EROSION OF RIVER SANDBARS BY DIURNAL STAGE FLUCTUATIONS IN THE COLORADO RIVER IN THE MARBLE AND GRAND CANYONS: FULL-SCALE LABORATORY EXPERIMENTS

被引:19
作者
Alvarez, L. V. [1 ]
Schmeeckle, M. W. [1 ]
机构
[1] Arizona State Univ, Sch Geog Sci & Urban Planning, Tempe, AZ 85287 USA
基金
美国国家科学基金会;
关键词
sandbars; seepage erosion; mass failure; Colorado River; Grand Canyon; dam operation; regulated rivers; GRAIN-SIZE; SEDIMENT TRANSPORT; HUMPBACK CHUB; FLOW; INSTABILITY; DISCHARGE; DEPOSITS; STORAGE; MODEL; DAM;
D O I
10.1002/rra.2576
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This research examines the mass failure and seepage erosion of sandbars due to rapid fluctuations in river stage using a full-scale laboratory model. Hydroelectric dams operated to provide electricity at peak demand produce rapid river stage fluctuations. During decreasing river stage, the groundwater table becomes higher than the river stage, increasing pore water pressures and exfiltrating groundwater. This can cause seepage erosion and mass failures in the banks and bars. In the Colorado River in the Marble and Grand Canyons, maximal downramp and upramp rates have been imposed on the Glen Canyon Dam operations. Our experiments research the efficacy of these discharge ramp rate restrictions to reduce sandbar erosion. The laboratory model consists of a two-dimensional sandbar face (8 m long, 2.5 m high and 0.5 m wide). Multiple experiments were conducted in a range of slopes, varying from 12 degrees to 26 degrees. An analysis of historical and current ramp rates at 47 locations along the river provided the basis of laboratory downramp rates in the range from 0.1 to 0.6 m h(-1). Results show that bank stability is reached at a slope of approximately 14 degrees. The erosion of intermediate slopes (18 degrees - 22 degrees) is controlled by seepage erosion, whereas the erosion of steep slopes (26 degrees) is governed by mass failures. Erosion rates per diurnal cycle do not depend on ramp rates, but they increase with sandbar steepness. Therefore, steep sandbar faces would rapidly erode by mass failure and seepage erosion to shallower stable slopes in the absence of other erosion processes, regardless of dam discharge ramp rates. Our experiments only address seepage erosion and mass failure; increasing the daily magnitude and/or duration of peak discharge may increase the erosion of bars by turbulent sediment transport. Copyright (c) 2012 John Wiley & Sons, Ltd.
引用
收藏
页码:839 / 854
页数:16
相关论文
共 46 条
[1]   WAVES AND SANDBAR EROSION IN THE GRAND-CANYON - APPLYING COASTAL THEORY TO A FLUVIAL SYSTEM [J].
BAUER, BO ;
SCHMIDT, JC .
ANNALS OF THE ASSOCIATION OF AMERICAN GEOGRAPHERS, 1993, 83 (03) :475-497
[2]  
Beus S.S., 1992, The influence of variable discharge regimes on Colorado River sand bars below Glen Canyon Dam: Final Report to the National Park Service
[3]   INSTABILITY OF SANDBARS IN GRAND-CANYON [J].
BUDHU, M ;
GOBIN, R .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1994, 120 (08) :919-933
[4]   SEEPAGE-INDUCED SLOPE FAILURES ON SANDBARS IN GRAND-CANYON [J].
BUDHU, M ;
GOBIN, R .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1995, 121 (08) :601-609
[5]   CYCLIC FLUVIAL PROCESSES AND BIAS IN ENVIRONMENTAL MONITORING, COLORADO RIVER IN GRAND-CANYON [J].
CLUER, BL .
JOURNAL OF GEOLOGY, 1995, 103 (04) :411-421
[6]  
Converse YK, 1998, REGUL RIVER, V14, P267, DOI 10.1002/(SICI)1099-1646(199805/06)14:3<267::AID-RRR501>3.0.CO
[7]  
2-5
[8]   Numerical simulation of widening and bed deformation of straight sand-bed rivers .1. Model development [J].
Darby, SE ;
Thorne, CR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1996, 122 (04) :184-193
[9]   Coupled simulations of fluvial erosion and mass wasting for cohesive river banks [J].
Darby, Stephen E. ;
Rinaldi, Massimo ;
Dapporto, Stefano .
JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2007, 112 (F3)
[10]  
Draut A. E., 2008, US GEOLOGICAL SURVEY, P79