Transcription of BEE 473 Watershed Engineering Fall 2004 - Cornell …
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BEE 473 Watershed Engineering Fall 2004 - Cornell …
BEE 473 Watershed Engineering fall 2004 CULVERTS AND PIPE SPILLWAYS The hydraulics of pipes can be complicated, but for design purposes we only need to consider a couple basic relationships from fluid mechanics and use a few culvert design rules to avoid situations with unpredictable flow behaviors. In most cases there are three basic flow conditions that engineers consider, pipe flow with a submerged outlet, pipe flow with a free outlet, and orifice flow at the inlet (A, B, and C, below, respectively).
BEE 473 Watershed Engineering Fall 2004 D. Culvert Tidbits Sizes: Culverts are primarily plastic, concrete, or metal: all three come in 3” intervals from 12” to 36” and 6” intervals up to 96”+.
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