玉龙喀什水利枢纽工程枢纽布置及坝体填筑道路布置  

Complex Layout and Filling Road Layout for Dam Body in Yulong Kashi Water Conservancy Complex Project

作　　者：魏香鸿[1] 徐文林 WEI Xiang-hong;XU Wen-lin(Xinjiang Institute of Water&Hydropower Engineering Investigation,Design and Research,Urumqi 830000,China;Changjiang Institute of Survey,Planning,Design and Research,Wuhan 430010,China)

机构地区：[1]新疆水利水电勘测设计研究院,新疆乌鲁木齐830000 [2]长江勘测规划设计研究有限责任公司,湖北武汉430010

出　　处：《云南水力发电》2022年第11期153-156,共4页Yunnan Water Power

基　　金：国家重点研发计划(2017YFC0404904)。

摘　　要：玉龙喀什水利枢纽工程位于新疆和田地区山区,现代河床呈一槽状河谷,正常蓄水位2170m时,河谷宽约440m。大坝坝高233.5m,填筑总量约1500×10^(4)m^(3),坝体填筑工期5.5a,填筑高峰强度约45×10^(4)m^(3)/月。通过研究坝体填筑上坝方式结合枢纽布置,提出大坝填筑进度保证率高、枢纽布置较优、工程投资较省的布置方案。Yulong Kashi Water Conservancy Complex Project is located in the mountainous area of Hetian.The modern riverbed is a trough-shaped valley.When the normal water level is 2170m,the width of the valley is 440m.The dam is 233.5m high with a total filling volume of about 1500×10^(4)m^(3).The filling period of the dam body is 5.5 years and the peak filling intensity is about 1500×10^(4)m^(3)per month.By studying the way of dam filling and the layout of complex,this paper presents a layout scheme with high guarantee rate of dam filling progress,better layout of complex and less investment.

关 键 词：坝体分区 填筑强度 坝后之字路 左右岸分层交通 填筑保障率 

分 类 号：TV222[水利工程—水工结构工程]