16.1.21 Rework Example 16.1.6 for a 5-ft curb-opening inlet. 16.1.6 Rework problem 16.1.5 for a 25-year storm. 16.1.5 Determine the peak runoff from 500 ft of pavement (32 ft wide) that drains toward a gutter (for a 10-year frequency storm) in Phoenix, AZ. The pavement slope is 0.005, n = 0.016, and C=0.9.

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
Section: Chapter Questions
Problem 11P
Question
I only need help answering 16.1.21. The other two (16.1.5 and 16.1.6) are only for context.
16.1.21 Rework Example 16.1.6 for a 5-ft curb-opening inlet.
16.1.6 Rework problem 16.1.5 for a 25-year storm.
16.1.5 Determine the peak runoff from 500 ft of pavement (32 ft
wide) that drains toward a gutter (for a 10-year frequency storm) in
Phoenix, AZ. The pavement slope is 0.005, n = 0.016, and C=0.9.
Transcribed Image Text:16.1.21 Rework Example 16.1.6 for a 5-ft curb-opening inlet. 16.1.6 Rework problem 16.1.5 for a 25-year storm. 16.1.5 Determine the peak runoff from 500 ft of pavement (32 ft wide) that drains toward a gutter (for a 10-year frequency storm) in Phoenix, AZ. The pavement slope is 0.005, n = 0.016, and C=0.9.
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