泵室稳定计算(泵站专用下游水位高于上游水位)

泵站稳定计算(对上游底板O处求矩),,,,,,,,,,,,,,

序号,工程部位,竖向力,,水平推力,,力臂,力矩,,,,,,,

,,向下,向上,顺时,逆时,,正,负,,,,,,

1,底板,62.35,,,,2.9,180.815,,顺时针为正,,,,,

2,中墩,71.78,,,,2.9,208.1475,,,,,,,

3,边墩,86.13,,,,2.9,249.777,,,,,,,

4,泵室后墙,21.78,,,,5.1,111.078,,,,,,,

5,电机水泵梁板1,5.86,,,,2.9,16.98675,,,,,,,

6,2,7.68,,,,2.9,22.281425,,底板宽,底板长,,,,

7,3,0.69,,,,3.2,2.2,,8.6,5.8,,,,

8,4,3.40,,,,3.8,12.92,,,,,钢精砼,2.5,

9,5,7.60,,,,3.9,29.64,,,,,砼,2.4,

10,6(面板),0.00,,,,0,0,,,,,砖,1.8,

11,闸室梁板1,0.00,,,,0,0,,,,,浆砌石,2.1,

12,2,0.00,,,,0,0,,,,,水,1,

13,3,0.00,,,,0,0,,,,,,,

14,4,0.00,,,,0,0,,,,,,,

15,5,0.00,,,,0,0,,,,,,,

16,6,0.00,,,,0,0,,,,,,,

17,7,0.00,,,,0,0,,,,,,,

18,8,0.00,,,,0,0,,,,,,,

19,房屋墙,44.29,,,,3.4,150.5826,,,,,,,

20,屋面板,9.66,,,,3.4,32.8474,,,,,,,

21,圈梁,3.00,,,,3.4,10.2,,,,,,,

22,大梁,1.69,,,,3.4,5.7375,,,,,,,

23,吊梁,0.75,,,,3.5,2.625,,,,,,,

24,女儿墙,2.70,,,,3.4,9.18,,,,,,,72

25,电机水泵,3.00,,,,3,9,,,,,,,270

26,闸门启闭机,0.50,,,,4.1,2.05,,,,,,,1

27,上游水重1,11.10,,,,2.8,31.08,,,,,,,42

28,上游水重2,35.64,,,,1.4375,51.2325,,,,,,,

29,下游水重1,0.00,,,,6.5,0,,,,,,,3.125

30,下游水重2,9.50,,,,4.875,46.3125,,,,,,,

31,下游水水平推力,,,,0.00,0,,0,,,,,,

32,下游水水平推力1,,,,0.00,0,,0,,,,,,

33,下游水水平推力2,,,,0.00,0,,0,,,,525,,

34,上游水水平推力1,,,0.00,,0,0,,,,,,,

35,上游水水平推力2,,,0.00,,0,0,,,,,,,

36,浮托力(底板处),,0,,,2.9,,0,,,,,,

37,浮托力2(齿墙),,0,,,2.9,,0,,,,,,

38,渗透力1(矩形),,0,,,2.9,,0,,,,,,

39,渗透力2(三角形),,0,,,3.866666667,,0,,,,,,

合计,,389.09,0,0,0,,1184.693175,0,,,,,,

,,竖向合力,389.09,水平合力,0,合力矩,1184.693175,,,,,,,

下游水位高于上游水位情况,偏心矩,-0.14,,,,摩擦系数,0.3,,,,,,,

,最大地基应力,6.63,,,,,,,,,,3150,,

,最小地基应力,8.97,,,,,,,,,,,,

,抗滑系数,#DIV/0!,,,,,,,,,,,,

,不均匀系数,0.74,1.35,,,,,,,,,,,

,,,,,,,,,,,,,,,

计算参数,,底板水平止水厚度H,,0,上游水深m,,0,,,,,,,

,,底板高程m,,0,下游水深m,,0,,,,,,,

,,底板下缘高程m,,0,水平止水高程,,0,,,,,,,

,,上游水位m,,0,上游水平推力高差H,,0,上游水平推力宽度m,,7,,,,

,,下游水位m,,0,下游水平推力高差H,,0,下游水平推力宽度m,,7,,,,

,,上下游水头差H,,0,(上游)浮托力高度H,,0,,,,,,,

,,渗径长度L,,26.8,,,,,