ML19350C105: Difference between revisions
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
||
| Line 21: | Line 21: | ||
. - . - - - .~ .- .-- - - . .- ._ . | . - . - - - .~ .- .-- - - . .- ._ . | ||
QUAD-Cl'I IES | QUAD-Cl'I IES | ||
! DPR. 29 | ! DPR. 29 t | ||
t | |||
; | ; | ||
5.0 DESIGN FEATUIES | 5.0 DESIGN FEATUIES | ||
'5.1 Site The Quad. Cities Station. which consi<ts of a tract ofiand of approximately 404 acres, is located about 3 miles north of Cordova Illinois. Rock 141and County. Illinois. The tract is situated in port:ons of Sections 7. 8.17. and 18 of Township 20 North. Range 2 East. | |||
'5.1 Site | 5.2 Reactor A. The core shall consist of not more than 724 fue! anemblies. | ||
5.2 Reactor | |||
A. The core shall consist of not more than 724 fue! anemblies. | |||
. B. The reactor core shdi contain '177 cruciferm-shaped control rods. The control material shall be baron carbide power (B.C) compacted to approximately 709, of theoretical density. | . B. The reactor core shdi contain '177 cruciferm-shaped control rods. The control material shall be baron carbide power (B.C) compacted to approximately 709, of theoretical density. | ||
5.3 Reactor % vel The reactor vessel shall be as described in Table 4.1.1 of the SAR. The applicable design codes shall be as described in Table 4.1.1 of the SAR. | 5.3 Reactor % vel The reactor vessel shall be as described in Table 4.1.1 of the SAR. The applicable design codes shall be as described in Table 4.1.1 of the SAR. | ||
5.4 Containment g ' A. The principal design parameters and applicable design codes for the primary containment shall be as | |||
5.4 Containment | |||
: (,,,, given in Table 5.2.1 of the SAR. | : (,,,, given in Table 5.2.1 of the SAR. | ||
B. The secondary containment shall be as described in Section 5.3.2 of the SAR, and the applicable codes | B. The secondary containment shall be as described in Section 5.3.2 of the SAR, and the applicable codes shall be as described in Section 12.1.1.3 of the SAR. | ||
C. Penetrations to the primary containment and piping passing through such penetrations shall be designed in accordance with standards set forth in Section 5.2.2 of the SAR. | |||
shall be as described in Section 12.1.1.3 of the SAR. | |||
C. Penetrations to the primary containment and piping passing through such penetrations shall be designed | |||
in accordance with standards set forth in Section 5.2.2 of the SAR. | |||
5.5 Fuel Seorde | 5.5 Fuel Seorde | ||
- A.' The' new fuel storage facility shall be such that the K, dry is less than 0.90 and flooded is less than | - A.' The' new fuel storage facility shall be such that the K, dry is less than 0.90 and flooded is less than | ||
~ ' | ~ ' | ||
0.95. | 0.95. | ||
] B. The K,j of the spent fuel storage pool shall be few than or equal to 0.95. | ] B. The K,j of the spent fuel storage pool shall be few than or equal to 0.95. | ||
5.6 Seismic Design | 5.6 Seismic Design The reactor building and all contained engineered safeguards are designed for the maximum credible earthquake | ||
The reactor building and all contained engineered safeguards are designed for the maximum credible earthquake | |||
' ground motion with an acceleration of 24'A of gravitv. Dynamic analysiiwas used to determine the earthquake - | ' ground motion with an acceleration of 24'A of gravitv. Dynamic analysiiwas used to determine the earthquake - | ||
l ; acceleration application to the various elevations in the reactor building. | l ; acceleration application to the various elevations in the reactor building. | ||
I s | I s | ||
A d | A d | ||
1-3 l | |||
1-3 | |||
l | |||
~ | ~ | ||
5.0-l~' | 5.0-l~' | ||
6.' | 6.' | ||
.I- | .I- | ||
, _,_ ' I. ' | , _,_ ' I. ' | ||
_ . . - - . - - . - . - - - - = . - - . . _ | _ . . - - . - - . - . - - - - = . - - . . _ | ||
, , - QUAD-Cllli'S | , , - QUAD-Cllli'S | ||
' Di'it-30 ; | ' Di'it-30 ; | ||
r f. | r f. | ||
5.0 DESIGN FEATUltES - | 5.0 DESIGN FEATUltES - | ||
1 5.1 Site | |||
1 | |||
5.1 Site | |||
