ML16305A309: Difference between revisions
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| number = ML16305A309 | | number = ML16305A309 | ||
| issue date = 10/31/2016 | | issue date = 10/31/2016 | ||
| title = | | 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 | ||
| Line 15: | Line 15: | ||
| page count = 17 | | page count = 17 | ||
}} | }} | ||
=Text= | |||
{{#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 | |||
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.. -.. -----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
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