Han River to Wei River Water Diversion Project in Shaanxi Province is an inter-basin water diversion project approved by the State Council in 2005,which is a key hydraulic project in the 12th Five-Year Plan of China.I...Han River to Wei River Water Diversion Project in Shaanxi Province is an inter-basin water diversion project approved by the State Council in 2005,which is a key hydraulic project in the 12th Five-Year Plan of China.It is expected to solve water resources shortage in the Guanzhong area of Shaanxi Province,effectively curb the deterioration of ecological environment in Wei River and reduce environmental geological disasters in the Guanzhong area.It is a strategic project for optimal allocation of water resources by adjusting the distribution of water resources in Shaanxi Province and promoting the economic development of the Guanzhong-Tianshui Economic Zone.Implementation of the project is of great importance to the sustainable economic and social development of the Guanzhong area.The project crosses the Yangtze River and Yellow River basins and passes through the Qinling Mountain.The huge-scale project has a profound historic impact on the economic development in the region.展开更多
In this paper, according to the rule of unbalanced sediment transport and the analysis of field data, different water diversion schemes were theoretically studied, including the erosion and sedimentation trend as well...In this paper, according to the rule of unbalanced sediment transport and the analysis of field data, different water diversion schemes were theoretically studied, including the erosion and sedimentation trend as well as their impacts on the environment of the middle and lower reaches of the Hanjiang River. The results showed that the 95×10 8m 3 water diversion scheme will cause less erosion and water level decrease than the 15×10 8m 3 water diversion scheme. Using a water diversion scheme of 95×10 8m 3, the decrease of water quantity can impact the river hydrodynamic regime substantially and the environments of the middle and lower reaches of the Hanjiang River will be greatly affected. It is therefore necessary to develop new water resources or build projects to meet the need of the environment and the needs for navigation.展开更多
底栏栅式渠首是新疆粗颗粒山溪性河流引水防沙枢纽的首选类型,但实践运用表明,当引水量超过30 m 3/s时,渠首冲沙有利、工程布置紧凑的优势逐渐丧失,后期运行管理效益大打折扣。为此在保留原有布置优势的情况下,以扩大底栏栅引水流量为目...底栏栅式渠首是新疆粗颗粒山溪性河流引水防沙枢纽的首选类型,但实践运用表明,当引水量超过30 m 3/s时,渠首冲沙有利、工程布置紧凑的优势逐渐丧失,后期运行管理效益大打折扣。为此在保留原有布置优势的情况下,以扩大底栏栅引水流量为目标,提出了“⊥”型廊道新结构及优化布置方案,新结构在原垂直水流方向“—”型廊道结构基础上增设了顺水流方向“|”型廊道(根据流量的大小可布置双排甚至多排“|”型廊道),并结合底栏栅水流动力方程及取水流量计算方法得到了“⊥”型廊道取水流量的计算方法。随后以新疆头屯河渠首为例,在保持原平面布置不变的情况下引入“⊥”型廊道新结构,其引水量可达48.96 m 3/s,提升了39.89%,工程造价降低了63.46%。“⊥”型廊道新结构及布置方案突破了传统底栏栅式渠首设计引水流量相对较小的限制,拓宽了底栏栅式渠首的适用范围,还提高了经济效益,可为此类工程提供新的工程方案。展开更多
文摘Han River to Wei River Water Diversion Project in Shaanxi Province is an inter-basin water diversion project approved by the State Council in 2005,which is a key hydraulic project in the 12th Five-Year Plan of China.It is expected to solve water resources shortage in the Guanzhong area of Shaanxi Province,effectively curb the deterioration of ecological environment in Wei River and reduce environmental geological disasters in the Guanzhong area.It is a strategic project for optimal allocation of water resources by adjusting the distribution of water resources in Shaanxi Province and promoting the economic development of the Guanzhong-Tianshui Economic Zone.Implementation of the project is of great importance to the sustainable economic and social development of the Guanzhong area.The project crosses the Yangtze River and Yellow River basins and passes through the Qinling Mountain.The huge-scale project has a profound historic impact on the economic development in the region.
文摘In this paper, according to the rule of unbalanced sediment transport and the analysis of field data, different water diversion schemes were theoretically studied, including the erosion and sedimentation trend as well as their impacts on the environment of the middle and lower reaches of the Hanjiang River. The results showed that the 95×10 8m 3 water diversion scheme will cause less erosion and water level decrease than the 15×10 8m 3 water diversion scheme. Using a water diversion scheme of 95×10 8m 3, the decrease of water quantity can impact the river hydrodynamic regime substantially and the environments of the middle and lower reaches of the Hanjiang River will be greatly affected. It is therefore necessary to develop new water resources or build projects to meet the need of the environment and the needs for navigation.
文摘底栏栅式渠首是新疆粗颗粒山溪性河流引水防沙枢纽的首选类型,但实践运用表明,当引水量超过30 m 3/s时,渠首冲沙有利、工程布置紧凑的优势逐渐丧失,后期运行管理效益大打折扣。为此在保留原有布置优势的情况下,以扩大底栏栅引水流量为目标,提出了“⊥”型廊道新结构及优化布置方案,新结构在原垂直水流方向“—”型廊道结构基础上增设了顺水流方向“|”型廊道(根据流量的大小可布置双排甚至多排“|”型廊道),并结合底栏栅水流动力方程及取水流量计算方法得到了“⊥”型廊道取水流量的计算方法。随后以新疆头屯河渠首为例,在保持原平面布置不变的情况下引入“⊥”型廊道新结构,其引水量可达48.96 m 3/s,提升了39.89%,工程造价降低了63.46%。“⊥”型廊道新结构及布置方案突破了传统底栏栅式渠首设计引水流量相对较小的限制,拓宽了底栏栅式渠首的适用范围,还提高了经济效益,可为此类工程提供新的工程方案。
