CAJ | 학술논문

通过对某水利枢纽工程泄水闸下游地质条件及水流条件等的分析，为增加该水利枢纽的运用安全，在闸下消能防冲可行方案的基础上，在泄水闸下游混凝土海漫末端齿槽下设置一道钢筋混凝土垂直防淘墙，并延伸至与其相邻的电站厂房尾水渠护底末端。对闸下钢筋混凝土垂直防淘墙的嵌入深度及结构设计进行了研究，并按照规范要求提出了防淘墙的施工措施和质量控制。
통과대모수리추뉴공정설수갑하유지질조건급수류조건등적분석，위증가해수리추뉴적운용안전，재갑하소능방충가행방안적기출상，재설수갑하유혼응토해만말단치조하설치일도강근혼응토수직방도장，병연신지여기상린적전참엄방미수거호저말단。대갑하강근혼응토수직방도장적감입심도급결구설계진행료연구，병안조규범요구제출료방도장적시공조시화질량공제。
By analyzing the geological conditions and flow conditions of the discharge sluice downstream of a water conservancy hub project, a concrete vertical wall in the end of the sea flood tooth of the discharge sluice downstream was set up in order to increase the safe use of the water conservancy on the basis of impingement feasible scheme of en-ergy dissipation under the brake, and was extended to the bottom of the tailrace of the adjacent power plant.The em-bedded depth and structure design of the concrete vertical wall were investigated, the construction measures and quality control of the anti-scouring wall were also proposed according to regulatory requirements.