Prediction of interaction between a side overflow and bed-load transport in a channel with semiempirical approaches

Canadian Journal of Civil Engineering

Volumn 36, Issue 11, 2009, Pages 1755-1763

  Rosier, Burkhard ^a,b   Boillat, Jean Louis ^a   Schleiss, Anton J ^a  

^a EPFL   (Switzerland)

^b FICHTNER GmbH and Co KG   (Germany)

Author keywords

Bed morphology; Deposition; Laboratory tests; Sediment transport; Semi empirical model; Side overflow

Indexed keywords

BED MORPHOLOGY; BED-LOAD TRANSPORT; DIMENSIONLESS PARAMETERS; DIVERSION STRUCTURES; EMPIRICAL MODEL; ENGINEERING PRACTICES; FLOOD PROTECTION; FLUME EXPERIMENT; INPUT VARIABLES; LABORATORY TEST; LABORATORY TESTS; RHONE RIVER; SEDIMENT DEPOSITION; SEMI-EMPIRICAL APPROACH; SEMIEMPIRICAL MODELS; SWITZERLAND;

DIELECTRIC PROPERTIES; EROSION; FLOOD CONTROL; MORPHOLOGY; SEDIMENT TRANSPORT; SEDIMENTOLOGY; WEIRS;

EXPERIMENTS;

BEDLOAD; CHANNEL MORPHOLOGY; DEPOSITION; EMPIRICAL ANALYSIS; FLOOD CONTROL; FLOW MODELING; FLUME EXPERIMENT; LABORATORY METHOD; NUMERICAL MODEL; PREDICTION; SEDIMENT TRANSPORT; WEIR;

CENTRAL EUROPE; EURASIA; EUROPE; RHONE RIVER; SWITZERLAND;

EID: 70749159011     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L09-105     Document Type: Article

References (17)

1. Boillat, J.-L., Dubois, J., and Nillipour, N. 2006. Migration of a dredging pit in the Rhone River. In River Flow 2006: Proceedings of the International Conference on Fluvial Hydraulics, 6-8 September 2006, Lisbon, Portugal. Edited by R.M.L. Ferreira, E.C.T.L. Alves, J.G.A.B. Leal, and A.H. Cardoso. Taylor and Francis, London. pp. 1193-1202.
2. Borghei, S.M., Jalili, M.R., and Ghodsian, M. 1999. Discharge coefficient for sharp-crested side weir in subcritical flow. Journal of Hydraulic Engineering, 125(10): 1051-1056. doi:10.1061/ (ASCE)0733-9429(1999)125:10(1051).
3. Crobeddu, E., and Bennis, S. 2006. Suivi et validation des measures pour un déversoir d'orage latéral à seuil court. Canadian Journal of Civil Engineering, 33(3): 326-335.
4. Ghodsian, M. 2003. Supercritical flow over a rectangular side weir. Canadian Journal of Civil Engineering, 30(3): 596-600. doi:10. 1139/l03-004.
5. Hager, W.H. 1986 L'écoulement dans des déversoirs latéraux. Canadian Journal of Civil Engineering, 13(5): 501-509.
6. Hager, W.H. 1987. Lateral outflow over side weirs. Journal of Hydraulic Engineering, 113(4): 491-504. doi:10.1061/(ASCE)0733-9429(1987)113:4(491).
7. Keijzer, M., and Babovic, V. 1999. Dimensionally aware genetic programming. In Proceedings of the Genetic and Evolutionary Computation Conference (GECCO 1999), 13-17 July 1999, Orlando, Fla. Edited by W. Banzhaf, J.M. Daida, A.E. Eiben, M.H. Garzon, V. Honavar, M.J. Jakiela, and R.E. Smith. Morgan Kaufmann Publishers, San Fransisco, Calif.
8. Khorchani, M., and Blanpain, O. 2005. Development of a discharge equation for side weirs using artificial neural networks. Journal of Hydroinformatics, 7(1): 31-39.
9. Metflow. 2000. UVP monitor model UVP-XW user's guide. Metflow SA, Lausanne, Switzerland.
10. Meyer-Peter, E., and Muller, R. 1948. Formulas of bed-load transport. Report on the 2nd meeting of the IAHSR [today IAHR], Stockholm, Sweden. IAHR, Madrid, Spain. pp. 39-64.
11. Ranga Raju, K.G., Prasad, B., and Gupta, S.K. 1979. Side weir in rectangular channel. Journal of the Hydraulics Division, 105(5): 547-554.
12. Rosier, B. 2007a. Bed evolution due to lateral water withdrawal. In Proceedings of the 32nd IAHR Congress, 1-6 July 2007, Venice, Italy. [Abstractbook.] IAHR, Madrid, Spain. p. 788.
13. Rosier, B. 2007b. Interaction of a side weir overflow with bed-load transport and bed morphology in a channel. Ph.D. thesis 3872, Ecole Polytechnique Fédérale de Lausanne (EPFL), Lausanne, Switzerland. In Communication No. 34. Edited by A.J. Schleiss. Laboratory of Hydraulic Constructions (LCH), Ecole Polytechni-que Fédérale de Lausanne (EPFL), Lausanne, Switzerland. ISSN 1661-1179.
14. Rosier, B., Boillat, J.-L., and Schleiss, A.J. 2004. Mapping of bed morphology for lateral overflow using digital photogrammetry. In Proceedings of the 2nd International Conference on Scour and Erosion - ICSE-2, 14-17 November 2004, Singapore. Nanyang Technological University, Singapore.
15. Singh, R., and Satyanarayana, T. 1994. Automated field irrigation system using side weirs. Journal of Irrigation and Drainage Engineering, 120(1): 48-59. doi:10.1061/(ASCE)0733-9437(1994) 120:1(48).
16. Subramanya, K., and Awasthy, S.C. 1972. Spatially varied flow over side weirs. Journal of the Hydraulics Division, 98(HY1): 1-10.
17. Yalin, M.S. 1972. Mechanics of sediment transport. Pergamon Press, Oxford.