Duke Energy WSL III Units 1 & 2 COLA (Final Safety ... · V s p Explanation 30 20 50 Run length...
Transcript of Duke Energy WSL III Units 1 & 2 COLA (Final Safety ... · V s p Explanation 30 20 50 Run length...
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Continuous rock
Continuous rock
??
??
Recovery (%) 0 100
RQD (%) 0 100
10
0
20
30
40
50
60
70
80
90
100
20
30
40
50
60
70
Recovery (%)
SPT
0
0
100
50
0 100
0 100
RQD (%) 0 100
Recovery (%)
RQD (%)
10
6
8 4
19
41 30 35
69
0
10
20
30
40
50
60
70
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
Recovery (%) 0 100
RQD (%) 0 100
Originalgroundsurface
Ele
vatio
n (f
eet)
620
640
660
600
580
560
520
540
500
480
460
440
420
400
380
360
340
320
300
380
360
320
300
Ele
vatio
n (f
eet)
620
640
660
600
580
560
520
540
500
480
460
440
420
400
Radwaste Building
(non-seismic)
Turbine Building(non-seismic)
Unit 2(SC-I)
Existinggroundsurface
First Bay (SC-II)
FFNorth
FF'South
B558(proj. 43 ft.)
B558(proj. 43 ft.)
B292 B140P
(proj. 4 ft.)
B149P(proj. 4 ft.)
B141P(proj. 4 ft.)
B93P(proj. 8 ft.)
Intersectionof BB-BB' N12°W
Intersectionof ZZ-ZZ'
Intersectionof CC-CC'
Intersectionof UU-UU'
B249(proj. 12 ft.)
B168P(proj. 12 ft.)
B244(proj. 12 ft.)
B244(proj. 12 ft.)
B167P(proj. 8 ft.)
B240(proj. 8 ft.)
B-1021(proj. 16 ft.)
B-1018(proj. 24 ft.)
B142P(proj. 8 ft.)
B-1022(proj. 4 ft.)
Partially weathered
rock
Partially weathered
rock
Partially weathered
rock
Residual soil/saprolite
Residual soil/saprolite
Recovery (%)0 100
RQD (%)0 100
2020
10
30
40
50
60
70
80
90
100
110
120
130
140
160
150
170
180
190
200
210
220
230
240
250
)teef( htpeD
B-1015(proj. 73 ft.)
6000 14000
Velocity (feet/second)
18000 10000
V s V p
Explanation
30 20
50
Run length
Standard penetration resistance
Recovery
RQD
Yard Grade
0 100 feet0
50 feet
ScaleVertical exaggeration 2X
Artificial fill
B-2005(proj. 31 ft.)
Geologic Cross Section FF-FF'
NUCLEAR STATION UNITS 1 & 2WILLIAM STATES LEE III
FIGURE 2.5.4-238
WLS COL 2.5-1WLS COL 2.5-5
Rev 7