上海外高桥电厂取、排水域中潮位下极限淤积估算  

Estimation of Ultimate Sedimentation under the Mean Tidal Level in the Basin of Intake and Output of the Wai Gao Qiao Electric Power Plant (WEPP) in Shanghai

作　　者：罗勇[1] 罗肇森[1] 

机构地区：[1]南京水利科学研究院,江苏南京210029

出　　处：《泥沙研究》2001年第5期67-72,共6页Journal of Sediment Research

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.

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 

分 类 号：TV732[水利工程—水利水电工程]