Design a VCP lateral sewer for the Village of Waffle (Figure
P XXXXXXXXXXby preparing a sewer...

Question

Design a VCP lateral sewer for the Village of Waffle (Figure
P XXXXXXXXXXby preparing a sewer design table similar to that shown in Example
19-2 and a profile drawing similar to Figure 19-13b. The sewer will be beside
Bacon Road and Eggs Road starting at Pancake Road and ending at State Road.
Mark and number the manhole locations on a copy of Figure P17-24 in Chapter 17.
The sewer design is to terminate at an inverted siphon that will carry the
sewage under the Syrup River to a lift station. Use the following assumptions:
wastewater production is equal to water demand and is the same as that given in
Problem 17-24; peaking factor for peak hourly flow is 6.2; I/I is 40 L/d ⋅ mm ⋅ km. Interpolate
linearly between contour lines to estimate elevations of the ground surface.
This problem does not include the design of the siphon or the lift station.

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Date: 5/14/2022
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1.	Answer	3
2.	References:	5
1. Answer
The "Village of Waffle" is maintaining high population and it is regularly growing, thus, the water demand will also be high.

Design a VCP lateral sewer for the Village of Waffle (Figure P XXXXXXXXXXby preparing a sewer design table similar to that shown in Example 19-2 and a profile drawing similar to Figure 19-13b. The...

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