii.iv.V.

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Q1. Figure 1.0 show a common rain gutter for a house. Compute the discharge if the water depth is 5.08 cm and water depth is 8.5 cm. The gradient of the eaves gutter is 1: 500 with Manning's roughness, n, 0.016. 15.24 cm 8.89 cm 5.08 cm 10.16 cm Figure 1.0

Q1. Figure 1.0 show a common rain gutter for a house. Compute the discharge if the water depth is 5.08 cm and water depth is 8.5 cm. The gradient of the eaves gutter is 1: 500 with Manning's roughness, n, 0.016. 15.24 cm 8.89 cm 5.08 cm 10.16 cm Figure 1.0

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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Concept explainers

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

Q1. Figure 1.0 show a common rain gutter for a house. Compute the discharge if the water
depth is 5.08 cm and water depth is 8.5 cm. The gradient of the eaves gutter is 1: 500 with
Manning's roughness, n, 0.016.
15.24 cm
8.89 cm
5.08 cm
10.16 cm
Figure 1.0
Q2. A discharge in a rectangular channel is 24 m3 s1 with a bottom width of 6 m. If the
bed slope is 1 in 200 and Manning's, 0.012, calculate
the normal depth
the Froude number at the normal depth and the flow regime
the critical depth
the alternate depth
the minimum specific energy
i.
ii.
iii.
iv.
V.

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