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附表 抽水试验水位观测记录表-4
2025-10-03 04:05:35 责编:小OO
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附表 1 供水井抽水试验水位观测记录表

抽水井编号:2深度(m):

80静水位:    16.5  m

观测井编号:1深度(m):

50静水位:    16.2 m

间隔累计抽水井

水位埋深

抽水井

水位降深

三角堰

水头高度

抽水流量气温水温观测井

水位埋深

minminmmcmm3·h1

m
  9

15 

8 

 0

0016.50 

0 

 22 

16.5 

15.8
1    0.50.518.01.51120.2 22

16.517.0
2    0.51214.51120.2 23

16.517.1
3    0.51.522.58.51225.1 23

16.517.2
4    0.52259.51225.1 23

16.518.2
5    0.52.52610.51330.7 23

16618.3
6    0.5327111330.7 23.5

16.618.5
7    0.53.527.5121330.7 23.5

16.618.5
8    0.54  28.5

141437.0 24

16.618.5
9    1530.5161437.0 24

16.518.5
10    16  32.5

161437.0 24

16.518.5
11    17   32.5161437.0 24

16.518.7
12    18  32.5

191437.0 24

16.518.7
13    210  35.5

191437.0 25

16.518.9
14    21235.5191543.9 25

16.518.9
15    31535.5221543.9 25

16.518.9
16    52038.5221543.9 25

16.518.9
17    52538.5221543.9 25

16.518.9
18    53038.5221543.9 25

16.518.9
19    104038.5231543.9 25

16.518.9
20    105039.5231651.2 26

16.520.1
21    106039.5231651.2 26

16.520.1
22    157541.5251651.2 26

16.520.1
23    159041.5251651.2 26

16.520.1
24    1510541.5251651.2 26

16.520.1
25    1512041.5251651.2 27

16.620.2
26    3015043.5271759.6 27

16.620.2
27    3018043.5271759.6 27

16.620.2
28    3021043.5271759.6 27

16.520.2
29    3024045.5291759.6 27

16.520.4
30    6030045.5291759.6 27

16.520.4
31    6036045.5291759.6 27

16.520.5
32    604204730.51868.8 27

16.520.5
33    604804730.51868.8 27

16.520.5
34    605404831.51868.8 27

16.520.5
35    606004831.51868.8 26

16.620.5
36    606604831.51868.8 25

16.620.5
37    607204831.518.170 22

16.620.5
386078049.53318.170  2216.520.5
396084049.53318.170  2016.520.8
406090049.53318.170  2016.520.8
注:水位埋深自固定点起算,固定点以井口为宜,抽水井水位其距地面高度为 15m。

观测:蒋远奎记录:   陈 浩

校核:王静
间隔累计抽水井

水位埋深

抽水井

水位降深

三角堰

水头高度

抽水流量气温水温观测井

水位埋深

minminmmcmm3·d-1

m
416096050.53418.573.718 

16.920.5
4260102050.5    3418.674 18

16.921.5
4360108050.53418.674 18

16.921.5
4460114051.53518.674 19

16.821.5
4560120051.53518.674 19

16.821.5
4660126051.53518.775 19

16.821.5
4760132051.53518.775 20

16.921.5
4860138052.53618.775 20

16.922.7
499168060144052.53618.878 22

16.922.7
5060150052.53618.878 23

16.822.7
5160156052.53618.878 23

16.822.7
5260162053.53718.878 24

16.822.7
5360168053.5371978.7 24

16.922.7
546017405437.519.180 24

16.922.7
556018005437.519.282 25

16.922.7
566018605437.519.584 25

16.823
576019205538.519.584 25

16.823
586019805538.519.886 26

16.823
596020405538.519.886 25

16.923
606021005538.519.886 25

16.923
6160216055.53919.886 24

16.923
6260222055.53920.5 24

16.923
6360228055.53920.5 23

16.923
60234055.53920.5 22

16.924.3
6560240055.53919.886 22

16.924.3
666024605639.519.886 20

16.924.3
6760252056.54019.988 20

16.924.3
6860258056.54019.988 20

16.824.3
69602056.54019.988 19

16.824.3
7060270056.54019.988 19

16.824.3
716027605740.520 18

16.924.5
726028205740.520 18

16.924.5
73916246028805740.520 18

16.924.5
累计观测48小时

      
      
      
流量的测量方法 

 

    测试水箱:三角堰

 Q=0.014h3/2

 

注:水位埋深自固定点起算,固定点以井口为宜,抽水井水位其距地面高度为 15m。

观测:蒋远奎记录:    陈 浩

  校核:

王静

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