Hydraulics of free overfall in Δ-shaped channels
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/BF02703656.pdf
Reference44 articles.
1. Ali K H M, Sykes A1972 Free-vortex theory applied to free overfall.J. Hydraul. Div., Am. Soc. Civ. Eng. 98: 973–979
2. Anastasiadou-Partheniou L, Hatzigiannakis E 1995 General end-depth-discharge relationship at free overfall in trapezoidal channel.J. Irrig. Drain. Eng., Am. Soc. Civ. Eng. 121: 143–151
3. Anderson M V 1967 Non-uniform flow in front of a free overfall.Acta Polytech. Scand, 42: 1–24
4. Bauer S W, Graf W H 1971 Free overfall as flow measuring device.J. Irrig. Drain. Div, Am. Soc. Civ. Eng. 97: 73–83
5. Chow W L, Han T 1979 Inviscid solution for the problem of the free overfall.J. Appl. Mech. 46: 1–5
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