Cyclic erosional instability of sandbars along the Colorado River, Grand Canyon, Arizona

被引:11
|
作者
Dexter, LR
Cluer, BL
机构
[1] No Arizona Univ, Dept Geog, Flagstaff, AZ 86011 USA
[2] Natl Pk Serv, Div Water Resources, Ft Collins, CO 80525 USA
关键词
sandbar; fluvial erosion; image analysis; Colorado River; Grand Canyon National Park; Glen Canyon Dam;
D O I
10.1111/1467-8306.00144
中图分类号
P9 [自然地理学]; K9 [地理];
学科分类号
0705 ; 070501 ;
摘要
The study and management of regulated rivers have become important issues. A prime example is Glen Canyon Dam and its operational impacts on the downstream environment in Grand Canyon National Park, Arizona. We present an overview of the Glen Canyon Dam environmental issue, a novel methodology for monitoring dam impacts on alluvial sediments, and three years of study relating to the stability of alluvial deposits along the Colorado River. This research uses oblique photographs taken daily, automatically, from twenty-one fixed position programmable cameras. Digital image-processing techniques created planimetric models of sandbar area from the photos for the period of March 1993 through May 1995. The technique allowed daily tracking of sandbar areas for detection of rapid erosional events. We demonstrated that rapid erosional events occur commonly on Grand Canyon sandbars. Sandbars are unstable over the study period, especially the first two years. Most of the rapid erosional events are associated with weekend or seasonal reduction in flow. Sandbar area frequency is bimodal with negative kurtosis, indicating that measurements taken at long time-steps are not likely to document mean area but rather minima or maxima. Time-series analysis suggests that periods of relative stability occur between rapid area reducing events. Sandbars appear to adjust in two modes, a short-term adjustment mode occurring over hours and a long-term adjustment mode over days to weeks. The understanding and minimization of rapid-failure events should be increased, and the phenomenon needs to be addressed in any comprehensive sediment management plan.
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页码:238 / 266
页数:29
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