水土保持工程学计算过程

水土保持

序号时间24小时最大排序后的编号频率P

966.07.12

11958.0815

3289.10.10

2986.07.28

865.09.05

1976.06.18

764.05.20

2077.07.06

1673.07.24

257.07.09

562.08.21

2683.08.24

3087.09.07

1067.09.10

2279.08.14

3188.08.17

111968.08.11

2582.08.14

1572.11.04

2178.08.21

1875.07.30

1370.08.17

461.06.30

2481.07.21

360.07.16

1471.07.28

1269.09.03

2885.07.09

663.07.25

1774.08.05

2380.06.28

2784.09.1688.6186274.5372.3471.7570.5666.3766.3864.9964.81063.71161.51259.81357.51456.71556.51655.21755.21854.21953.32052.42152.12251.42347.82445.42544.82644.62743.82841.92941.83038.63135.6323.036.069.0912.1215.1518.1821.2124.2427.2730.3033.3336.3639.3942.4245.4548.4851.5254.5557.5860.6163.6466.6769.7072.7375.7678.7981.8284.8587.8890.9193.9496.97

水土保持

水土保持

P% PK0.01 2.86

0.1 .24

4.2 2.30

1.33 0.222

.0 2.1351 22.7 525. 2.5772 .7 5257.2.001 .4 1.75 8.61 81.46

.602 2.60 2.062 6.0 .6203.36112.2 11.6991 .123 10.69 2 314 5 5.14 .41 55.1 4.51 4.45116.51 .56 1.65 16. 516.5

95.8 93. 39.8088 8.87 5

.40.5836. 5 53.22527 95 .2.36 51.953 .86

3532 302 8 252 10

14229.7511 9.66967 . 752.865 91.5 240.35 67125159.50

2.57

2.57

2.57

2.57

2.572.001.841.751.681.642.602.602.602.602.6013.3612.2911.6911.2310.96

1

2

3

4

55.415.415.415.415.4116.516.516.516.516.595.893.390.888.887.5

40.85

36.55

32.25

27.95

23.65

19.35

8.6353230282521201429.751169.6967.5782.6591.25406.351725519.05

水土保持

编号

一

1名称工程措施主坝拦砂坝设计水土保持投资估算表单位数量单价

水土保持

21.8 4

5.16

401 .1472 01.28

5 0.0897 0.557090 5.9950 51.5.5 1.56. 515.0 15. 1.500 150.1 5.06.5 06.0 655.0 .5606 .501302.9 911.87908511 .0411256 01.495116 01684518.8551.8578 32.4825 4180.522 6792.7632 710868.57

合计

5.5

1.56.5

1.50

1.50

1.50

1.50

1.506.506.506.506.506.50130.299119.87508114.011625109.45116106.84518

8551.587

8328.4245

8105.262

7926.732

7810.6875

水土保持

合计

水土保持

990 37