; The Quad. Cities Station.w hich consists of a tract ofland of approxiinatdy 404 acres. is located about 3 miles north of Cordova. Illinois. Rock Island County. Illinois. The tract is situated in portions of Sectmns 7. S.17. and 18 of t Township 20 North. Range 2 liast. | ; The Quad. Cities Station.w hich consists of a tract ofland of approxiinatdy 404 acres. is located about 3 miles north of Cordova. Illinois. Rock Island County. Illinois. The tract is situated in portions of Sectmns 7. S.17. and 18 of t Township 20 North. Range 2 liast. | ||
5.2 Reactor A. The core shall consist of not more tha: 724 fuel assembliet | 5.2 Reactor A. The core shall consist of not more tha: 724 fuel assembliet | ||
. B. The reactor core shall contain 177 cruciform-sh.tped control rods The control material shall be boron | . B. The reactor core shall contain 177 cruciform-sh.tped control rods The control material shall be boron | ||
; | ; | ||
carbide power (B,C) compacted to approximately 70'~c of theoretical density. | carbide power (B,C) compacted to approximately 70'~c of theoretical density. | ||
5.3 Reactor Vewel t The reactor vessel shall be as described in Table 4.1.1 of the S AR.The applicable design codes shall be as described 4 | |||
in Table 4.1.1 of the SAR. | in Table 4.1.1 of the SAR. | ||
4 5.4 Cor.:ainment j A. The principal design parameters and applicable design codes for the primary containment shall be as | 4 5.4 Cor.:ainment j A. The principal design parameters and applicable design codes for the primary containment shall be as | ||
: 1. - - given in Table 5.2.1 of the SAR. | : 1. - - given in Table 5.2.1 of the SAR. | ||
B. .The secondary containment shall be a(described in Section 5.3.2 of the SAR. and the applicable codes shall be as described in Section 12.1.1.3 of the SAR. | B. .The secondary containment shall be a(described in Section 5.3.2 of the SAR. and the applicable codes shall be as described in Section 12.1.1.3 of the SAR. | ||
. C. . Penetrations to the primary containment and piping passing through such penetrations shall be designed in accordance with standards set forth in Section 5.2.2 of the SAR. | . C. . Penetrations to the primary containment and piping passing through such penetrations shall be designed in accordance with standards set forth in Section 5.2.2 of the SAR. | ||
: t. , | : t. , | ||
_ 5.5 Fuel Storage - ; | _ 5.5 Fuel Storage - ; | ||
A.1 The new fuel storage facility shall be such that the K,, dry is less than 0.90 ard 11ooded is less than , | A.1 The new fuel storage facility shall be such that the K,, dry is less than 0.90 ard 11ooded is less than , | ||
0.95. | 0.95. | ||
The K,, of the spent fuel storage pool shall be less than or equal to 0.95. | The K,, of the spent fuel storage pool shall be less than or equal to 0.95. | ||
_ -[ B. | _ -[ B. | ||
. 5.6 Seismic Design The reactor building and all sontained engineered safeguards are designed for the maximum credible earthquake 4 ground motion with an acceleration of 247 of gravity. Dyn.imic analysis was used to determine the earthquak'c acceleration application to the various elevations, in t' he reactor buil!ine. | |||
. 5.6 Seismic Design The reactor building and all sontained engineered safeguards are designed for the maximum credible earthquake | |||
4 ground motion with an acceleration of 247 of gravity. Dyn.imic analysis was used to determine the earthquak'c | |||
acceleration application to the various elevations, in t' he reactor buil!ine | |||
1 | 1 | ||
+ | + | ||
' . H | ' . H 5.0 - 1. | ||
5.0 - 1. | |||
e}} | e}} | ||
Revision as of 00:59, 31 January 2020
| ML19350C105 | |
| Person / Time | |
|---|---|
| Site: | Quad Cities  |
| Issue date: | 03/26/1981 |
| From: | COMMONWEALTH EDISON CO. |
| To: | |
| Shared Package | |
| ML19350C104 | List: |
| References | |
| NUDOCS 8103300479 | |
| Download: ML19350C105 (3) | |
Text
g ATTACHMENT I Proposed Changes to Technical Specifications Quad Cities Station Units 1 and 2 Revised Pages: DPR-29, page 5.0-1 DPR-30, page 5.0-1
-810 3 3 0 0YN3 .
