online_transition_design_supercritical 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]

151117 16:45