Overbank flow in symmetrically narrowing floodplains

被引:62
作者
Bousmar, D
Wilkin, N
Jacquemart, JH
Zech, Y
机构
[1] Fonds Natl Rech Sci, B-1348 Louvain, Belgium
[2] Univ Catholique Louvain, Dept Civil Engn, Hydraul Unit, B-1348 Louvain, Belgium
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2004年 / 130卷 / 04期
关键词
flood plains; one-dimensional models; experimental data; channel flow; secondary flow; geometry;
D O I
10.1061/(ASCE)0733-9429(2004)130:4(305)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Experimental data are presented for flow in compound channels with symmetrically narrowing floodplains. In such a geometry, the flow behavior presents similarities with the more complex flow in a meandering compound channel, yet without the curvature effects, because of mass transfers between the floodplains and the main channel, and secondary currents induced in the main channel. An estimation of the momentum transfer generated by the mass transfer is found significant compared to the frictional losses. It mainly depends on the geometrical parameters and is practically independent of the friction slope. Free-surface profile computations are performed with the exchange discharge model (EDM) to incorporate the effects of the momentum transfer in terms of an additional head loss. Agreement was found between measured and computed water surfaces, thus validating the EDM approach.
引用
收藏
页码:305 / 312
页数:8
相关论文
共 16 条
[1]   HYDRAULIC DESIGN OF 2-STAGE CHANNELS [J].
ACKERS, P .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MARITIME AND ENERGY, 1992, 96 (04) :247-257
[2]  
[Anonymous], 1964, Houille blanche, DOI DOI 10.1051/LHB/1964044
[3]   Momentum transfer for practical flow computation in compound channels [J].
Bousmar, D ;
Zech, Y .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (07) :696-706
[4]  
Bousmar D, 2002, Flow modelling in compound channels.
[5]   SERC FLOOD CHANNEL FACILITY - SKEWED FLOW EXPERIMENTS [J].
ELLIOTT, SCA ;
SELLIN, RHJ .
JOURNAL OF HYDRAULIC RESEARCH, 1990, 28 (02) :197-214
[6]   Two-dimensional solution for straight and meandering overbank flows [J].
Ervine, DA ;
Babaeyan-Koopaei, K ;
Sellin, RHJ .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2000, 126 (09) :653-669
[7]   FACTORS AFFECTING CONVEYANCE IN MEANDERING COMPOUND FLOWS [J].
ERVINE, DA ;
WILLETTS, BB ;
SELLIN, RHJ ;
LORENA, M .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1993, 119 (12) :1383-1399
[8]  
French RH, 1985, OPEN CHANNEL HYDRAUL
[9]   DEVELOPMENT OF A SIMPLE METHOD TO PREDICT DISCHARGES IN COMPOUND MEANDERING CHANNELS [J].
GREENHILL, RK ;
SELLIN, RHJ .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MARITIME AND ENERGY, 1993, 101 (01) :37-44
[10]  
JASEM HK, 1990, THESIS U GLASGOW GLA