ML20211F136
| ML20211F136 | |
| Person / Time | |
|---|---|
| Site: | Cooper  |
| Issue date: | 04/06/1999 |
| From: | Kirchman E NEBRASKA PUBLIC POWER DISTRICT |
| To: | |
| Shared Package | |
| ML20211F135 | List: |
| References | |
| NEDC-97-044, NEDC-97-044-R01, NUDOCS 9908300249 | |
| Download: ML20211F136 (400) | |
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_. d4 3 Titfe NPSH Maroins for the RHR and CS oumps 5;' Calculation No. NEDC 97 044
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f 1 f,' l Task identification No. N/A I System / Structure RHR & CS y Design Change No. MP 96-132 Component RHRf-A, B, C, & D: CS-P-A & B Discipline Mechanical Classification: I X l Essential i I Non-Essential Calc.
Description:
Note: This calculation voids and supersedes NEDC 97-041 and NEDC 97-044. Rev. O. The calctdation established the NPSH margins for the RHR and CS pumps based upon the modification made by MP 96-132 and the requirements of IE BuRetin 96-03 and Regulatory Guide 1.02. Revision 2. Conclusion The new strainer design wal provide adequate NPSH margins at all times under the worst case accident conditions as postulated in Cooper's Iscensing design basis, but is unable to provide the margin originally stated in the SER for CS. Attachments Attachment A - EJ 97125 Attachment B - The results for Case 1. *Desagn Basts Defautson (Design Basis LOCAL
- Attachment C - The results for Case 2.
- Bounding Case Deleutson (Worst Case for RHR Design Bases LOCA)*
Attachment D - The resulte for Case 3. ' Bounding Cese Detsupon (Worst Case for CS Design Basis LOCA)* Attachment E - Manimum Containment Pressure Required for ECCS Pump Operation Attachment F - Results of Sensitivity Studies on Case 1. 2. & 3 Attachment G - Suppression Pool Tenperature and Pressure Curves used an this Analysis Attachment H - Exemples of the Macros Used in this Evaluation Attachment 1 - Equations Used in the Spreadsheets Attachment J - K Factor Determinetson for the RHR and CS Suction Lanes Attachment K -- Headiosa curves with a Clean Strainer for the RHR and CS Suction Lines Attachment L RMI Heedoss Evaluation Attachment M - Tabular data for the
- Design Basis' case en Attachment E.
1 1 See Revision Summary Simon alle/p [g /f I [. 0 3 Initiallssue GE 3I14197 J. Drasiert1) N/A J. R. Flahertyl11 Rev. Status Prepared No. Checked or Design Approved
.. Revision Description By/Date i ' Reviewed By/Dete Verification /Date By/Date Status Codes
- 1. As - Built 3. For Construction it) See microfilm for original signazures.
- 2. Information only 4. Superseded or Deleted
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s l1 k Document Wuauberg M eulation NEDC 97-044. Rev. 1
Title:
MPSH Mareins for the RHR and CS Pumos
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k DESIGN VEPIFIED l(ETHOD (IP APPLICABLE) [
$. Original Issue X _ Individual Review Art Wiere (Lead) f Amendment Interdisciplinary Review I X Revision Qualification Testing h Alternate calculation Design Document (s) Reviewed (Attach Additional Sheet (s) If Needed): ,
1 i See Design Calculation Cross Reference Index in NEDC 97-044, Rev. 1 I I l Stmunary of Design Vertitcatton (Attach Addittonal Sheetts) If Needed): The flows assumed in the calculation were vertised to envelcpe the Post-LOCA flows shown in the CMS USAR, which are also shown in NEDC 94-034. Sensitivity cases are included to address possible deviations from design flows. The methodology was compared to that itsted in the GE methodology, as well as the l methodology included in Rev. c ef thts calculation (which was prepared ano design i verified by gel. The macros included an the Excel spreadsheets were revtewed Itne -
- by - line to ensure they are correctly coded. Sensattvity cases were ran, using
( Inputs identacal to the Rev. O verston of this calculation, and shown to provide the same results. This ensures the macro and spieadsheets are provadang accurate results, even when inputs (flows and or deDras loading; are varted. The SER issued by the NRC was reviewed to ensure appropriate concerns with the BWROG methodology are addressed. Conclusions (Attach Additional Sheetts) If Neededi: Calculation NEDC 97-044, Rev. 1 1s acceptable. Design Verifier: Art wiese b it u Date: 4/6/99 DED Engineering Supervisor: b- A - - Date: h' S*'
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/ /ps/1!t S' T.rs' N"d l PROCEDURE NUMBER 3.4.8 l REVISION NUMBER 8 l PAGE 5 Or 7 l L_ . k___ _ 4 ._ .
