Transition from supercritical to subcritical flow at an abrupt drop
Author:
Affiliation:
1. a Dept. of Civil Engineering , Nihon Univ. , College of Science and Technology, Tokyo, Japan
Publisher
Informa UK Limited
Subject
Water Science and Technology,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/00221689109498436
Reference17 articles.
1. Chow , V. T. 1959.Open channel hydraulics, 412–414. New York: McGraw-Hill.
2. Observations on Hydraulic Jumps at Rounded Step
3. Hydraulic jumps at positive and negative steps
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