Experiments on upstream-migrating erosional narrowing and widening of an incisional channel caused by dam removal

被引:73
作者
Cantelli, A
Paola, C
Parker, G
机构
[1] Univ Genoa, Dept Environm Engn, I-16121 Genoa, Italy
[2] Univ Minnesota, Dept Geol & Geophys, Minneapolis, MN 55455 USA
[3] Univ Minnesota, St Anthony Falls Hydraul Lab, Minneapolis, MN 55414 USA
[4] Univ Minnesota, Inst Technol, Dept Civil Engn, Minneapolis, MN USA
关键词
erosional; narrowing; erosional widening; Dam Removal; Reservoir; Froude Similitude; delta front propagation;
D O I
10.1029/2003WR002940
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
[1] The present paper reports on a laboratory investigation of the erosion of a deltaic front induced by the removal of a dam. We built a laboratory model of a dam, and observed both the sedimentation in the reservoir due to the downstream propagation of a delta front and the erosion of the delta front during dam removal, including measurement of channel morphology and flow field. The experiments provide a detailed view of a phenomenon that has not been described in detail to date: erosional narrowing. After the sudden removal of a dam, the flow incises into the reservoir deposit, first rapidly and then more slowly. During the initial period of rapid incision the width of the channel can in some circumstances undergo rapid and substantial narrowing, all the while incorporating sediment from its sidewalls. As the rate of incision slows, the channel first stops narrowing and then enters a phase of slow widening. This pattern of narrowing followed by widening tends to propagate upstream. The minimum channel width attained at a cross section, however, increases with upstream distance from the dam. While the period of erosional narrowing is very short, the incision is so intense that large amounts of sediment are delivered downstream in a short period of time. The process thus has practical implications in regard to the strategy of dam removal. Undistorted Froude similitude is used to scale the results up to field dimensions.
引用
收藏
页码:W033041 / W0330412
页数:12
相关论文
共 19 条
[1]  
Batuca D.G., 2000, Silting and desilting of reservoirs
[2]  
CAZANCLI D, 2002, J HYDRAUL ENG, V128
[3]  
CUI Y, 2004, IN PRESS J HYDRAUL R
[4]   Channel adjustments following two dam removals in Wisconsin [J].
Doyle, MW ;
Stanley, EH ;
Harbor, JM .
WATER RESOURCES RESEARCH, 2003, 39 (01) :ESG21-ESG215
[5]  
Ettema R., 2000, ASCE MANUAL, V97
[6]  
Graf W.H., 1971, HYDRAULICS SEDIMENT
[8]   Progradational sand-mud deltas in lakes and reservoirs. Part 1. Theory and numerical modeling [J].
Kostic, S ;
Parker, G .
JOURNAL OF HYDRAULIC RESEARCH, 2003, 41 (02) :127-140
[9]   Progradational sand-mud deltas in lakes and reservoirs. Part 2. Experiment and numerical simulation [J].
Kostic, S ;
Parker, G .
JOURNAL OF HYDRAULIC RESEARCH, 2003, 41 (02) :141-152
[10]   Role of turbidity currents in setting the foreset slope of clinoforms prograding into standing fresh water [J].
Kostic, S ;
Parker, G ;
Marr, JG .
JOURNAL OF SEDIMENTARY RESEARCH, 2002, 72 (03) :353-362