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Determine the required area (in ft2) of a bioretention basin to service runoff from a shopping complex with 3.4 acres of paved parking, 1.7 acre of sidewalks, and 0.4 acre of landscaping. The 24-hr design storm is 1 inch. Use the empirical coefficients in Small Storm Hydrology method. There is no underdrain pipe for the bioretention basin. Use the following guidelines for the design: Ponding depth = 12 inch Media bed: 35 inches deep, porosity = 0.30 Gravel bed: 28 inches deep, porosity = 0.36

Determine the required area (in ft2) of a bioretention basin to service runoff from a shopping complex with 3.4 acres of paved parking, 1.7 acre of sidewalks, and 0.4 acre of landscaping. The 24-hr design storm is 1 inch. Use the empirical coefficients in Small Storm Hydrology method. There is no underdrain pipe for the bioretention basin. Use the following guidelines for the design: Ponding depth = 12 inch Media bed: 35 inches deep, porosity = 0.30 Gravel bed: 28 inches deep, porosity = 0.36

Structural Analysis
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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Determine the required area (in ft2) of a bioretention basin to service runoff from a shopping complex with 3.4 acres of paved parking, 1.7 acre of sidewalks, and 0.4 acre. of landscaping. The 24-hr design storm is 1 inch. Use the empirical coefficients in Small Storm Hydrology method. There is no underdrain pipe for the bioretention basin. Use the following guidelines for the design: Ponding depth = 12 inch Media bed: 35 inches deep, porosity = 0.30 Gravel bed: 28 inches deep, porosity = 0.36 Enter your final answer to the nearest integer without any decimal points.
Transcribed Image Text:Determine the required area (in ft2) of a bioretention basin to service runoff from a shopping complex with 3.4 acres of paved parking, 1.7 acre of sidewalks, and 0.4 acre. of landscaping. The 24-hr design storm is 1 inch. Use the empirical coefficients in Small Storm Hydrology method. There is no underdrain pipe for the bioretention basin. Use the following guidelines for the design: Ponding depth = 12 inch Media bed: 35 inches deep, porosity = 0.30 Gravel bed: 28 inches deep, porosity = 0.36 Enter your final answer to the nearest integer without any decimal points.
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