Answered: (a) Calculate the minimum flow…

(a) Calculate the minimum flow velocities in sewers A and B. (b) At what minimum height above the invert of sewer A should the invert of lateral B be located so that during

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

the answer for a) sewer B is 0.90 m/s

b invert = 28 cm

show how

only HANDWRITTEN answer needed ( NOT TYPED)

14.3 The maximum flow reaching sewer A before the man-
hole is 850 L/s and lateral B 150 L/s (see Fig. 14.23). If the min-
imum flow is one-third of the maximum:
(a) Calculate the minimum flow velocities in sewers A
and B.
(b) At what minimum height above the invert of sewer A
should the invert of lateral B be located so that during
For all sewers n - 0.013
Sewer B
d = 450 mm
S $= 0.5%
MH
Main sewer A
do 750 mm
S 1%
Valley
Inverted
siphon
Figure 14.23 Layout of Sanitary Sewers for Problem 14.3.

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Step 1: Given data:

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Step 2: 1. Minimum flow velocities in sewers A and B:

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Step 3: 2. Minimum height above the invert of sewer A should the invert of lateral B be located.

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Step 4: Minimum height of siphon:

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