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作 者:郑金德 粟忠 范玉洁 许景璇 李勇军 苏钊 吴树诚 方荣杰[1,2] Zheng Jinde;Su Zhong;Fan Yujie;Xu Jingxuan;Li Yongjun;Su Zhao;Wu Shucheng;Fang Rongjie(Guangxi Key Laboratory of Environmental Pollution Control Theory and Technology,GuilinUniversity of Technology,Guilin,Guangxi 541004,China;Collaborative Innovation Centerfor Water Pollution Control and Water Safety in Karst Areas,Guilin University of Technology,Guilin,Guangxi 541004,China;Guilin Hydrological Center,Guilin,Guangxi 541001,China)
机构地区:[1]桂林理工大学,广西环境污染控制理论与技术重点实验室,广西桂林541004 [2]桂林理工大学,岩溶地区水污染控制与用水安全保障协同创新中心,广西桂林541004 [3]桂林水文中心,广西桂林541001
出 处:《绿色科技》2022年第4期16-19,28,共5页Journal of Green Science and Technology
基 金:广西矿冶与环境科学实验中心(编号:KH2012ZD004);广西高等学校高水平创新团队及卓越学者计划项目(编号002401013001);桂林市科学研究与技术开发计划重大专项(编号:20180102-2)。
摘 要:为探求漓江流域上游河段干支流的流量演进过程,基于该河段主要干支流上的三街水文站、灵川水文站和桂林水文站的每日实测流量数据资料,以演算出流量与实测出流量的离差平方和最小为主要判据,直接推导出了马斯京根法的河道流量演算系数C_(0)、C_(1)、C_(2)(0.37;0.62;0.01)。用所推求得到的系数模拟漓江上游河段的流量演进过程,并对该河段的流量演进过程进行了分析。结果表明:流量演算值的确定性系数为0.812,相关系数为0.940,达到了乙级标准,演算结果可靠,可为桂林市的洪水预报作业提供参考依据。In order to explore the flow evolution process of the main and tributary streams in the upper reaches of the Lijiang River Basin,the flow is calculated based on the daily measured flow data of the Sanjie Hydrological Station,Lingchuan Hydrological Station and Guilin Hydrological Station on the main trunk and tributaries of the river.The main criterion is the minimum sum of squared deviations from the measured flow,and the coefficients C_(0),C_(1) and C_(2)(0.37;0.62;0.01)of the river flow calculation of the Muskingen method are directly derived.The calculated coefficient was used to simulate the flow evolution process of the upper reaches of the Lijiang River,and the flow evolution process of this section was analyzed.The results show the certainty coefficient of the calculated flow value was 0.812,and the correlation coefficient was 0.940,which meets the Grade B standard.The calculation result was reliable and could provide reference for the flood forecasting operation in Guilin.
分 类 号:X143[环境科学与工程—环境科学]
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