检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
出 处:《长江科学院院报》2002年第B09期21-24,共4页Journal of Changjiang River Scientific Research Institute
摘 要:利用不平衡输沙原理,对汉江中下游河道进行不同调水方案的冲淤计算及河势变化分析。计算成果表明:河道冲刷量调水145亿m3方案小于调水15亿m3方案;水位下降值调水145亿m3方案也较调水15亿m3方案的小。调水145亿m3后,下游水量减少,给汉江中下游河势、防洪、引水和航运带来一定的影响,须开辟其它水源或修建工程满足汉江中下游工农业生产及航运用水的需要。The disequilibrium sediment transfer principle was utilized to calculate river erosion?deposition and to analyze river regime changes for the middle and lower reaches of the Hanjiang River for different water transfer schemes. The calculation results indicated that in aspect of river?reach erosion amount the diversion water 145×108 m3 scheme is less than that of 15×108 m3 scheme, and for the descents of water level, the former is smaller than the latter. Owing to water transfer 145×108 m3, the river regime, flood control and navigation will cause certain affections to the middle and lower reaches of the Hanjiang River, so a new water source must be developed to satisfy the demands of industry, agriculture, navigation and ecological environment for this region.
关 键 词:南水北调工程 冲刷量 水位 数学模型 汉江中下游 防洪
分 类 号:TV68[水利工程—水利水电工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.31