ML20081A240
| ML20081A240 | |
| Person / Time | |
|---|---|
| Site: | Calvert Cliffs  |
| Issue date: | 02/14/1984 |
| From: | Raju Patel BECHTEL GROUP, INC. |
| To: | |
| Shared Package | |
| ML20081A236 | List: |
| References | |
| RTR-NUREG-0737, RTR-NUREG-737 NUDOCS 8403050100 | |
| Download: ML20081A240 (162) | |
Text
{{#Wiki_filter:- _ _ _ _ _ _ _ . _ _ - _ _ _ _ _ L CALVERT CLIFFS NUCLEAR POWER PLANT ! JOB NUMBER 11865 ENCLOSURE 1
~~
REPORT ON TASK 05088 PRESSURIZER RELIEF VALVE DISCHARGE PIPING QUALIFICATION FOR UNIT NO. 2 CALVERT CLIFFS NUCLEAR POWER PLANT JOB 11865 (This report complements the Class I Piping Stress Report) Approved: > (L Date: 1 Ib Sk '. I s Date: 1 . . 8403050100 840229 PDR ADOCK 05000 P _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J
CALVERT CZ.IFFS NUCLEAR POWER PLANT JOB NUMBER 11865 1.0 CENERAL This task was begun in response to NUREG 0578 Section 2.1.2 " Performance Testing on BWR and PWR Safety and Relief Valves", and the clarification supplied by NUREG 0737 Section II.D.I. The task for the Calvert Cliffs Nuclear Plant was divided into two parts, namely, Assessment of Relief Valve Performance; and Qualification of Relief Valve Piping Due to Discharge Loading. The assessment of the safety valves. SVs, and the power operated relief valves, PORVs, performance was undertaken by EPRI and a report was issued by that group. The research had shown significant valve / piping loading resulting from designs employing water seals upstream of the valves. Bechtel was given the task of evaluating ana qualifying the relief valve piping for Unit No. 2. This plant does not have a water seal design. 1.1 DESIGN EVOLUTION The first effort to respond to this task was simply to qualify the piping by using the original class 1 analysis performed for Calvert Cliffs. Upon investigation into this area, that plan was dropped due to a lack of a plant specific dynamic forcing function from EPRl. This led to consideration of a new analysis using state of the art tools available today. Af ter some study, and from a review of the research, the computer code RELAP 5/ MOD 1, which has been recommended by EPRI for this task, was chosen. An extensive computer model of the entire system was developed which included the pressurizer, all relief valve piping from, the pressurizer down to and including the quench tank, as well as br~anch connections to closed valves. The boundary conditions that were used were supplied by the NSSS vendor to EPRI in the form of a report. 1 i
CALVERT CLIFFS NUCLEAR POWER PLANT JOB NUMBER 11865 The original model included safety valves which behaved similarly to the safety valves (Dresser model No. 31739A) that were tested by EPRI. The valve model was bench marked to those test results. However, this valve model showed unsatisfactory behavior (chattering) in the Calvert Cliffs system. Subsequently, the NSSS vendor, Combustion Engineering, and the valve manufacturer, Dresser, collaborated on new ring settings to assure stable operation of the safety valves. This led to the present model which incorporates these changes to the safety valves as well as the latest boundary conditicns reported by EPRI. '
2.0 DESCRIPTION
OF ANALYTICAL METHODS 2.1 Forcing Function Determination The RELAP 5/ MOD 1* code uses a full two fluid non-equilibrium treatment of the equations of continuity (mass, energy & momentum) . The differential equations are solved in finite-difference form over a volume mesh representing the piping system. The model of the pressurizer relief valve system (see Fig. 1) is composed of 347 volumes representing approximately 400 feet of piping. It includes all of the relief valves and branch lines between the pressurizer and the quench tank. The initial and transient conditions in the pressurizer for the two cases analyzed are presented in Table 1.
*RELAPS/ MOD 1 hereafter is truncated to RELAP.
2
CALVER,T CLIFFS NUCLEAR POWER PLANT JOB NUMBER 11865 TABLE 1 PRE 3SURIZER TRANSIENT INITIAL CONDITIONS TRANSIENT VALVES IN MAX PRESSURE PRESSURE OPERATION (psia) RAMP RATE (psia /see) Loss of Load PORV 2538.0 46.0 Loss of AC SV 2534.0 o4.4 NOTE: During loss of load, the safety valves are assumed not to open and during loss of AC, the FORV's will not open. For the loss of load case the NSSS vendor states that if the FORVs open, the maximum pressure will not be 2538 psia, but will stay below the safety valve set point. Therefore, the safety valves are assumed not to open but the maximum pressure used is 2538 psia for conservatism. t l I l 4 ( 3
I CALVERT CLIFFS NUCLEAR POWER PLANT JOB NUF3ER 11865 HZ 41 4/ 33 4V M % OR Anchor 38 II I4 39 PORV # g 53 9 Anchor s>- s, [
.s e
t. 28 ,, 25 k Y PRESSURIZER s
- N0ZZLE 57 57/ PRESSURIZER ft 3
, N0ZZLE 4
69 of W l M 4 , 6e
'p UNIT 2 PRESSURIZER RELIEF PIPING .
