抽水試驗滲透系數(shù)計算表

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抽水試驗成果計算單,,,,,,,,,抽水試驗成果表,,,,,,,,

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

時間小時h,時間間隔m,lgt,t,降深s(m),水位s(m),Ｑ（L/S),涌水量(L),日流量(方),,,,,,,,,

(1-18)9,0,1.041392685,11,0.00,46.10,0.00,0.00,24.19,,,,,,,,,

,5,1.044670395,11.08333333,4.81,50.91,0.28,83.99,24.19,,,,,,,,,

,5,1.047923552,11.16666667,8.33,54.43,0.28,83.99,24.19,,,,,,,,,

,5,1.051152522,11.25,10.42,56.52,0.28,83.99,24.19,,,,,,,,,

,5,1.054357662,11.33333333,12.41,58.51,0.28,83.99,24.19,,,,,,,,,

,5,1.057539321,11.41666667,13.97,60.07,0.28,83.99,24.19,,,,,,,,,

,5,1.06069784,11.5,15.21,61.31,0.28,83.99,24.19,,,,,,,,,

10,30,1.079181246,12,19.06,65.16,0.28,503.96,24.19,,,,,,,,,

,30,1.096910013,12.5,21.83,67.93,0.28,503.96,24.19,,,,,,,,,

11,30,1.113943352,13,23.67,69.77,0.28,503.96,24.19,,,,,,,,,

,30,1.130333768,13.5,25.40,71.50,0.28,503.96,24.19,,,,,,,,,

12,30,1.146128036,14,26.71,72.81,0.28,503.96,24.19,,,,,,,,,

,30,1.161368002,14.5,27.37,73.47,0.28,503.96,24.19,,,,,,,,,

13,30,1.176091259,15,27.80,73.90,0.28,503.96,24.19,,,,,,,,,

,30,1.190331698,15.5,28.10,74.20,0.28,503.96,24.19,,,,,,,,,

14,30,1.204119983,16,28.25,74.35,0.28,503.96,24.19,,,,,,,,,

15,60,1.230448921,17,28.37,74.47,0.28,1007.92,24.19,,,,,,,,,

16,60,1.255272505,18,28.50,74.60,0.28,1007.92,24.19,穩(wěn)定水位,,,,,,,,

17,60,1.278753601,19,28.35,74.45,0.28,1007.92,24.19,46.10,,,,,,,,

18,60,1.301029996,20,28.40,74.50,0.28,1007.92,24.19,,Ｑ(L/s),降深S(m),,,,,,

19,60,1.322219295,21,28.40,74.50,0.28,1007.92,24.19,,0.28,28.4,,,,,,

20,60,1.342422681,22,28.40,74.50,0.28,1007.92,24.19,,0.19,20.4,,,,,,

21,60,1.361727836,23,28.40,74.50,0.28,1007.92,24.19,,0.14,13.6,,,,,,

22,60,1.380211242,24,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

23,60,1.397940009,25,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

(1-19)00,60,1.414973348,26,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

1,60,1.431363764,27,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

2,60,1.447158031,28,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

3,60,1.462397998,29,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

4,60,1.477121255,30,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

5,60,1.491361694,31,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

6,60,1.505149978,32,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

7,60,1.51851394,33,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

8,60,1.531478917,34,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

9,60,1.544068044,35,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

10,60,1.556302501,36,28.40,74.50,0.28,1007.92,24.19,,ｑ(L/m.s),降深S(m),,,,,,

11,60,1.568201724,37,28.40,74.50,0.28,1007.92,24.19,,0.009859155,28.4,,,,,,

12,60,1.579783597,38,28.40,74.50,0.28,1007.92,24.19,,0.009313725,20.4,,,,,,

13,60,1.591064607,39,28.40,74.50,0.28,1007.92,24.19,,0.010294118,13.6,,,,,,

14,60,1.602059991,40,28.40,74.50,0.28,1007.92,24.19,,,,,,,,,

（1-19）19,0,,,0.00,46.10,#DIV/0!,0.00,16.42,,,,,,,,,

,5,1.60296383,40.08333333,3.45,49.55,0.19,57.01,16.42,,,,,,,,,

,5,1.603865792,40.16666667,5.99,52.09,0.19,57.01,16.42,,,,,,,,,

,5,1.604765885,40.25,7.49,53.59,0.19,57.01,16.42,,,,,,,,,

,5,1.605664116,40.33333333,8.92,55.02,0.19,57.01,16.42,,,,,,,,,

,5,1.606560493,40.41666667,10.04,56.14,0.19,57.01,16.42,,,,,,,,,

,5,1.607455023,40.5,10.92,57.02,0.19,57.01,16.42,,,,,,,,,

20,30,1.612783857,41,13.69,59.79,0.19,342.08,16.42,,,,,,,,,

,30,1.618048097,41.5,15.68,61.78,0.19,342.08,16.42,,,,,,,,,

21,30,1.62324929,42,17.00,63.10,0.19,342.08,16.42,,,,,,,,,

,30,1.62838893,42.5,18.25,64.35,0.19,342.08,16.42,,,,,,,,,

22,30,1.633468456,43,19.19,65.29,0.19,342.08,16.42,,,,,,,,,

,30,1.638489257,43.5,19.66,65.76,0.19,342.08,16.42,,,,,,,,,

23,30,1.643452676,44,19.97,66.07,0.19,342.08,16.42,,,,,,,,,

,30,1.648360011,44.5,20.18,66.28,0.19,342.08,16.42,,,,,,,,,

（1-20）0,30,1.653212514,45,20.29,66.39,0.19,342.08,16.42,,,,,,,,,

,30,1.658011397,45.5,20.38,66.48,0.19,342.08,16.42,,,,,,,,,

1,30,1.662757832,46,20.47,66.57,0.19,342.08,16.42,,,,,,,,,

,30,1.667452953,46.5,20.36,66.46,0.19,342.08,16.42,,,,,,,,,

2,30,1.672097858,47,20.40,66.50,0.19,342.08,16.42,,,,,,,,,

3,60,1.681241237,48,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

4,60,1.69019608,49,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

