【正文】 .0 + .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 | .13 .13 .13 .13 .13 .13 .13 .11 .11 .11 .11 .11 .13 .13 .13 .13 .13 .13 .13 | .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 | | .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 | .77 .77 .77 .77 .77 .77 .51 .51 .51 .51 .51 .77 .77 .77 .77 .77 .77 | .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 + .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 | .09 .09 .09 .09 .09 .09 .14 .14 .14 .14 .14 .09 .09 .09 .09 .09 .09 | .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 | | .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 | .76 .76 .76 .76 .76 | .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 + .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 | .07 .07 .07 .07 .07 .14 .14 .14 .14 .14 .07 .07 .07 .07 .07 | .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 | | .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 | | .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 + .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 | .06 .06 .06 .06 .13 .13 .13 .13 .13 .06 .06 .06 .06 | .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 | | .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 | | .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 + .00 .00 .00 .00 .00 | .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 | .0 .0 .0 .0 .0 | | .00 .00 .00 .00 .00 .00 .00 .00 .00 | | .0 .0 .0 .0 .0 .0 .0 .0 .0 + | .00 .00 .00 .00 .00 .00 .00 .00 .00 | | | .00 .00 .00 .00 .00 .00 .00 | | .0 .0 .0 .0 .0 .0 .0 + | .00 .00 .00 .00 .00 .00 .00 | | | .00 .00 .00 .00 .00 | | .0 .0 .0 .0 .0 + | .00 .00 .00 .00 .00 | | ，第1種荷載組合 每個(gè)結(jié)點(diǎn)上的六個(gè)數(shù)分別表示 : 上游壩面第一主應(yīng)力 │ 應(yīng)力單位: （ＭＰa） 第二主應(yīng)力 │ 角度單位: （176。2）荷載組合封拱前：施工期獨(dú)立壩塊工況一(基本組合)：正常蓄水位+自重+泥沙壓力+設(shè)計(jì)正常溫降；工況二(特殊組合)：校核洪水位+自重+泥沙壓力+設(shè)計(jì)正常溫升；工況三(基本組合)：死水位+自重+泥沙壓力+設(shè)計(jì)正常溫降；工況四(基本組合)：死水位+自重+泥沙壓力+設(shè)計(jì)正常溫升；工況五(基本組合)：正常蓄水位+自重+泥沙壓力+設(shè)計(jì)正常溫升；工況六(基本組合)：設(shè)計(jì)洪水位+自重+泥沙壓力+設(shè)計(jì)正常溫升；3）最大壩面應(yīng)力工況上游壩面下游壩面最大主拉（Mpa）部位最大主壓（Mpa）部位最大主拉（Mpa）部位最大主壓（Mpa）部位封拱前0R 0C10R 0C10R 0C2R 3C一6R 6C9R 3C8R 4C4R 8C二6R 6C1R 11C8R 4C5R 7C三6R 6C9R 3C8R 4C5R 7C四7R 5C1R 11C8R 4C2R 3C五6R 6C1R 11C8R 4C5R 7C六7R 5C1R 11C8R 4C5R 7C由上表可知，運(yùn)行期各工況應(yīng)力均能滿足規(guī)范要求。)上游最大倒懸下游最大倒懸0壩頂厚度(m)壩底厚度(m)壩頂中心線展長(zhǎng)(m)弧高比拱冠梁厚高比3）示意圖圖51 拱圈平面圖圖52 拱壩中面展視圖圖53 梁圖4）體型參數(shù)表高 程YcTcRdφl(shuí)φr