Parameters Governing Predicted and Actual RQD Estimation_FINAL_PUBLISHED_VERSION
Duke Energy WSL III Units 1 & 2 COLA (Final Safety ... · V s p Explanation 30 20 50 Run length...
1
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 Original ground surface Elevation (feet) 620 640 660 600 580 560 520 540 500 480 460 440 420 400 380 360 340 320 300 380 360 Elevation (feet) 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) Existing ground surface First Bay (SC-II) FF North 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.) Intersection of BB-BB' N12°W Intersection of ZZ-ZZ' Intersection of CC-CC' Intersection of 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 20 20 10 30 40 50 60 70 80 90 100 110 120 130 140 160 150 170 180 190 200 210 220 230 240 250 ) t e e f ( h t p e D 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 feet 0 50 feet Scale Vertical exaggeration 2X Artificial fill B-2005 (proj. 31 ft.) Geologic Cross Section FF-FF' NUCLEAR STATION UNITS 1 & 2 WILLIAM STATES LEE III FIGURE 2.5.4-238 WLS COL 2.5-1 WLS COL 2.5-5 Rev 7
Transcript of Duke Energy WSL III Units 1 & 2 COLA (Final Safety ... · V s p Explanation 30 20 50 Run length...
Continuous rock
Continuous rock
??
??
Recovery (%) 0 100
RQD (%) 0 100
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Originalgroundsurface
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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
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)teef( htpeD
B-1015(proj. 73 ft.)
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V s V p
Explanation
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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
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