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had sldons all be addressed, as applicable, during the Pt eiMati of A 4e 6 verification. These Design verification Elements are q bayeden. tbe: rtqt{irynentg of ANSI N45.2.11-1974. Other Design Verification Eltunerits"have'been' ddded based on specific requirements. 6 6 [ 1.1 were the design inputs, per Procedure 3.4.6, correctly selected and incorporated into the design? 1.2
- Are all applicable design inputs documented as design inputs?
1.3 Are all applicable design inputs clearly substantiated by retrievable support document (s)? 1.4 Are input the latest applicable documents utilized?c revisions (including pending data) of design 1.5 Are assumptions necessary to pe.Tform the design activity adequately described and reasonable? Whrs ,aecessary, are the assumptions identified for subsequent re-verificatron., when the detailed design activatles are complete? ' 1.6 Are the appropriate quality and quality assurance requirements specified? l 1.7 l Are the applicable codes, standards and regulatory requirements, including issue and addenda, properly identified and are thett requirements and design met? 1.8 Have applicable construction 6.W operating experience been considered? 1.9 Have the design interface requirements been satisfied? 1.10 was an appropriate design stethod used? 1.11 Is the output reasonable compared to inputs? 1.12 Are the specified parts, equipment, and processes suitable for the required application? 1.13 Are the specified materials compatible with each other and the design ; environmental conditions to which the material will be exposed? i 1.14 Have adequate maintenance features and requirements been specified? 1.15 Are accessibility and other design provistons adequate for performances of needed maintenance and repatr? 1.16 Has adequate accessibility been provided to perform in-service inspection expected to be required during plant life? Does this design provide adequate access to other components that require anservice inspection and testing? 1.17 Has the design properly considered radiation exposure to the public and plant personnel? Include review of USAR Section XII, subsection 3.0, for affects to plant radiation zones during operation and shutdown conditions. 1.18 Are the acceptability criteria incorporated in the design documents sufficient to allow verification that design requirements have been satisfactorily accomplished? l PROCEDURE NtMBER '3.4.8 l REVISION NUMBER 8 l PAGE 6 OF 7 l 4,
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it19 3sVw#m ate '! L@ b beert. popria;)tely specified?re-operationa'1' and subsequent periodic test requirements O l k, 1.19.1 'Are air-operated components, that have been added or affected by ' ! 16 this change, tested for fail position on loss of air or loss of l) electrical power. E' 1.19.2 Is adequate qualification testing specified for new or unproven , i equipment designs? 1.20 Are adequate handling, storage, cleaning, and shipping requirements l }> specified? 1.21 Are adequate identification requirements specified? { 1.22 Are requirements for record preparation, review, approval, retention, etc., adequately specified? 1.23 Has this design adequately considered hazards such as missiles, Jet impingement, etc.? 1.24 Has the design adequately considered seismic requirements. barge impact, and Mark I loadings as appropriate? j 1.25 If this change involves a modification to a containment asolation boundary, have the following documents been checked for possible impact? 1.25.1 GCTS9 Technical Specification Tables 3.7.1 through 3.7.4. 1.25.2 USAR Table VII-3-1 1.25.3 USAR Section V. ! 1.26 Has this desiqn adequately addressed internal flooding vulnerability? 1.26.1 Does the design change increase potential for internal flooding? l 1.26.2 Does the design change reduce capability to isolate or cope with flooding? I 1.26.3 Does the design locate essential equipaent where at would be susceptible to flooding? 