《水工建筑物》课程设计计算书——宁村水库重力坝初步设计目录一、工程等级的确定·······················································································3(一)原理··································································································3(二)计算过程····························································································3 二、孔口尺寸拟定与设计洪水位、校核洪水位的确定············································3(一)堰顶高程的拟定··················································································3(二)堰顶溢流前沿宽度的拟定······································································3(三)设计洪水位、校核洪水位的计算·····························································4三、挡水坝设计······························································································4 (一)坝顶高程的确定···················································································4 (二)建基面高程的确定················································································5 (三)坝顶宽度的确定··············································...