GEOMORPHIC RESPONSE TO RIVER FLOW REGULATION - CASE-STUDIES AND TIME-SCALES

被引:148
作者
CHURCH, M
机构
[1] Department of Geography, University of British Columbia, Vancouver, British Columbia
来源
REGULATED RIVERS-RESEARCH & MANAGEMENT | 1995年 / 11卷 / 01期
关键词
CHANNEL ADJUSTMENT; FLOW REGULATION; GRAVEL BEDS; RIPARIAN ZONES; RIVER MORPHOLOGY; SAND BEDS; SEDIMENT TRANSPORT; TIME-SCALES;
D O I
10.1002/rrr.3450110103
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
River regulation imposes-primary changes on flow and sediment transfer, the principal factors governing the alluvial channel regime. In this study, the effect of flow regulation is isolated from sediment delivery. Peace River ((Q) over bar = 1080 m(3) s(-1), increasing to 2110 m(3) s(-1) downstream) was regulated in 1967 for hydropower. The gravel-bed reach immediately downstream from the dam has become stable. Gravel accumulates at major tributary junctions, so the river profile is becoming stepped. Further downstream, the river has a sand bed. It can still transport sand, so morphological changes along the channel include both aggradation and channel narrowing by lateral accretation. In the gravel-bed Kemano River ((Q) over bar = 150 m(3) s(-1)), the addition of water by diversion from another river caused degradation when additional bed material was entrained below the inflow point. However, the effect became evident only after many years, when a competent flood occurred. The short-term response was channel widening. The time-scale for the response depends on the size of the river and the nature and severity of regulation. In both rivers, significant adjustment will require centuries and will intimately involve the riparian forest.
引用
收藏
页码:3 / 22
页数:20
相关论文
共 30 条
  • [1] Bray D.I., Regime equations for gravel‐bed rivers, Gravel‐bed Rivers: Fluvial Processes, Engineering and Management, pp. 517-552, (1982)
  • [2] Church M., pp. 169-180, (1983)
  • [3] Church M., Rood K.M., (1982)
  • [4] Church M., Kellerhals R., Day T.J., Regional clastic sediment yield in British Columbia, Can. J. Earth Sci., 26, pp. 31-45, (1989)
  • [5] de Vries M., pp. 17-23, (1975)
  • [6] Desloges J.R., Church M., Wandering, gravel‐bed rivers: Canadian landform examples—13, The Canadian Geographer/Le Géographe canadien, 33, pp. 360-364, (1989)
  • [7] Dury G.H., Discharge prediction, present and former, from channel dimensions, J. Hydrol., 30, pp. 219-245, (1976)
  • [8] (1986)
  • [9] Ferguson R.I., Hydraulics and hydraulic geometry, Prog. Phys. Geogr., 10, pp. 1-31, (1986)
  • [10] Galay V.J., Causes of river bed degradation, Wat. Resour. Res., 19, pp. 1057-1090, (1983)