ML16305A309: Difference between revisions

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| number = ML16305A309
| number = ML16305A309
| issue date = 10/31/2016
| issue date = 10/31/2016
| title = Clinton - Updated Safety Analysis Report (Usar), Revision 18, Chapter 3 - Design of Structures, Components, Equipment, and Systems, Figures 3.3-1 to 3.5-6
| title = Updated Safety Analysis Report (Usar), Revision 18, Chapter 3 - Design of Structures, Components, Equipment, and Systems, Figures 3.3-1 to 3.5-6
| author name =  
| author name =  
| author affiliation = Exelon Generation Co, LLC
| author affiliation = Exelon Generation Co, LLC
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=Text=
=Text=
{{#Wiki_filter:  
{{#Wiki_filter:400 300 200 I Q_ 100 2 :z: 1----1 >--0 I-1----1 u 0 _J w -100 > -200 -300 -400 REVISION 17 OCTOBER 2015 4 230 MP 3 2 1 46 MPH ---------0 -/ -1 / 184 MPH 3 RESULTANT VELOCITY --PRESSURE DROP -600 -400 -200 0 200 400 600 800 DISTANCE IN FEET TRANSLATION VELOCITY = 46 MPH TANGENTIAL VELOCITY = 184 MPH AT RADIUS OF 150 FT PRESSURE DROP = 1.2 PSI WITHIN 2.4 SECONDS CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.3-3 PRESSURE AND VELOCITY DISTRIBUTION FOR THE DESIGN-BASIS TORNADO C9 1----1 if) Q_ :z: 1----1 w 0:::: =:J if) if) w 0:::: Q_ _J <( 1----1 I-:z: w 0:::: w LL LL 1----1 0 REVISION 17 OCTOBER 2015 SOD 600 RADIUS JN FEET TRANSLATION VELOCITY = 46 MPH TANGENTIAL VELOCITY = 184 MPH AT RADIUS OF 150 FT CLINTON POWER STATION UPOATED SAFETY ANAi.. YSIS REPORT FIGURE 3.3-4 EFFECTIVE VELOCITY PRESSURE DISTRIBUTION FOR THE DESIGN-BASIS TORNADO   
 
.. .,., ..  
400 300 200 I Q_ 100 2 :z: 1----1 >--0 I-1----1 u 0 _J w -100 > -200 -300 -400 REVISION 17 OCTOBER 2015 4 230 MP 3 2 1 46 MPH ---------0 -/ -1 / 184 MPH 3 RESULTANT VELOCITY --PRESSURE DROP -600 -400 -200 0 200 400 600 800 DISTANCE IN FEET TRANSLATION VELOCITY = 46 MPH TANGENTIAL VELOCITY = 184 MPH AT RADIUS OF 150 FT PRESSURE DROP = 1.2 PSI WITHIN 2.4 SECONDS CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.3-3 PRESSURE AND VELOCITY DISTRIBUTION FOR THE DESIGN-BASIS TORNADO C9 1----1 if) Q_ :z: 1----1 w 0:::: =:J if) if) w 0:::: Q_ _J <( 1----1 I-:z: w 0:::: w LL LL 1----1 0 REVISION 17 OCTOBER 2015 SOD 600 RADIUS JN FEET TRANSLATION VELOCITY = 46 MPH TANGENTIAL VELOCITY = 184 MPH AT RADIUS OF 150 FT CLINTON POWER STATION UPOATED SAFETY ANAi.. YSIS REPORT FIGURE 3.3-4 EFFECTIVE VELOCITY PRESSURE DISTRIBUTION FOR THE DESIGN-BASIS TORNADO   
........ .._ . ' \ ' .. ,, \\ \\ \\ \\ \\ -, * ..... \ '-.. ''* ''* REVISION 17 OCTOBER 2015 , ..... ''"'-.............
.. .,., .. ........ .._ . ' \ ' .. ,, \\ \\ \\ \\ \\ -, * ..... \ '-.. ''* ''* REVISION 17 OCTOBER 2015 , ..... ''"'-............. __ ....._....._.,-.. _ -...__ ,.._ __ _ .. -.. -----RESULTANT SlRFACf PRESSl.RE FCR WINDWARD WALLS RESULTANT SURFACE PRESSl.RE LEEWARD WALLS KESULTANT SURFACE PRESSl.RE FOR SIDEWALLS ANO ROOFS TRANSLATION VELOCITY = 46 MPH TANGENTIAL VELOCITY = 184 MPH mus OF 150 FT PRESSURE DROP = 1.2 PSI WITHILJ ECONDS 500 000 CLINT 0 N POWER STATION UPOATED SAFETY ANALYSIS ftE,.OltT FIGURE 3.3-5 RESULTANT SURFACE PRESSURES FOR THE DESIGN-BASIS TORNADO FOR RECTANGULAR FLAT-TOPPED STRUCTURES
__ ....._....._.,-
 
