C. A plan of landfill cell is shown in the figure below, in which AB is a leachate collection pipe. The bottom of the cell has a 2% slope with a peak leachate generation rate of 0.943 in/day. The slope of the pipe is 1%. Approximately 200 ft of waste with a unit weight of y waste =70 pcf is placed on the pipe. Design an HDPE perforated pipe to meet drainage and mechanical requirements. E ↑ 45 ft A 80 ft D 5⁰ 2% 2%↑ 1% 500 ft 2% 2% B
C. A plan of landfill cell is shown in the figure below, in which AB is a leachate collection pipe. The bottom of the cell has a 2% slope with a peak leachate generation rate of 0.943 in/day. The slope of the pipe is 1%. Approximately 200 ft of waste with a unit weight of y waste =70 pcf is placed on the pipe. Design an HDPE perforated pipe to meet drainage and mechanical requirements. E ↑ 45 ft A 80 ft D 5⁰ 2% 2%↑ 1% 500 ft 2% 2% B
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![C. A plan of landfill cell is shown in the figure below, in which AB is a leachate
collection pipe. The bottom of the cell has a 2% slope with a peak leachate
generation rate of 0.943 in/day. The slope of the pipe is 1%. Approximately 200 ft of
waste with a unit weight of y waste =70 pcf is placed on the pipe. Design an HDPE
perforated pipe to meet drainage and mechanical requirements.
E
↑
45 ft
A
80 ft
D
5⁰
2%
2%↑
1%
500 ft
2%
2%
B](https://content.bartleby.com/qna-images/question/08c11bac-dce0-46d3-8fc1-fc480643ec32/d1eba448-717e-4947-aadc-de3941e0bcc5/qnlh2ip_thumbnail.png)
Transcribed Image Text:C. A plan of landfill cell is shown in the figure below, in which AB is a leachate
collection pipe. The bottom of the cell has a 2% slope with a peak leachate
generation rate of 0.943 in/day. The slope of the pipe is 1%. Approximately 200 ft of
waste with a unit weight of y waste =70 pcf is placed on the pipe. Design an HDPE
perforated pipe to meet drainage and mechanical requirements.
E
↑
45 ft
A
80 ft
D
5⁰
2%
2%↑
1%
500 ft
2%
2%
B
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