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Bee 473 Watershed Engineering Fall 2004
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BEE 473 Watershed Engineering Fall 2004 - Cornell University
www.hydrology.bee.cornell.eduBEE 473 Watershed Engineering Fall 2004 September 8, 2008 RUNOFF CALCULATIONS The following provide the minimum necessary equations for determining runoff from a design storm, i.e., a storm with duration ≈ to the watershed’s time of concentration.
BEE 473 Watershed Engineering Fall 2004 - Cornell University
www.hydrology.bee.cornell.eduBEE 473 Watershed Engineering Fall 2004 A. Submerged Outlet (Pipe Flow I) The following schematic illustrates the submerged outlet flow condition. H Figure A.1: Schematic of the submerged outlet culvert design condition. Pipe flow can be calculated with the following mechanistic equation (i.e., as opposed to