摘要
以朱家隈子水库为例,根据灌区实际情况,所选渠道部分有足够长度;为了确保测试的准确性和数据的可靠性,满足相关规范需求,通过对朱家隈子水库灌区渠系用水系数试验结果的分析计算可知,实测干渠渠道利用系数为0.9036,灌区渠系水利用系数为0.5840,分析成果可供相关部门及灌溉用水期参考。
Taking Zhujiawei Reservoir as an example,according to the actual situation of the irrigation area,the selected channel part has sufficient length:In order to ensure the accuracy of the test and the reliability of the data,and meet the requirements of relevant regulations,the channel of the Zhujiawei Reservoir irrigation area is passed Analyzing and calculating the test results of water use coefficient,the measured utilization coefficient is 0.9036,which is only for reference by relevant departments and irrigation water period.
作者
贾皓翔
JIA Haoxiang(Liaoning Provincial Agricultural Development Service Center,Shenyang 110003,China)
出处
《水科学与工程技术》
2021年第6期48-51,共4页
Water Sciences and Engineering Technology
关键词
渠道水利用系数
测定
灌区
计算
朱家隈子水库
channel water utilization coefficient
determination
irrigation area
calculation
Zhujiawei Reservoir