Given the site development plan for a subdivision considering the storm drainage system below, consider the following storm event details: a. I = 2,481.44(t + d)^–0.6477 b. d = 15 mins c. t = 10 mins (initial) Determine the following: 1. Discharge Q in lps at Pipe 1 (L = 20 m) 2. Discharge Q in lps at Pipe 2 (L = 20 m) 3. Discharge Q in lps at Pipe 3 (L = 20 m) 4. Discharge Q in lps at Pipe 4 (L = 20 m) 5. Total time of discharge from the first inlet to the outfall Note: Use the Rational Method to compute Q.
Given the site development plan for a subdivision considering the storm drainage system below, consider the following storm event details: a. I = 2,481.44(t + d)^–0.6477 b. d = 15 mins c. t = 10 mins (initial) Determine the following: 1. Discharge Q in lps at Pipe 1 (L = 20 m) 2. Discharge Q in lps at Pipe 2 (L = 20 m) 3. Discharge Q in lps at Pipe 3 (L = 20 m) 4. Discharge Q in lps at Pipe 4 (L = 20 m) 5. Total time of discharge from the first inlet to the outfall Note: Use the Rational Method to compute Q.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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100%
Given the site development plan for a subdivision considering the storm drainage system
below, consider the following storm event details:
a. I = 2,481.44(t + d)^–0.6477
b. d = 15 mins
c. t = 10 mins (initial)
Determine the following:
1. Discharge Q in lps at Pipe 1 (L = 20 m)
2. Discharge Q in lps at Pipe 2 (L = 20 m)
3. Discharge Q in lps at Pipe 3 (L = 20 m)
4. Discharge Q in lps at Pipe 4 (L = 20 m)
5. Total time of discharge from the first inlet to the outfall
Note: Use the Rational Method to compute Q.
Transcribed Image Text:Site Development for Drainage System (90% developed)
Pipe 1
Inlet 2
Pipe 2
Inlet 3
Pipe 3
Pipe 4
Inlet 1
Outfall
Inlet 4
Transcribed Image Text:Area Influence per Inlet
600 sq m
600 sq m
700 sq m
500 sq m
500 sq m
500 sq m
550 sq m
450 sq m
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