Discussions on construction norms. Discharge coefficient of spillways of practical rectangular profile
Discussions
Keywords
Energy Source Power Generation Power Engineer Renewable Energy Source Structural Foundation
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Literature Cited
- 1.V. A. Bol’shakov and A. D. Petrash, “Recommendations for the selection of discharge coefficients for spillways of trapezoidal profile,” Gidrotekh. Stroitel’., No. 10 (1967).Google Scholar
- 2.Engineering Code and Standards for Hydraulic Engineering Projects. Hydraulic Design of Spillways [in Russian], Gosénergoizdat (1952).Google Scholar
- 3.V. D. Zhurin, Hydraulics [in Russian], Tashkent (1925).Google Scholar
- 4.V. A. Bol’shakov and A. D. Petrash, “Effect of relative width on the discharge coefficient of trapezoidal spillways,” Symposium Gidravlika i Gidrotekhnika, No. 3, Kiev (1966).Google Scholar
- 5.M. A. Mostkov, Hydraulic Handbook [in Russian], (1954).Google Scholar
- 6.A. D. Petrash, “The discharge coefficient of low spillway walls of trapezoidal profile,” Izv. VUZ Énergetika, No. 1 (1965).Google Scholar
- 7.I. P. Martynov, “Discharge across a spillway of practical rectangular profile,” Theses papers at the Second Inter-University Scientific Engineering Conference, Kalinin Polytechnical Institute, Kalinin (1967).Google Scholar
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© American Society of Civil Engineers 1969