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BEE 473 Watershed Engineering Fall 2004 - Cornell University
www.hydrology.bee.cornell.eduBEE 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
BEE 473 Watershed Engineering Fall 2004 - Cornell University
www.hydrology.bee.cornell.eduBEE 473 Watershed Engineering Fall 2004 2.Synthetic Triangular Hydrograph One simple way to estimate peak runoff from runoff volume is to assume a synthetic hydrograph shape and relate volume and peak geometrically.
BEE 473 Watershed Engineering Fall 2004 - Cornell …
www.hydrology.bee.cornell.eduBEE 473 Watershed Engineering Fall 2004 OPEN CHANNELS The following provide the basic equations and relationships used in open channel design. Although a variety of flow conditions can exist in a channel (see next page), engineers most