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南水北调中线渠道控制计算模型
引用本文:吴泽宇,周斌.南水北调中线渠道控制计算模型[J].人民长江,2000,31(5):10-11.
作者姓名:吴泽宇  周斌
作者单位:1. 长江水利委员会,设计院,湖北,武汉,430010
2. 长江水利委员会,南水北调中线工程项目办公室,湖北,武汉,430010
摘    要:南水北调中线总干渠线路长、供水范围广,沿线分光口门多,做好总干渠的运行控制十人刀要。闸前常水位和控制容量方式是中线最合适的控制方式。根据中线工程总体设计成果,分别为这两种运行方式研制渠道控制计算模型。由用水户的分水流量和计算模型可以出渠道节制闸的最终闸门开度,供调度使用。

关 键 词:渠道控制  计算模型  控制容量  南水北调中线工程

Computation model for channel flow control of the Middle Route Project for S-to-N Water Transfer
WU Ze-yu,ZHOU Bin.Computation model for channel flow control of the Middle Route Project for S-to-N Water Transfer[J].Yangtze River,2000,31(5):10-11.
Authors:WU Ze-yu  ZHOU Bin
Abstract:The main trunk channel of the Middle Route Project for South-to-North Water Transfer has a long route,a vast water supply district and numerous water-diverting outlets along the channel,so it is necessary to well operate and control the main trunk channel.Maintaining constant water levels at sluices and controlling water storage capacities of all channel reaches are the most suitable control modes.Based on the general design results,two computation models for controlling the channel flow by means of maintaining constant water levels at sluices and controlling water storage capacities of channel reaches are developed.The gate opening of a regulating sluice can be determined by the computation model and according to diversion discharges of water users.The computation model can be used for the water supply regulation.
Keywords:channel flow control  computation model  constant water level at sluice  water storage capacity control  
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