| 长春市新立城水库除险加固工程土坝基础防渗处理浅析 |
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| 引用本文： | 焦景辉,;陆文婷,;赵宪女.长春市新立城水库除险加固工程土坝基础防渗处理浅析[J].长春工程学院学报(自然科学版),2014(2):73-75. |
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| 作者姓名： | 焦景辉 ;陆文婷 ;赵宪女 |
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| 作者单位： | [1]吉林省水利水电勘测设计研究院,长春130021; [2]长春工程学院机电工程学院,长春130012 |
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| 摘 要： | 长春市新立城水库位于伊通河中上游,位于长春市东南16km。2007年水利部大坝安全管理中心评定:新立城水库为Ⅲ类坝,建议进行除险加固。根据新立城水库土坝基础的渗漏及地质情况,对坝基进行了高压摆喷的工程处理措施。
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| 关 键 词： | 新立城水库 土坝基础处理 高喷防渗墙 |
Changchun new earth dam foundation seepage control and reinforcement dam reservoir project processing |
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| Institution: | JIAO Jing- hui, eet. (Jilin Province Water Conservancy and Hydropower Investigation and Design Institute ,Changchun 130021 ,China) |
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| Abstract: | Xinlicheng Reservoir in Changchun City is located in the upper reaches of Yitong River, and in southeast 16 km of Changchun City. In 2007,Dam Safety Management Center of the Ministry of the Water Resources assessed Xinlicheng Reservoir as class Ⅲ dam,and proposed to eliminate the danger and make the reinforcement. According to leaks and geological conditions in Xinlicheng earth dam foundation, the high pressure spray treatments are put on dam foundation. |
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| Keywords: | Xinlicheng Reservoir dam foundation treatment high pressure cutoff |
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