A site plan for a proposed warehouse located near Pittsburgh, Pennsylvania (Region 1) is shown in Figure 12-24. Inlet locations and incremental drainage areas have already been determined. The on-site storm sewer system connects through an easement to the existing system in Brickel Avenue. Using a design chart like that in Table 12-4, complete the hydraulic design for this storm sewer system. Key parameters are as follows:
Design storm: 15-year
Pipe material: reinforced concrete
Manning’s n: 0.012
Minimum pipe size: 12 inches
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