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16-001014-01A (Swmp)
Attached to the e-mail Operational Works Application OPW16/0203 - 3 of 4.
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Proposed Channel Capacity Immediately Downstream of Culvert Outlet A check of the capacity of the proposed channel immediately downstream of the proposed culverts was determined using Manning’s calculations (refer to the section below). Results indicate that flood levels during the 1% AEP storm are well below the proposed level of the Caretakers building (by more than 2m). Therefore, in the instance that Caretaker’s building floor levels are adjusted slightly for detailed design, the building will not be impacting by flooding from the WQCP outflows.
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