online_transition_design_supercritical_a calculator  •  [Beta version 170417] Reference • Ponce, V. M. 2015:   Fundamentals of open-channel hydraulics, Chapter 3, Section 6. Online textbook. ⇐  Example drawing (Click on top to expand) EXAMPLE         [Main Page]         [Description] Project:  Example Date/Time:  170417 11:30 Units:  U.S. Customary Discharge:  100 cfs Upstream bottom width:  8 ft Upstream flow depth:  0.5 ft Downstream bottom width:  10 ft Downstream flow depth:  4 ft Length of transition:  50 ft Number of reaches:  10 [Click on figure to expand]

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