.. _ -...__ ,.._ __ _  
}}
.. -.. -----RESULTANT SlRFACf PRESSl.RE FCR WINDWARD WALLS RESULTANT SURFACE PRESSl.RE LEEWARD WALLS KESULTANT SURFACE PRESSl.RE FOR SIDEWALLS ANO ROOFS TRANSLATION VELOCITY = 46 MPH TANGENTIAL VELOCITY = 184 MPH mus OF 150 FT PRESSURE DROP = 1.2 PSI WITHILJ ECONDS 500 000 CLINT 0 N POWER STATION UPOATED SAFETY ANALYSIS ftE,.OltT FIGURE 3.3-5 RESULTANT SURFACE PRESSURES FOR THE DESIGN-BASIS TORNADO FOR RECTANGULAR FLAT-TOPPED STRUCTURES}}

Latest revision as of 20:19, 2 April 2019

Updated Safety Analysis Report (Usar), Revision 18, Chapter 3 - Design of Structures, Components, Equipment, and Systems, Figures 3.3-1 to 3.5-6
ML16305A309
Person / Time
Site: Clinton Constellation icon.png
Issue date: 10/31/2016
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML16305A350 List: ... further results
References
RS-16-196
Download: ML16305A309 (17)
v • d • e


Text

400 300 200 I Q_ 100 2 :z: 1----1 >--0 I-1----1 u 0 _J w -100 > -200 -300 -400 REVISION 17 OCTOBER 2015 4 230 MP 3 2 1 46 MPH ---------0 -/ -1 / 184 MPH 3 RESULTANT VELOCITY --PRESSURE DROP -600 -400 -200 0 200 400 600 800 DISTANCE IN FEET TRANSLATION VELOCITY = 46 MPH TANGENTIAL VELOCITY = 184 MPH AT RADIUS OF 150 FT PRESSURE DROP = 1.2 PSI WITHIN 2.4 SECONDS CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 3.3-3 PRESSURE AND VELOCITY DISTRIBUTION FOR THE DESIGN-BASIS TORNADO C9 1----1 if) Q_ :z: 1----1 w 0:::: =:J if) if) w 0:::: Q_ _J <( 1----1 I-:z: w 0:::: w LL LL 1----1 0 REVISION 17 OCTOBER 2015 SOD 600 RADIUS JN FEET TRANSLATION VELOCITY = 46 MPH TANGENTIAL VELOCITY = 184 MPH AT RADIUS OF 150 FT CLINTON POWER STATION UPOATED SAFETY ANAi.. YSIS REPORT FIGURE 3.3-4 EFFECTIVE VELOCITY PRESSURE DISTRIBUTION FOR THE DESIGN-BASIS TORNADO

.. .,., ..

........ .._ . ' \ ' .. ,, \\ \\ \\ \\ \\ -, * ..... \ '-.. * * REVISION 17 OCTOBER 2015 , ..... "'-.............

__ ....._....._.,-

.. _ -...__ ,.._ __ _

.. -.. -----RESULTANT SlRFACf PRESSl.RE FCR WINDWARD WALLS RESULTANT SURFACE PRESSl.RE LEEWARD WALLS KESULTANT SURFACE PRESSl.RE FOR SIDEWALLS ANO ROOFS TRANSLATION VELOCITY = 46 MPH TANGENTIAL VELOCITY = 184 MPH mus OF 150 FT PRESSURE DROP = 1.2 PSI WITHILJ ECONDS 500 000 CLINT 0 N POWER STATION UPOATED SAFETY ANALYSIS ftE,.OltT FIGURE 3.3-5 RESULTANT SURFACE PRESSURES FOR THE DESIGN-BASIS TORNADO FOR RECTANGULAR FLAT-TOPPED STRUCTURES

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