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针对温泉堡水库碾压混凝土拱坝坝体结构的特点和所采用的全断面碾压混凝土施工工艺，进行了两种防渗型式的试验研究：140．00m高程以上（放水孔底高程139．00m）至正常蓄水位166．30m的部位采用二级配碾压混凝土做为防渗体；140．00m高程以下至坝基（122．50m高程）采用在上游
According to the characteristics of the dam structure of Wenquanpu reservoir RCC arch dam and the construction technology of full-face RCC, two kinds of seepage-proof test were studied: above 140.00m elevation ) To the normal water level 166.30m parts of the second grade with RCC as anti-seepage body; 140.00m below the elevation to the dam foundation (122.50m elevation) in the upstream