kw.\*:("Open channel flow")
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General characteristics of solutions to the open-channel flow, feedforward control problemBAUTISTA, E; STRELKOFF, T. S; CLEMMENS, A. J et al.Journal of irrigation and drainage engineering. 2003, Vol 129, Num 2, pp 129-137, issn 0733-9437, 9 p.Article
Generalized Analytical Solutions for Alternate and Sequent Depths in Rectangular Channels: Nonuniform VelocitySINGH, Sushil K.Journal of irrigation and drainage engineering. 2013, Vol 139, Num 5, pp 426-431, issn 0733-9437, 6 p.Article
Modeling Flow in an Open Channel with Heterogeneous Bed RoughnessJESSON, Michael; STERLING, Mark; BRIDGEMAN, John et al.Journal of hydraulic engineering (New York, N.Y.). 2013, Vol 139, Num 2, pp 195-204, issn 0733-9429, 10 p.Article
Spatially Averaged Flows over Mobile Rough Beds: Definitions, Averaging Theorems, and Conservation EquationsNIKORA, Vladimir; BALLIO, Francesco; COLEMAN, Stephen et al.Journal of hydraulic engineering (New York, N.Y.). 2013, Vol 139, Num 8, pp 803-811, issn 0733-9429, 9 p.Article
Zero-Inertial Recession for Kinematic-Wave ModelCLEMMENS, Albert J; STRELKOFF, Theodor.Journal of irrigation and drainage engineering. 2011, Vol 137, Num 4, pp 263-266, issn 0733-9437, 4 p.Article
Application and Validation of Regression Analysis in the Prediction of Discharge in Asymmetric Compound ChannelsAL-KHATIB, Issam A; HASSAN ABU HASSAN; ABAZA, Khaled A et al.Journal of irrigation and drainage engineering. 2013, Vol 139, Num 7, pp 542-550, issn 0733-9437, 9 p.Article
Cut-throat flume characteristicsKELLER, R. J.Journal of hydraulic engineering (New York, N.Y.). 1984, Vol 110, Num 9, pp 1248-1263, issn 0733-9429Article
Potential Flow Solution for Open-Channel Flows and Weir-Crest OverflowCASTRO-ORGAZ, Oscar.Journal of irrigation and drainage engineering. 2013, Vol 139, Num 7, pp 551-559, issn 0733-9437, 9 p.Article
Modeling Unsteady Open-Channel Flow for Controller DesignQIAO, Qing-Song; YANG, Kai-Lin.Journal of irrigation and drainage engineering. 2010, Vol 136, Num 6, pp 383-391, issn 0733-9437, 9 p.Article
Simplified Design of Hydraulically Efficient Power-Law Channels with FreeboardHUSSEIN, Ahmed S. A.Journal of irrigation and drainage engineering. 2008, Vol 134, Num 3, pp 380-386, issn 0733-9437, 7 p.Article
Performance of slit weirAYDIN, Ismail; BURCU ALTAN-SAKARYA, A; METIN GER, A et al.Journal of hydraulic engineering (New York, N.Y.). 2006, Vol 132, Num 9, pp 987-989, issn 0733-9429, 3 p.Article
Pivoting Strategies in the Solution of the Saint-Venant EquationsCANELON, Dario J.Journal of irrigation and drainage engineering. 2009, Vol 135, Num 1, pp 96-101, issn 0733-9437, 6 p.Article
Best hydraulic section of a composite channelABDULRAHMAN, Abdulrahman.Journal of hydraulic engineering (New York, N.Y.). 2007, Vol 133, Num 6, pp 695-697, issn 0733-9429, 3 p.Article
Solution of specific energy and specific force equationsDAS, Amlan.Journal of irrigation and drainage engineering. 2007, Vol 133, Num 4, pp 407-410, issn 0733-9437, 4 p.Article
Minimum specific energy and critical flow conditions in open channelsCHANSON, H.Journal of irrigation and drainage engineering. 2006, Vol 132, Num 5, pp 498-502, issn 0733-9437, 5 p.Article
Transitional Flow between Orifice and Nonorifice Regimes at a Rectangular Sluice GateALMINAGORTA, Omar; MERKLEY, Gary P.Journal of irrigation and drainage engineering. 2009, Vol 135, Num 3, pp 382-387, issn 0733-9437, 6 p.Article
SUR UN PERFECTIONNEMENT DU CALCUL DU POUVOIR DE RENDEMENT EN EAU DE CANAUX ET CHENAUX OUVERTSSKEBKOV GP.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 12; PP. 84-89; BIBL. 11 REF.Article
Resistance to flow over riprap in steep channels = Résistance à l'écoulement sur enrochement dans des canaux à forte penteABT, S. R; WITTLER, R. J; RUFF, J. F et al.Water resources bulletin (Urbana). 1988, Vol 24, Num 6, pp 1193-1200, issn 0043-1370Article
BAKWATR ― Computation of gradually varied flowSCHAEFER, R. L.Advances in engineering software (1978). 1985, Vol 7, Num 4, pp 170-172, issn 0141-1195Article
Trapezoidal channels with increasing dischargeGUARGA, R; LARA, M.Journal of engineering mechanics. 1984, Vol 110, Num 7, pp 1050-1059, issn 0733-9399Article
Two-dimensional subcritical and supercritical open channel flow calculation using a time-marching methodSOULIS, J. V.International journal for numerical methods in fluids. 1989, Vol 9, Num 11, pp 1331-1352, issn 0271-2091, 22 p.Article
Flow over side weirs in rectangular and circular channels = Ecoulement au-dessus de déversoirs latéraux dans des canaux rectangulaires et circulairesUYUMAZ, A.Water science and technology. 1989, Vol 21, Num 8-9, pp 739-746, issn 0273-1223, 8 p.Conference Paper
Comparison of open channel constriction ratingsFIUZAT, A. A; SKOGERBOE, G. V.Journal of hydraulic engineering. 1983, Vol 109, Num 12, pp 1589-1602Article
A dissipative Galerkin scheme for open-channel flowKATOPODES, N. D.Journal of hydraulic engineering. 1984, Vol 110, Num 4, pp 450-466Article
Estimation of the Washout Depth of Fine Sediments from a Granular BedDETERT, Martin; PARKER, Gary.Journal of hydraulic engineering (New York, N.Y.). 2010, Vol 136, Num 10, pp 790-793, issn 0733-9429, 4 p.Article