摘要
上海外高桥电厂水域在一期工程建成后 ,发生严重淤积。二期工程的取、排水口布置 ,与该区域的淤积关系甚大。本文分析了该区域的淤积变化和淤积原因 ,并用经过验证的公式估算淤积后的水深 ,初步给出建码头区及取水口区的中潮位下极限淤积图形。
A serious deposition has been observed in the basin of the intake of the WEPP since its first stage was completed. The engineering layout of its second stage has a close relationship with sedimentation. After analyzing the reason of sedimentation in the basin, the ultimate sedimentation thickness and flow depth under the mean tidal level in the area of the intake of the second stage of the WEPP are estimated by the calibrated formulas.
出处
《泥沙研究》
CSCD
北大核心
2001年第5期67-72,共6页
Journal of Sediment Research
关键词
电厂
水域
淤积分析
极限淤积估算
上海
潮位
排水口
取水口
Basin of the power plant
Sedimentation analyses
Estimation of the ultimate sedimentation
