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

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

Double-averaged rough-bed open-channel flow with high Glossosoma (Trichoptera: Glossosomatidae) abundanceMORRIS, Mark W. L; HONDZO, Miki.Environmental fluid mechanics (2001). 2013, Vol 13, Num 3, pp 257-278, issn 1567-7419, 22 p.Article

Venturikanäle = Canaux de Venturi = Venturi channelsHAGER, W. H.Gas, Wasser, Abwasser. 1989, Vol 69, Num 7, pp 389-395, issn 0036-8008Article

Automatic control of canal flow using linear quadratic regulator theoryBALOGUN, O. S; HUBBARD, M; DE VRIES, J. J et al.Journal of hydraulic engineering (New York, N.Y.). 1988, Vol 114, Num 1, pp 75-102, issn 0733-9429Article

Combining open channel flow at right angled junctionsRAMAMURTHY, A. S; CARBALLADA, L. B; DUC MINH TRAN et al.Journal of hydraulic engineering (New York, N.Y.). 1988, Vol 114, Num 12, pp 1449-1460, issn 0733-9429Article

Kinematic wave routing and computational errorHROMADKA, T. V; DEVRIES, J. J.Journal of hydraulic engineering (New York, N.Y.). 1988, Vol 114, Num 2, pp 207-217, issn 0733-9429Article

Hydraulic design of peripheral channels for circular tanksANDERSON, J. A.Water research (Oxford). 1996, Vol 30, Num 2, pp 486-488, issn 0043-1354Article

EQSWP : extended unsteady-flow double-sweep equation solverSTRELKOFF, T.Journal of hydraulic engineering (New York, N.Y.). 1992, Vol 118, Num 5, pp 735-742, issn 0733-9429Article

Interaction of buoyant plumes in open-channel flow : Nonlinear diffusionWICKS, P. J.Journal of the Australian Mathematical Society. Series B. Applied mathematics. 1992, Vol 33, pp 451-473, issn 0334-2700, 4Article

Hydraulic characteristics of circular flumeZOHRAB SAMANI; SAEED JORAT; MOHAMMED YOUSAF et al.Journal of irrigation and drainage engineering. 1991, Vol 117, Num 4, pp 558-566, issn 0733-9437Article

B-Jump in sloping channel. IIKAWAGOSHI, N; HAGER, W. H.Journal of Hydraulic Research. 1990, Vol 28, Num 4, pp 461-480, issn 0022-1686Article

Entropy and 2-D velocity distribution in open channelsCHAO-LIN CHIU.Journal of hydraulic engineering (New York, N.Y.). 1988, Vol 114, Num 7, pp 738-756, issn 0733-9429Article

Structure of 3-D flow in rectangular open channelsCHAO-LIN CHIU; JYH-DONG CHIOU.Journal of hydraulic engineering (New York, N.Y.). 1986, Vol 112, Num 11, pp 1050-1068, issn 0733-9429Article

Hydraulic jumps on adverse slopes = Ressauts hydrauliques dans des canaux en contre-penteMCCORQUODALE, J. A; MOHAMED, M. S.Journal of Hydraulic Research. 1994, Vol 32, Num 1, pp 119-130, issn 0022-1686Article

Numerical solutions to the inverse weir problem. J. S. Montes, Vol. 30, No. 4, 1992, pp. 453-465. Reply by the authorDIRIDHAR, D. P; SHESHA PRAKASH, M. N; RANGARAJ, C et al.Journal of Hydraulic Research. 1993, Vol 31, Num 3, pp 430-432, issn 0022-1686Article

Comprehensive method of characteristics models for flow simulationCHINTU LAI.Journal of hydraulic engineering (New York, N.Y.). 1988, Vol 114, Num 9, pp 1074-1097, issn 0733-9429Article

Entropy and probability concepts in hydraulicsCHAO-LIN CHIU.Journal of hydraulic engineering (New York, N.Y.). 1987, Vol 113, Num 5, pp 583-600, issn 0733-9429Article

Numerical solution of the St. Venant equations with the MacCormack finite-difference schemeGARCIA, R; KAHAWITA, R. A.International journal for numerical methods in fluids. 1986, Vol 6, Num 5, pp 259-274, issn 0271-2091Article

Lock-exchange flows in non-rectangular cross-section channelsTHOMAS, Luis; MARINO, Beatriz.Journal of fluids engineering. 2004, Vol 126, Num 2, pp 290-292, issn 0098-2202, 3 p.Article

Dimensionally homogeneous Manning's formulaBEN CHIE YEN.Journal of hydraulic engineering (New York, N.Y.). 1992, Vol 118, Num 9, pp 1326-1332, issn 0733-9429Article

Application of entropy concept in open-channel flow studyCHAO-LIN CHIU.Journal of hydraulic engineering (New York, N.Y.). 1991, Vol 117, Num 5, pp 615-628, issn 0733-9429Article

A computer model to calculate varied flow functions for circular channels = Modèle de calcul par ordinateur des fonctions d'écoulement variable pour canaux circulairesZAGHLOUL, N. A.Advances in engineering software (1978). 1990, Vol 12, Num 3, pp 106-122, issn 0141-1195, 17 p.Article

Negatively buoyant flow in diverging channel. III: onset of underflowSTEFAN, H. G; JOHNSON, T. R.Journal of hydraulic engineering (New York, N.Y.). 1989, Vol 115, Num 4, pp 423-436, issn 0733-9429Article