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WELL ID: |
SIU-E falling
head 2 |
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Annular Fill |
GROUTS |
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Aquifer Material |
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Reduced Data |
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1 |
43 |
1 |
45 |
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Local ID: |
SIL-20A |
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Gravel |
Bentonite |
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Gravel |
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Time, |
Water |
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INPUT |
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Date: |
10/11/2005 |
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Coarse Sand |
Cement |
|
Coarse Sand |
Entry |
Entry |
Hr:Min:Sec |
Level |
|
Entry |
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Inch |
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| Construction: |
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Time: |
1644 |
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|
Medium Sand |
Backfill |
|
Medium Sand |
1 |
1 |
0:00:00.0 |
0.00 |
|
51 |
|
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|
Feet |
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| Casing dia. (dc) |
2 |
Inch |
|
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|
Fine Sand |
Open Hole |
|
Fine Sand |
2 |
2 |
0:00:00.7 |
2.32 |
|
52 |
|
|
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|
Meter |
|
|
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| Annulus dia. (dw) |
8.75 |
Inch |

|
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Open Hole |
0 |
|
Silt, Loess |
3 |
3 |
0:00:01.3 |
2.11 |
|
53 |
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cm |
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| Screen Length (L) |
5 |
Feet |
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|
g |
0 |
0 |
|
Till |
4 |
4 |
0:00:02.0 |
1.69 |
|
54 |
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|
mm |
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| |
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0 |
0 |
|
Clay |
5 |
5 |
0:00:02.7 |
1.06 |
|
55 |
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| Depths to: |
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0 |
0 |
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Unweathered Marine Clay |
6 |
6 |
0:00:03.3 |
0.65 |
|
56 |
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| water level (DTW) |
33.25 |
Feet |
|
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|
0 |
0 |
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Karst |
7 |
7 |
0:00:04.0 |
0.22 |
|
57 |
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| top of screen (TOS) |
38 |
Feet |
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0 |
0 |
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Reef Limestone |
8 |
8 |
0:00:04.7 |
0.40 |
|
58 |
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| Base of Aquifer (DTB) |
70 |
Feet |
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0 |
0 |
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Limestone, Dolomite |
9 |
9 |
0:00:05.4 |
0.34 |
|
59 |
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| |
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0 |
0 |
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Sandstone |
10 |
10 |
0:00:06.0 |
0.17 |
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60 |
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| Annular Fill: |
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0 |
0 |
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Siltstone |
11 |
11 |
0:00:06.7 |
0.70 |
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61 |
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| across screen -- |
Medium Sand |
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0 |
0 |
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Salt |
12 |
12 |
0:00:07.4 |
0.33 |
|
62 |
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| above screen -- |
Bentonite |
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0 |
0 |
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Anhydrite |
13 |
13 |
0:00:08.0 |
0.22 |
|
63 |
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| |
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0 |
0 |
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Shale |
14 |
14 |
0:00:08.7 |
0.12 |
|
64 |
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| Aquifer Material -- |
Fine Sand |
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0 |
0 |
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Permeable Basalt |
15 |
15 |
0:00:09.4 |
0.04 |
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65 |
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0 |
0 |
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Fractured Igneous and Metamorphic Rock |
16 |
16 |
0:00:10.1 |
0.10 |
|
66 |
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COMPUTED |
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0 |
0 |
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Weathered Granite |
17 |
17 |
0:00:10.7 |
0.08 |
|
67 |
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| Lwetted |
5 |
Feet |
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0 |
0 |
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Weathered Gabbro |
18 |
18 |
0:00:11.4 |
0.17 |
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68 |
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| D = |
36.75 |
Feet |
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0 |
0 |
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Basalt |
19 |
19 |
0:00:12.1 |
0.12 |
|
69 |
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| H = |
9.75 |
Feet |
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0 |
0 |
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Unfractured Igneous and Metamorphic Rock |
20 |
20 |
0:00:12.7 |
0.05 |
|
70 |
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| L/rw = |
13.71 |
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0 |
0 |
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Unfractured Igneous and Metamorphic Rock |
21 |
21 |
0:00:13.4 |
0.05 |
|
71 |
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| y0-DISPLACEMENT = |
0.00 |
Feet |
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0 |
0 |
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Unfractured Igneous and Metamorphic Rock |
22 |
22 |
0:00:14.1 |
0.05 |
|
72 |
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| y0-SLUG = |
1.97 |
Feet |
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0 |
0 |
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Unfractured Igneous and Metamorphic Rock |
23 |
23 |
0:00:14.9 |
0.16 |
|
73 |
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| From look-up
table using L/rw |
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0 |
0 |
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Unfractured Igneous and Metamorphic Rock |
24 |
24 |
0:00:15.6 |
0.21 |
|
74 |
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| Partial penetrate A = |
2.023 |
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0 |
0 |
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Unfractured Igneous and Metamorphic Rock |
25 |
25 |
0:00:16.5 |
0.04 |
|
75 |
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| B = |
0.302 |
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0 |
0 |
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Unfractured Igneous and Metamorphic Rock |
26 |
26 |
0:00:17.4 |
0.03 |
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76 |
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0 |
0 |
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Unfractured Igneous and Metamorphic Rock |
27 |
27 |
0:00:18.3 |
0.03 |
|
77 |
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| ln(Re/rw) = |
1.733 |
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28 |
28 |
0:00:19.3 |
0.03 |
|
78 |
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| Re = |
2.06 |
Feet |
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29 |
29 |
0:00:20.4 |
0.03 |
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79 |
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30 |
30 |
0:00:21.5 |
0.03 |
|
80 |
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| Slope = |
0.131655 |
log10/sec |
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31 |
31 |
0:00:22.7 |
0.03 |
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81 |
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| t90% recovery = |
8 |
sec |
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32 |
32 |
0:00:23.9 |
0.03 |
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82 |
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| Slug discrepancy of 200% is
greater than maximum of 100% |
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33 |
33 |
0:00:25.3 |
0.03 |
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83 |
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34 |
34 |
0:00:26.7 |
0.02 |
|
84 |
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| K = |
31 |
Feet/Day |
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35 |
35 |
0:00:28.2 |
0.02 |
|
85 |
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| T = |
1100 |
Feet2/Day |
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36 |
36 |
0:00:29.7 |
0.02 |
|
86 |
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37 |
37 |
0:00:31.4 |
0.02 |
|
87 |
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38 |
38 |
0:00:33.2 |
0.02 |
|
88 |
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| K= 31 is
greater than likely maximum of 7.18 for Fine Sand |
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39 |
39 |
0:00:35.1 |
0.02 |
|
89 |
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| REMARKS: |
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Bouwer and Rice analysis of slug test, WRR 1976 |
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40 |
40 |
0:00:37.1 |
0.02 |
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90 |
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41 |
41 |
0:00:39.2 |
0.02 |
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91 |
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42 |
42 |
0:00:41.4 |
0.02 |
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92 |
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43 |
43 |
0:00:43.8 |
0.02 |
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93 |
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44 |
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94 |
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45 |
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95 |
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46 |
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96 |
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47 |
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97 |
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48 |
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98 |
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49 |
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99 |
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50 |
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100 |
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101 |
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