有关于防渗高压围堰

论文片段—江河左岸，厂房纵轴线方位角为NE43°30′。-以上为可参考的写作提示上\下游围堰高压摆喷防渗+纵向围堰粘土芯墙方案与粘土斜墙防渗方案经济和技术可行性分析
【摘要】水电站施工导流工程中围堰防渗体的型式具有多样性，从现场施工条件、质量、工期以及成本的角度出发，将粘土斜墙防渗体与上、下游围堰高压摆喷防渗体纵向围堰粘土芯墙防渗体两种型式分析比对，形成一项新防渗技术，可为其它的坝（堰）防渗处理借鉴论文。
【关键词】导流工程；高压摆喷；粘土心墙；粘土斜墙；分析
Abstract: The types of cofferdam impervious body during the construction of hydropower station own great diversity. A new cutoff technology is formed on the basis of the comparison and contrast between clay inclined wall seepage control and the cofferdam, impermeable clay core wall of the upper reaches, downstream with longitudinal cofferdam, which can provide reference for the seepage control treatment of other dams.
Key words: diversion engineering; high pressure jet; clay core wall; clay sloping; analysis;
中图分类号：TV55

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1前言
石龙水电站厂房位于坝址下游2.7Km处的松江河左岸，厂房纵轴线方位角为NE43°30′。-以上为可参考的写作提示