ISOMETRIC pf 73 SHOWING ry y7 FORCING FUNCTION NODE NUMBERS QUENCH TANK N0ZZLE FIG. 1 4
CALVERT CLIFFS NUCLEAR POWER PLANT JOB NUMBER 11865 The most important part of t '.e system model is the safety valves. The valve nodels are valve comporent;. in RELAP 5. This type of component acts as an orifice which opens at a set rate. The PORVs open when the pressurizer reaches the set pressure and they achieve full open in 0.13 seconds. The safety valves open when the pipe directly upstream of the valve reaches the set pressure and they achieve full open in 0.012 seconds The valve opening times are obtained from the EPRI Reports. RELAP calculates all of the hydro-dynamic conditions in the piping for these transients and this information is translated to piping loadings by a post-processor code (REPIPE). These results are then used in the Bechtel stress code ME 101 which calculates hanger loads, forces and moments on connecting piping components, and pipe stresses. 2.2 Piping System Stress Analysis ME101 is a finite element computer program which performs linear elastic analysis of piping systems using standard beam theory techniques. The input data format is specifically designed for pipe stress engineering. ME101 performs a thorough checking of the input prior to performing analysis. The program additionally modifies the geometry automatically to improve the finite element model. ME101 performs static and dynamic load analysis of piping systems, ef fective weight calculations, and ASME Section III Nuclear Class 2 and ANSI B31.1 Code stress checks. The ME-101 output is then used for further analyses considering fatigue to develop a Class 1 report. Static analysis considers one or more of the following: thermal expansion, dead weight, uniformly distributed loads, and externally applied forces,
~
moments, displacements and rotations, individual force loads, static seismic (uniform directional acceleration) loads, or seismic anchor mc,vement analysis. 5
CALVERT CLIFFS NUCLEAR POWER PLET JOB NUMBER 11865 Dynamic Analysis is based upon the standard normal mode nuperposition techniques. The input excitation may be in the form of single or multiple c seismic response spectra or time dependent loading functions such as was f obtained from REPIPE. Various methods of eigenvalue solution are S available. Determinant Search or Subspace Iteration considers all data points as mass points. Kinematic Reduction considers masses only at user specified data points in designated directions. In the time history analysis, the excitation may be in the form of arbitrary nodal forces, support displacements (or rotations) or support accelerations (or rotations) that are not necessarily in phase. The safety valve input (REPIPE) considered nodal forces. The piping model includes the option of adding new PORV flanges in the future for maintenance purposes. The resulting pipe stresses were reviewed using the USAS B31.7, 1969 Code. The piping system was modeled as three separate problems; two problems considered each SV/PORV network from the vessel nozzles to the common anchor, the third problem considered the piping from the anchor to the quench tank nozzle. 2.3 Pipe Supports Evaluation Supports were evaluated using classical beam-column linear analyses. Indoterminate structures were analyzed using ICES-STRUDL-II computer code. Analytic procedures in ICES STRUDL-II apply to both framed structures and continuous mechanics problems. Framed structures are two or three dimensional structures composed of slender, linear members, which can be represented by properties along a centroidal axis. Such a structure is composed of joints, including support joints, and members connectini.the joints. A variety of force conditions on member ends and at support joints may be specified implicitly by means of structural type and orientation commands or explicitly for a member or joint. 6
CALVERT CLIFFS NUCLEAR POWER PLRNT JOB NUMBER 11865 3.0 RESULTS 3.1 grcing Function Analysis results are presented in the form of the force-time history plots for the nodes as shown in Figure 1. (see Appendices A&B) These force-time histories were direct input to the stress code ME-101. The results of the stress analysis are presented in detail in the Class 1 stress recort and are summarized in the following sections. 3.2 Stresses in Piping and Fittings A complete analysis of all design load cases resulted in pipe stresses which meet the ASME B31.7. 1969 Code allowables. l l l l i l l l l 7
Table 2 ENVELOFE OF V4LVE FND IAADINCS
- FOR 2-RV-200 Definitions .
Fg = Antal Force along Flow Direction
= Force along vertical Direction F,
F, = t.t.rai F-..
