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.
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