Geomorphic signature of a dammed Sandy River: The lower Trinity River downstream of Livingston Dam in Texas, USA

被引:32
作者
Smith, Virginia B. [1 ]
Mohrig, David [2 ]
机构
[1] Villanova Univ, Dept Civil & Environm Engn, Villanova, PA 19085 USA
[2] Univ Texas Austin, Dept Geol Sci, Austin, TX 78712 USA
基金
美国国家科学基金会;
关键词
Fluvial geomorphology; Sediment transport; Dam; Incision; SEDIMENT TRANSPORT; LOAD; REGIME;
D O I
10.1016/j.geomorph.2017.09.015
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Reservoirs behind dams act as deposition sites for much of the sediment being transported by rivers. As a result, the downstream river flow can be well below the transport capacity for bed-material. This promotes bed erosion and other geomorphic changes over some length of river located immediately downstream from a dam. These adjustments have been characterized for the Trinity River, TX, downstream of Livingston Dam. Field measurements and results from a 1D numerical model define a 50-60 river kilometer segment of river undergoing bed erosion as the transport capacity for bed material is reestablished. Consequences of this erosion include lowering of the channel bed, reduction in the sediment volume of channel bars, coarsening of sediment on bar tops, steepening of channel banks, and reduction in lateral migration rates of river bends. Repeat surveys of the river long profile reveals that 40 yr of dam closure has produced up to seven meters of channel-bottom incision downstream of the dam, transforming an initially linear profile into a convex-up long profile. The model output matches this observed change, providing confidence that calculated estimates for spatial and temporal changes in bed-material sediment flux can be used to explore the long-term signature of dam influence on the geomorphology of a sand-bed channel. Measurements of channel geometry, profile, lateral migration, and grain size of the lower Trinity River with distance downstream define both the trend and expected variability about the trend associated with the disruption to the bed-material load. (c) 2017 Elsevier B.V. All rights reserved.
引用
收藏
页码:122 / 136
页数:15
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