. - . - - - .~ .- .-- - - . .- ._ .
QUAD-Cl'I IES
! DPR. 29 t
5.0 DESIGN FEATUIES
'5.1 Site The Quad. Cities Station. which consi<ts of a tract ofiand of approximately 404 acres, is located about 3 miles north of Cordova Illinois. Rock 141and County. Illinois. The tract is situated in port:ons of Sections 7. 8.17. and 18 of Township 20 North. Range 2 East.
5.2 Reactor A. The core shall consist of not more than 724 fue! anemblies.
. B. The reactor core shdi contain '177 cruciferm-shaped control rods. The control material shall be baron carbide power (B.C) compacted to approximately 709, of theoretical density.
5.3 Reactor % vel The reactor vessel shall be as described in Table 4.1.1 of the SAR. The applicable design codes shall be as described in Table 4.1.1 of the SAR.
5.4 Containment g ' A. The principal design parameters and applicable design codes for the primary containment shall be as
- (,,,, given in Table 5.2.1 of the SAR.
B. The secondary containment shall be as described in Section 5.3.2 of the SAR, and the applicable codes shall be as described in Section 12.1.1.3 of the SAR.
C. Penetrations to the primary containment and piping passing through such penetrations shall be designed in accordance with standards set forth in Section 5.2.2 of the SAR.
5.5 Fuel Seorde
- A.' The' new fuel storage facility shall be such that the K, dry is less than 0.90 and flooded is less than
~ '
0.95.
] B. The K,j of the spent fuel storage pool shall be few than or equal to 0.95.
5.6 Seismic Design The reactor building and all contained engineered safeguards are designed for the maximum credible earthquake
' ground motion with an acceleration of 24'A of gravitv. Dynamic analysiiwas used to determine the earthquake -
l ; acceleration application to the various elevations in the reactor building.
I s
A d
1-3 l
~
5.0-l~'
6.'
.I-
, _,_ ' I. '
_ . . - - . - - . - . - - - - = . - - . . _
, , - QUAD-Cllli'S
' Di'it-30 ;
r f.
5.0 DESIGN FEATUltES -
1 5.1 Site
- The Quad. Cities Station.w hich consists of a tract ofland of approxiinatdy 404 acres. is located about 3 miles north of Cordova. Illinois. Rock Island County. Illinois. The tract is situated in portions of Sectmns 7. S.17. and 18 of t Township 20 North. Range 2 liast.
5.2 Reactor A. The core shall consist of not more tha: 724 fuel assembliet
. B. The reactor core shall contain 177 cruciform-sh.tped control rods The control material shall be boron
carbide power (B,C) compacted to approximately 70'~c of theoretical density.
5.3 Reactor Vewel t The reactor vessel shall be as described in Table 4.1.1 of the S AR.The applicable design codes shall be as described 4
in Table 4.1.1 of the SAR.
4 5.4 Cor.:ainment j A. The principal design parameters and applicable design codes for the primary containment shall be as
- 1. - - given in Table 5.2.1 of the SAR.
B. .The secondary containment shall be a(described in Section 5.3.2 of the SAR. and the applicable codes shall be as described in Section 12.1.1.3 of the SAR.
. C. . Penetrations to the primary containment and piping passing through such penetrations shall be designed in accordance with standards set forth in Section 5.2.2 of the SAR.
- t. ,
_ 5.5 Fuel Storage - ;
A.1 The new fuel storage facility shall be such that the K,, dry is less than 0.90 ard 11ooded is less than ,
0.95.
The K,, of the spent fuel storage pool shall be less than or equal to 0.95.
_ -[ B.
. 5.6 Seismic Design The reactor building and all sontained engineered safeguards are designed for the maximum credible earthquake 4 ground motion with an acceleration of 247 of gravity. Dyn.imic analysis was used to determine the earthquak'c acceleration application to the various elevations, in t' he reactor buil!ine.
1
+
' . H 5.0 - 1.
e