As a site development engineer, you are considering the drainage for a shopping complex with 1 acre of paved parking, 0.3 acres of sidewalks, and 0.5 acres of landscaping (urban pervious). The 24-hour design storm precipitation depth is 0.75 inches. Using Small Storm Hydrology Method determine the required area (in ft) of a bioretention basin (without underdrain pipel to service this runoff. Maximum ponding: 6 inches Media bed: 36 inches deep porosity 0.30 Gravel bed: 24 inches deep, porosity 0.36

As a site development engineer, you are considering the drainage for a shopping complex with 1 acre of paved parking, 0.3 acres of sidewalks, and 0.5 acres of landscaping (urban pervious). The 24-hour design storm precipitation depth is 0.75 inches. Using Small Storm Hydrology Method determine the required area (in ft) of a bioretention basin (without underdrain pipel to service this runoff. Maximum ponding: 6 inches Media bed: 36 inches deep porosity 0.30 Gravel bed: 24 inches deep, porosity 0.36

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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Question

Can you please help me with the homework problem

As a site development engineer, you are
considering the drainage for a shopping
complex with 1 acre of paved parking, 0.3
acres of sidewalks, and 0.5 acres of
landscaping (urban pervious). The 24-hour
design storm precipitation depth is 0.75
inches. Using Small Storm Hydrology Method
determine the required area (in ft) of a
bioretention basin (without underdrain pipel to
service this runoff.
Maximum ponding: 6 inches
Media bed: 36 inches deep porosity 0.30
Gravel bed: 24 inches deep, porosity 0.36

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