ML13255A325: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
(Created page by program invented by StriderTol)
Line 2: Line 2:
| number = ML13255A325
| number = ML13255A325
| issue date = 08/14/2013
| issue date = 08/14/2013
| title = Watts Bar Nuclear Plant, Unit 2 - Final Safety Analysis Report (Fsar), Amendment 110, Figure 2.5-71, Graphic Log and Elastic Moduli Sta. L-61+00.
| title = Final Safety Analysis Report (Fsar), Amendment 110, Figure 2.5-71, Graphic Log and Elastic Moduli Sta. L-61+00.
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority

Revision as of 10:46, 29 January 2019

Final Safety Analysis Report (Fsar), Amendment 110, Figure 2.5-71, Graphic Log and Elastic Moduli Sta. L-61+00.
ML13255A325
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 08/14/2013
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
Shared Package
ML13255A164 List: ... further results
References
Download: ML13255A325 (1)


Text

LJ L am LEGEND. GRAPHIC LOG IlllTES : 1' THE HOLE WAS DRILLED WITH IIN IlX MIRE LINE CORE ORILL. 2. THE DRILL HOLE WAS INSPECTED Wllk A BOREHOLE TELNfElON CAMERA B*WEEN ELEVATIONS 698.1 AND 619.7, THE INSPEE- T~ON SHOWED THE caw LOSS IREAS TO 6E SOFT SHALE. 3, THE OEFCIAHATIOM MODULU5 IS DEFINED AS THE IN-51TU SECANT HODULUS IHCLUDIHG 60lH ELASTIC PJiD PLAITIC DEFORIIAT1CN A5 DETERMINED FRWI THE RESULT6 OF THE rtENARP PAESIURENETER TESTS. THE BOREHULE 5URVEl FOR THE UVUAHIC ELASTIC MODULI WAS , MADE BY THE DIRWELL firVlSiON OF SEl5HOGRAPH SERVICE [ORPORA- TION, 4, lnE% TYPES WERE lOEHTlFlE0 FROM VI UAL 1NSPECTIOh OF TIlE CORE. tlNLRALLY, DClERHlNATIOY5 UERt LENGTH NAOE UF CORE FOR EACH IN THE FJYE BOX. FOOT GENERAL Rocx OESCRIPTIO:~ FINAL SAFETY GRAPHIC LOG AND ELASTIC MODULI STA. t-61+00 Figure 2.5-71 1