Table 1: Inflows greater than 20l/sec in the west side of access tunnel b
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Section length |
Initial/Max inflow |
Inflow after post grouting |
Description of the inflow and hydrogeological conditions |
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Date |
|
Station |
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No. |
From |
To |
From |
To |
m |
l/sec |
l/sec |
|
1 |
2004.09.02 |
|
BK1+078 |
~+164 |
86 |
7000 |
0 |
(See note 1) |
2 |
2004.11.25 |
0 |
BK1+780 |
~+790 |
10 |
25 |
|
Fault f2 and its affected zone. |
3 |
2004.12.25 |
0 |
BK1+886 |
~+893 |
7 |
30 |
|
Fault f3 affected zone. |
4 |
2005.04.20~ |
5.9 |
BK2+637 |
~+690 |
55 |
15600 |
|
(See note 2) |
5 |
2005.06.17~ |
19 |
BK2+930 |
~+940 |
10 |
30 |
|
|
6 |
2006.02.13 |
|
BK4+510 |
~+520 |
10 |
25 |
|
|
7 |
2006.02.27~ |
3.08 |
BK4+610 |
~+690 |
80 |
30 |
|
fissure zone width about 2m. |
8 |
2006.03.10 |
0 |
BK4+742 |
~+760 |
18 |
30 |
30 |
|
9 |
2006.03.15~ |
3.18 |
BK4+742 |
~+760 |
18 |
300 |
|
Fault f7 and its affected zone. In-burst water to tunnel 10m away. |
10 |
2006.04.07~ |
4.1 |
BK4+905 |
~+927 |
22 |
150 |
45 |
May related to Fault f5. Three blasting holes inflow to 20m away. |
11 |
2006.05.02~ |
5.09 |
BK5+071 |
~+098 |
27 |
400 |
130 |
(See note 3) |
12 |
2006.05.11~ |
5.23 |
BK5+100 |
~+216 |
116 |
200 |
|
Fracture zones |
13 |
2006.05.28~ |
6.06 |
BK5+223 |
~+290 |
67 |
300 |
165 |
Fault f10 and f11 and affected zones. |
14 |
2006.06.08~ |
6.12 |
BK5+307 |
~+346 |
39 |
300 |
115 |
(See note 4) |
15 |
2006.07.01 |
0 |
BK5+431 |
~+439 |
8 |
20 |
5 |
Fault f11 affected zone. |
16 |
2006.08.17~ |
8.22 |
BK5+768 |
~+830 |
62 |
20 |
15 |
Fault f12 and its affected zone. |
17 |
2006.09.16~ |
9.27 |
BK5+980~ |
BK6+090 |
110 |
120 |
30 |
Fault f12 and its affected zone. |
18 |
2006.10.12 |
~10.19 |
BK6+150 |
~+220 |
70 |
40 |
50 |
|
19 |
2006.10.24~ |
11.05 |
BK6+250 |
~+340 |
90 |
280 |
35 |
Fault f15 and its affected zone |
20 |
2006.11.05~ |
11.17 |
BK6+340 |
~+400 |
60 |
65 |
|
Fault f15 and its affected zone |
21 |
2006.11.17~ |
12.12 |
BK6+400 |
~+510 |
110 |
450 |
20 |
Two faults of NE and one NNW. |
Total (steady inflow) |
|
|
|
1057 |
2815 |
682 |
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Note: 1) Water inflow of 200l/sec from a probe hole at BK1+130 burst into the tunnel 35m away. Within the 30m long tunnel, water came from everywhere and there were more than 10 holes with inflows. The maximum inflow at Sta. BK1+137 on 23 September 2004 (Figure 6), reduced to 1000l/sec after 30minutes, 260l/sec after 24 hours, and vanished after the Tunnel A at AK1+270 was excavated. Inflows are related to N55W/70NE fault f1 and the fractured zone that consists of karst denudation, dissolution small cavities connected in a fissure in marble of T2z group.
2) At Sta. BK2+637, inflow started on 20 April 2005. Maximum inflow of about 15.6m3/sec reduced to 240l/sec after 19 days, and vanished after two months. The flow has a large amount of sediment and stopped work for a week. Located in Class I structure surface, Fault f6 influenced the fractured zone that consists of karst denudation, dissolution small cavities connected in a fissure, and a karst cavern of 15m high, 5m wide found in marble of T2z group.
3) Related to fault f9 and its influence zone consisting of six fractured zones of NE orientation. Water burst into the tunnel 45m away, at a pressure of 4MPa, dropping water all along the section with inflows on the south side wall. The fractured zone consists of well developed fissures, karst denudation fissures, openings and karst cavities in marble of T2b group.
4) Water bearing structures influence the zone in the hanging wall of fault f11, consisting of tensile fissures and karst cavities in marble rock of T2b group. The fractured zone is connected with the water bearing zone in section AK5+150~+240 in Tunnel A.