CAJ | 학술논문

桓仁水电站开建于上世纪50年代末，处于物资和技术匮乏年代，设计与施工中存在一定的缺陷，工程质量未能达到预期[1]。为确保水电站的安全有效运行，在以后几十年当中不断投入人力、物力，对大坝进行过多次的改造和维护[2]。对桓仁大坝的坝基扬压力和绕坝渗流进行了分析和评价，结果显示除了27＃坝段有一孔扬压力超限外，其他参数都在正常范围之内，由此认为桓仁坝基帷幕和排水系统运行基本正常。
환인수전참개건우상세기50년대말，처우물자화기술궤핍년대，설계여시공중존재일정적결함，공정질량미능체도예기[1]。위학보수전참적안전유효운행，재이후궤십년당중불단투입인력、물력，대대패진행과다차적개조화유호[2]。대환인대패적패기양압력화요패삼류진행료분석화평개，결과현시제료27＃패단유일공양압력초한외，기타삼수도재정상범위지내，유차인위환인패기유막화배수계통운행기본정상。
Huanren hydropower station was built in the late 1950 s, when the materials and technol-ogy were scarce .Some defects existing in the design and construction , and the quality of the project failed to meet expectations.In order to ensure the safe and effective operation of hydropower station , a lot of resources was used constantly In later decades for multiple renovation and maintenance.The Huanren dam foundation uplift pressure and seepage around the dam was analyzed and evaluated in this paper.The results showed that only a hole uplift pressure of the 27#Section was out of range , the other parameters were within normal range.So it is concluded that the Huanren dam foundation cur-tain and drainage system running normally.