Environmental impacts of coordinated sediment flushing

被引:19
作者
Liu, J
Minami, S
Otsuki, H
Liu, BY
Ashida, K
机构
[1] NEWJEC Inc, Dept River & Coastal Engn, Chuo Ku, Osaka 5420082, Japan
[2] Hydrosoft Technol Inst Co Ltd, Nishi Ku, Osaka 5500015, Japan
[3] Kyoto Univ, Kyoto, Japan
[4] Res Inst & Watershed Environm Management, Chuo Ku, Tokyo 1040042, Japan
关键词
bed evolution; bed load; bed material load; environmental impact; sediment flushing; sediment mixture; sediment transport; suspended load; wash load;
D O I
10.1080/00221686.2004.9641216
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The environmental impacts of sediment flushing are predicted by a one-dimensional model for prediction and evaluation of sediment flushing (PESF1D). The model computes one-dimensional unsteady flow and non-equilibrium transport of non-uniform sediment mixtures. In the sediment transport module, bed material load is taken as sediment mixtures for calculating the bed evolution and wash load concentration is computed in consideration of the mixing action between the fine sediments in the flowing water and bed porewater. The influences of tributaries on the concentrations are taken into account in diffusion equations of wash load and suspended load. The non-uniform property of the bed material load is modeled by introduction of a mixing layer, transition layer and deposition strata. PESF1D was calibrated on the basis of the observations during the concerted flushing at Dashidaira and Unazuki reservoirs in 2001. The suspended solid concentrations predicted for potential flushing in 2002 are in good agreement with the measurements during the concerted flushing in July 2002. The dissolved oxygen concentration of the lower Kurobe River would not have strong relationship to the suspended solid concentration. The sediment budget shows the riverbed has been eroded after completion of Unazuki dam in 2001.
引用
收藏
页码:461 / 472
页数:12
相关论文
共 23 条
[1]  
Ackers P., 1973, J HYDRAULIC DIVISON, V99, P2041, DOI DOI 10.1002/9781118669709
[2]  
[Anonymous], 1956, T JPN SOC CIV ENG, DOI DOI 10.2208/JSCEJ1949.1956.41_1
[3]  
Ashida K., 1972, P JAPAN SOC CIVIL EN, P59, DOI [DOI 10.2208/JSCEJ1969.1972.206_59, 10.2208/jscej1969.1972.206_59]
[4]  
ASHIDA K, 1980, DISASTER PREVENTION, V23, P413
[5]  
BOUCHARD JP, 2000, INT WORKSH S RES SED, P61
[6]  
Chang H.H., 1988, Fluvial Processes in River Engineering
[7]  
EGASHIRA S, 1989, INT WORKSH FLUV HYDR, pA31
[8]  
Engelund F., 1972, MONOGRAPH SEDIMENT T
[9]  
Graf W.H., 1971, HYDRAULICS SEDIMENT
[10]  
HABARA S, 2001, MEASURES SEDIMENT DA