摘要
本文着重分析研究在汉江襄樊至利河口河段航运开发工程中,丹江口水库调节控制后,红山头至薛家脑63km游荡性河段河床与浅滩的演变规律,并初步提出本游荡性河段航道整治原则与措施。
This paper makes analysis on the navigation development engineering which runs from Xiangfan to Lihekou along Hanjiang River, and puts stress on the river processes of river bed and deposited area within the river reach from Hongsha-ntou to Xuejialao, with a distance of 63km, after the operation of regulation control of Danjiangkou hydro -junction. The regulation principle and effective measures to be taken for this meandering reach are put forward in this paper.
出处
《水运工程》
北大核心
1991年第12期27-33,共7页
Port & Waterway Engineering