=- h fined Similarly Mg . M, & MC i SAM = Setemic Anchor Motion i
loometric No. UP etrees loometric Wo. Downatreme I h tn Froblem Ilo. F-2322 Rev. O Data Point 10 Problea No. { F-23*2 Rev. O Data rotat 12 Test g Operatina Design SAM Q>erattas DestRn SAM i N real Weight Basis g i tasta 1.oad FORV N rmal Weight Basis Basis Load FORV Expan. Pipe Earth- Earth (OSE) /SEV Espan. Pips Earth- Eastb (OSE) /SRV O 40/ Fluide Quake Insul. OBE(E) Quake DBE (E') Fluide Quake Insal. OBE(E) Quake DSE(E') q o eq ( F A 54/ -296/ 5/ a tp 1 228 -361 792 1189 170 702 -259 -120 511 767 191 23l M Vg 296/ U/ M/ 27/ 259 120 759 1839 191 218 228 f* y, 2%7 814 1222 370 F 19/ 10/ -19/ 4/ 166 gc w O C 1 8 48 717 3076 6 21 -8 -%I 379 569 6 205 t') F l n, 164/ 59/ 87/ 1/ " a 123 la 118 179 35 117 121 8 ll68 1753 67 172 e y Y M E
-101/ 8/ 148/ t/ H
-127 717 1076 -16 Mg -44/
-19 62 59/
46 117 234/ 295 442 34 75/ 44 y[
-51 -74 262 393 199 356 59 0 1190 2086 57 497 w x D1 W
l NOTES: 1. Units - Forces: LSS ets l Momentet FT-LAS
- 2. h real Imade for 2 modes specified
{ a h j N rmal Mode it Both Valves - SRV & FORV Closed FORV Load Dynamic Load due to POAV Opening (SRV Closed) q N real Mode 2 FORV Open. SRV Closed SRV Load Dygnate Load due to SRV Opening (FORV Closed) I O I I i 1
- r. _ _ _ _ _ _ _ __
Table 3
- FNVELOPE OF VALVE END LOADINGS FOR 2-BV-201 Definitione .
- Fg = Antal Force along F1w Direction ~
=
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= Lateral Force
- M'b8HC A
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- 285 301 -11 -211 235 352 407 40 F -468/ 9/ 468/ 11/
c z
-322
-7n/
-88 109 164 7 45 322 88 177 265 7 101 gCO M, 5/ -824/
-680
-473/
-32 57 86 125 43 -734 -7 169 253 81 18/
187 QN> M, 16/ 1856/
-492 59 Bl6 174 76 3/ H M M
C 122/ 5/ 6 943 34/ 104 142 213 130 21/ 2 yy 2tl 124 158 237 35I 264 -59 159 141 212 229 mO 368 -. tJi 2 1 KOTES: 1. Unita - Forces LBS m I Homents: FT-l.BS 1 'O i
- 2. Thermal Loads for 2 mades specified Thermal Mode la Roth Valves - SRV & FORV Closed
>3 f
Thermal Mode 2: FORV Open. SRV Closed FORV Load Dynamic Load due to FORV opening (SRV Closed) SBV Load : Dynaalc Load due to SRV Opening (FORY Closed) I O l
< CALVERT CLIFFS NUCLEAR POWER PLANT
_J_O_B NUMBER 11865 3.3 Piping System Supports The support review for the new react. ions is summarized below.
- 1. Total number of existing supports - 84.
- 2. Currently, modifications for a total of 12 supports are planned.
The new analysis requires upgrading of the supports either to bring various members to within code allowabic stresses or to increase the margin of safety to within acceptable limits. Supports to be modified due to the new loads generated from this analysis are presented in Table 4. TABI.E 4 SUPPORTS REQUIRING MODIFICATION
+SK-2-19031 +SK-36671
+SK-2-17508 +SK-2-12715 i
+SK-2-17524 SK-36711*
+SK-2-12720 SK-36747**
+SK-2-12722 SK-36748**
! +SK-2-12723 SK-36704 (+) are located within the Pressurizer Compartment. l
- This snubber is to be deleted
** These snubbers to be replaced with struts A
10
CALVERT CLIFFS NUCLEAR POWER PLANT JOB NUMBER 11865
4.0 CONCLUSION
In accordance with NUREG., 0737 Section II.D.I, the analysis of the pressurizer relief valve piping has shown that piping system stresses due to discharge loading vill be within code allowables. An analysis of the support syste.a for this piping shows local yielding of some support members. A non-linear analysis may show the supports to be adequate. However, it is not recommended because of the expense and the possibility that modifications may still to a lesser extent be required. Considering the stress margin ( } available for the piping system it is our judgement that even with support member deformation, the piping system will remain intact during relief valve operation coincident with an Operating Basis Earthquake (OBE). This condition is the limiting load case. In addition, it is also our judgement that the safety valves will remain operable as a result of the low valve end loadings shown in tables 3 and 4. - Based on the above it is our recommendation that the supports in question be reworked in an orderly manner in lieu of further analysis. 4 (1) The highest combined stress for class 2 piping, for the OBE is 6420 psi compared to an allowable 1.2 Sh of 17558 psi. 11
CALVE @T CLIFFS NUCLEAR POWER PLANT JOB NUMBER 11865 t APPENDIX A RELAP RESULTS FORCE-TIME HISTORY FOR POWER OPERATED RELIEF VALVE OPENING l-FIGS. A-1 THRU A-75 l l l .
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