Table 1: Inflows greater than 20l/sec in the west side of access tunnel A
|
|
|
|
|
Section length |
Initial/Max inflow |
Inflow after post grouting |
Description of the inflow and hydrogeological conditions |
|
Date |
|
Station |
|
|
|
|
|
No. |
From |
To |
From |
To |
m |
l/sec |
l/sec |
|
1 |
2004.07.24 |
9.3 |
Ak1+088 |
~+117 |
29 |
300 |
|
(See note 1) |
2 |
2004.10.20~ |
11.12 |
AK1+246 |
~+310 |
64 |
200 |
|
fissures along a fault of NW-SE |
3 |
2005.05.20~ |
5.23 |
AK2+630 |
~+640 |
10 |
25 |
|
Fault f6 affected zone |
4 |
2006.03.25 |
|
AK4+695 |
~+707 |
12 |
100 |
50 |
Fault f5 |
5 |
2006.03.27~ |
4.02 |
AK4+720 |
~+758 |
38 |
30 |
|
Fault f5 affected zone |
6 |
2006.05.03 |
|
AK5+009 |
~+013 |
4 |
80 |
0 |
|
7 |
2006.05.06 |
|
AK5+038 |
~+061 |
23 |
150 |
0 |
Fault f9 |
8 |
2006.05.13~ |
5.17 |
AK5+098 |
~+113 |
15 |
50 |
|
fissures zone |
9 |
2006.05.19 |
|
AK5+139 |
~+143 |
4 |
150 |
|
A fault |
10 |
2006.05.23~ |
6.11 |
AK5+150 |
~+236 |
86 |
1600 |
500 |
(See note 2) |
11 |
2006.07.23~ |
7.26 |
AK5+528 |
~+551 |
23 |
60 |
0 |
A fault |
12 |
2006.07.30~ |
8.01 |
AK5+588 |
~+602 |
4 |
50 |
0 |
A fault |
13 |
2006.08.09~ |
8.11 |
AK5+683 |
~+699 |
16 |
30 |
0 |
A fault |
14 |
2006.08.25~ |
9.02 |
AK5+790 |
~+850 |
60 |
50 |
40 |
Fault f12 affected zone |
15 |
2006.09.07 |
9.09 |
AK5+880 |
~+930 |
50 |
40 |
|
Fault f12 affected zone |
16 |
2006.09.15 |
9.21 |
AK+965~ |
AK6+010 |
45 |
20 |
|
A fault |
17 |
2006.10.08 |
0 |
AK6+150 |
~+210 |
60 |
60 |
|
fissures zone |
18 |
2006.10.15~ |
11.1 |
AK6+210 |
~+408 |
198 |
200 |
20 |
Fault f15 affected zone |
19 |
2006.11.10~ |
11.18 |
AK6+408 |
~+446 |
38 |
120 |
20 |
fissures zone |
20 |
2006.11.26 |
0 |
AK6+446 |
~+490 |
44 |
80 |
5 |
A fault |
21 |
2007.02.08 |
|
AK6+995 |
|
2 |
400 |
190 |
Karst cavern |
Total (steady inflow) |
|
|
|
825 |
2765 |
825 |
|
|
Note: 1) Tunnel A at Sta. AK1+117 encountered a large water inflow of about 150l/sec and pressure 1.2MPa, jetting 16m out from the wall on 25 July 2004. More than 20 locations experienced various inflows and dropping water – these inflows varied from 20 to 150l/sec. Inflow vanished after about 40 days. Seal work took two months. Inflows are from N55W/70NE fault f1 influenced fracture zones that consist of karst denudation fissures, dissolution small cavities connected by fissures. Water related to a small fault has a width of 0.2-0.5m and an influenced zone of 1-2m. The gushing water came from a 1-2cm wide opening. The rock is marble in T2z group.
2) Inflow from blasting or rockbolt holes ranged from 50~100l/sec, pressure 1~2MPa. Water jetted a maximum distance of 45m to the tunnel. Up to 7 October 2006, there was still about 1050l/sec inflow in total, with dropping water all along the section with more than 30 inflows. There are faults f10 and f11 crushed zones oriented NEE and SEE, along which exist well developed karst denudation fissures, channels and cavities, and some karst caverns in sizes of 0.5m x 0.5m, 0.8m x 1.2m, 1.2m x 1.4m in the hanging wall of Fault f11, in marble of T2b group. Figure 9 shows the water bearing structures in a typical section in the west side tunnels in T2b rock group.