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  1. Snydes

    Depth of Flow In an Open Channel (bioswale)

    This may have been covered before, but I was wondering if anyone has a straightforward method for calculating the depth of flow in an open channel (specifically bioswale). I have a design Q (flow), swale dimensions are T = 8, B = 2, side slopes 3:1, and slope is 1.5%. Thanks.

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