5,60,1.698970004,50,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

6,60,1.707570176,51,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

7,60,1.716003344,52,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

8,60,1.72427587,53,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

9,60,1.73239376,54,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

10,60,1.740362689,55,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

11,60,1.748188027,56,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

12,60,1.755874856,57,20.40,66.50,0.19,684.17,16.42,,孔深,245.7,m,,,,,

13,60,1.763427994,58,20.40,66.50,0.19,684.17,16.42,,K計算：,,,,,,,

14,60,1.770852012,59,20.40,66.50,0.19,684.17,16.42,,降深s,有效長L,輸入Q,輸入r,試給R,試算K,反求R,Ｑ(L/s)

15,60,1.77815125,60,20.40,66.50,0.19,684.17,16.42,,28.4,217.3,24.192,0.055,20,0.003907886,17.75371715,0.28

16,60,1.785329835,61,20.40,66.50,0.19,684.17,16.42,,20.4,225.3,16.416,0.055,20,0.00364509,12.3164141,0.19

17,60,1.792391689,62,20.40,66.50,0.19,684.17,16.42,,13.6,2.8,12.096,0.055,20,0.079020104,38.23030018,0.14

18,60,1.799340549,63,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

19,60,1.806179974,64,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

20,60,1.812913357,65,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

21,60,1.819543936,66,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

22,60,1.826074803,67,20.40,66.50,0.19,684.17,16.42,,,,,,,,,

23,60,1.832508913,68,20.40,66.50,0.19,684.17,16.42,,,,,,K平均值,0.028857693,,

（1-21）9,0,,,0.00,46.10,,,12.10,,"計算模型采用遠離地表水潛水不完整井。

滲透系數(shù)計算公式參閱《鐵路工程地質(zhì)手冊》180～183頁表2-4-1巴布什金/吉林斯基公式。",,,,,,,

,5,1.83304081,68.08333333,2.30,48.40,0.14,42.01,12.10,,,,,,,,,

,5,1.833572058,68.16666667,3.99,50.09,0.14,42.01,12.10,,,,,,,,,

,5,1.834102656,68.25,4.99,51.09,0.14,42.01,12.10,,,,,,,,,

,5,1.834632606,68.33333333,5.94,52.04,0.14,42.01,12.10,,,,,,,,,

,5,1.835161911,68.41666667,6.69,52.79,0.14,42.01,12.10,,,,,,,,,

,5,1.835690571,68.5,7.28,53.38,0.14,42.01,12.10,,,,,,,,,

10,30,1.838849091,69,9.13,55.23,0.14,252.08,12.10,,,,,,,,,

,30,1.841984805,69.5,10.45,56.55,0.14,252.08,12.10,,,,,,,,,

11,30,1.84509804,70,11.33,57.43,0.14,252.08,12.10,,,,,,,,,

,30,1.848189117,70.5,12.17,58.27,0.14,252.08,12.10,,,,,潛水公式,,,承壓水公式,

12,30,1.851258349,71,12.79,58.89,0.14,252.08,12.10,,,,,,,,,

,30,1.854306042,71.5,13.11,59.21,0.14,252.08,12.10,,,,,,,,,

13,30,1.857332496,72,13.31,59.41,0.14,252.08,12.10,,,,,,,,,

,30,1.860338007,72.5,13.46,59.56,0.14,252.08,12.10,,,,,,,,,

14,30,1.86332286,73,13.53,59.63,0.14,252.08,12.10,,,,,,,,,

15,60,1.86923172,74,13.59,59.69,0.14,504.17,12.10,,,,,,,,,

16,60,1.875061263,75,13.65,59.75,0.14,504.17,12.10,,,,,,,,,

17,60,1.880813592,76,13.58,59.68,0.14,504.17,12.10,,,,,,,,,

18,60,1.886490725,77,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

19,60,1.892094603,78,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

20,60,1.897627091,79,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

21,60,1.903089987,80,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

22,60,1.908485019,81,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

23,60,1.913813852,82,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

（1-22）0,60,1.919078092,83,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

1,60,1.924279286,84,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

2,60,1.929418926,85,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

3,60,1.934498451,86,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

4,60,1.939519253,87,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

5,60,1.944482672,88,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

6,60,1.949390007,89,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

7,60,1.954242509,90,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

8,60,1.959041392,91,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

9,60,1.963787827,92,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

10,60,1.968482949,93,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

11,60,1.973127854,94,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

12,60,1.977723605,95,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

13,60,1.982271233,96,13.60,59.70,0.14,504.17,12.10,,,,,,,,,

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