End depth in steeply sloping rough rectangular channels
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Engineering
Link
http://link.springer.com/content/pdf/10.1007/BF02703802.pdf
Reference40 articles.
1. Ali K H M, Sykes A 1972 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. ASCE Task Force 1963 Friction factor in open channels. J. Hydraul. Div., Am. Soc. Civ. Eng. 89: 97–143
5. Bauer S W, Graf W H 1971 Free overfall as flow measuring device. J. Irrig. Drain. Div., Am. Soc. Civ. Eng. 97: 73–83
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