A geometrical method for computing the distribution of boundary shear stress across irregular straight open channels;Une méthode géométrique pour calculer la répartition de lacontrainte de cisaillement en travers d'un canal rectiligne quelconque

Journal of Hydraulic Research

Volumn 37, Issue 3, 1999, Pages 381-388

  Khodashenas, Saeed R ^a   Paquier, André ^a  

^a CENTRE DE LYON VILLEURBANNE   (France)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY LAYERS; GEOMETRY; MATHEMATICAL MODELS; NUMERICAL METHODS; RIVERS; SHEAR STRESS;

BOUNDARY SHEAR STRESS; MERGED PERPENDICULAR METHOD;

OPEN CHANNEL FLOW;

EID: 0032635551     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.1999.9628254     Document Type: Article

References (12)

1. DIPLAS P. (1990). Characteristics of self-formed straight channels. Journal of Hydraulic Engineering, Vol. 116, No. 5, pp. 707-727, May 1990
2. FLINTHAM T.P. , CARLING P.A. (1988).The prediction of mean bed and wall boundary shear in uniform and compositely rough channels. International Conference on River Regime, W. R. White ed. , John Wiley and Sons, pp. 267-286
3. GHOSH, S.N. and MEHTA, P.J. (1974) Boundary shear distribution in compound channel with varying roughness distribution, Proceedings of the Institution of Civil Engineering, London, England, Vol. 57, Part 2, Tech. Note. 91, pp. 159-164, March 1974
4. GHOSH S.N., ROY N. (1970). Boundary shear distribution in open channel flow. Journal of the Hydraulics Division, 96, No.4, pp. 967-994, April 1970
5. IKEDA, S. , PARKER G., KIMURA Y. (1988). Stable width and depth of straight gravel rivers with heterogeneous bed materials. Water Resources Research, Vol. 24, No.5, pp. 713-722, May 1988
6. KNIGHT D.W. , DEMETRIOU J. D., HAMED M.E. (1984). Boundary shear in smooth rectangular channels. Journal of Hydraulic Engineering, Vol. 110, No. 4, pp. 405-422, April 1984
7. KNIGHT D.W., PATEL, H.S. (1985). Boundary shear in smooth rectangular ducts. Journal of Hydraulic Engineering, Vol. 111, No. 1, pp. 29-47, Jan. 1985
8. LANE E.W. (1953). Progress report on studies on the design of stable channels by the Bureau of Reclamation. Proceedings of American Society of Civil Engineering, Colorado, vol. 79, pp. 280-1 to 280-31
9. LUNDGREN H., JONSSON I.G. (1964). Shear and velocity distribution in shallow channels. Journal of the Hydraulics Division, No. 1, pp. 1-21, Jan. 1964
10. PARKER G. (1978). Self-formed straight rivers with equilibrium banks and mobile bed. Part 1. The sand-silt river. Journal of Fluid Mechanic, Vol. 89, part 1, pp. 109-125
11. PIZZUTO J.E. (1991). A numerical model for calculating the distributions of velocity and boundary shear stress across irregular straight open channels. Water Resources Research, Vol. 27, No.9, pp. 2457-2466, Sept. 1991
12. REPLOGLE and CHOW, V. T. (1966) Tractive-forces distribution in open channels. Journal of the Hydraulic Division, ASCE, , Vol. 92, No. HY2, pp.169-191, March. 1966