1.27 Has the design adequately considered CNS Computer System interf aces (PMIS. Annunciator, security, simulatort? l 1.28 Has the design adequately addressed its irpact on CNS Emergency Operating Procedures and the Emergency Procedure Guadeltnes? l 1.29 For electrical and IEC changes, the results of the point-to-point analysis indicate the design satisfies the specified design requirements and fully satisfies applicable topics listed on this attachment? 1.30 Do all drawings af fected by the modification have pending DCNs reserved and the information is properly documented?C l 1.31 If Design Review Checklists are included as part of the document being reviewed, the reviewer agrees with Design Review Checklist answers? [ Document Numbert NEDc97-044. Rev. I has been reviewed for the above Design Verification Elements and the appropriate Design Verification Elements have been adequately addressed. f Design Verifier 1 Art Wiese h Date: 4/6/99 l PROCEDURE NUMBER 3.4.8 l REVISION NtMBER 0 l PAGE 7 OF 7 l L .. .. x Nd h , -
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Nd 1 Preposed By: atgehenen Chechwed By: iNd. Date: Nov 201991 4-b Date: 19 91
"- b flev. PENDING CHANGES TO No. DESIGN INPUTS No. DESIGN INPUTS AFFECTED DOCUMENTS 1 NEDC94-231 < 4 4 2 NEDC 94434 0 3 NEDC 97-042 < 0 4 NEDC 98-042 0 A'
; 5 EJ 97-125 0 -l 6 Drwa 105E2199 N01
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7 Drwa 10$E2200 NOI 8 Drwa 10$E2322. Sht. I NOI j 9 Dewa 105E2322. Sht. 2 N01
',l 10 Drwa 10$E2322. Sht. 3 N01 11 Drwa 10$E2452 N01 12 A/D Dawn 882-3 (*) N01 13 A/D Drwa 886-3 (*) N01 14 A/D Drwa 857-3 (*) C , 15 A/D Drwa 933 3 (*) B 16 CB&IDrwa 69 N04 DCN 98-1040 17 leo 26031 NIO ij 18 Iso 2603-2 N09 19 Iso 2625-1 N09 l i
20 Iso 2625-2 N09 21 Iso 2625-4 N07
, 22 Iso 26261 N06 23 Iso 2626-2 N04 24 Drwa27953 - N/A 25 Drwa 28147 - N/A 26 Drwa28148 ' N/A ,' 27 Drwa 28149 < N/A j f 28 Drwa 'IC-3374
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[ 29 DrwaTC-3351 < N/A 30 ITS 3.6.2.1 178 1 .
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NEDC 97 044: Prepared By: Elrich Kirchmen Checked / Reviewed By: d db hr: 7 Rev.No. 8 Date: Nov.92 13 98 Date: 44 - b 13_99 4 Revision Summary Nov.1 - This maior revision was necesastated by the issuance of the Nucl. ear Regulatory Comenission's SER for NEDO-32686. Rev. O. *Utilrty Rosalution Guide For ECCS Suction Strainer Blockage.* Cooper's ECCS strenners where both doesgned and installed prior to the issuance of the of the final SER on en "at nak* basis, and Revision O of this calculation contains the assumptions and design basic used for their design. This revision now reconcdes the exceptions noted in the SER. and also factors in the latest versson Utility Resolution Guide (NEDO-32686-A. Oct 1998) to establish Cooper's new ECCS NPSH margins. As pages have been replaced i 6 4 . i. !
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k, y, l Sheet Y of # Nebraska Public Power District ' I DESIGN CALCULATIONS SHEET I NEDC . 97-044
;" Prepared By: Elrich Kirchman Checked / Reviewed By: _ blo Rev.No. / Date: Nov 29 19 98 Date: O6 19 %
I i. Purpose 1 The purpose of this calculation is to estrnate the NPSH margos for the RHR and CS pumps with the new suction strainers installed under MP 96-132. usmg the entens set forth in NRC Bulletin 96-03 and Regulatory Guide 1.82. Revision 2. l References
- 1) Crane Techncal Paper #410. Dated 1985.
- 2) GE Liconomg Topical Report NEDC-32721P Rev.1. *Appiscation Methodology for GE Stecked Disk ECCS Suction Strainer." Deted November,1997.
- 3) NEDO 32686-A. "Utihty Resolutaan Guide (URG) for ECCS Sucten Strainer Beockage." October 1998.
- 4) SER Related to NRC BuBotin 96-03. Bodmg Water Reactor Owners Group Topical Report NEDO 32686.
"Utdety Resolution Guidance for ECCS Suction Stramer Blockage *. Docket No. PHOJ0691. Dated August 20.1998.
- 5) Cameron Hydraulse Data.17th Eestson. First Pretog.1988.
- 6) DeLaval Engmeermg Handbook. Thad Edition. Edned by Hans Gartmann 1970
- 7) NEDC-32687P. Rev.t. SAFER /GESTRJCA Loss of Coolent Accident Analysis. Dated March 1997.
- 8) NEDC-32675P, Rev.1. SAFER /GESTR4CM Analyse Base Documentaten. Dated June 1997,
- 9) NUREG/CR-6224. *Perametre Study of the Potentiel for SWR [CCS Stromer Blockage Due to LOC A generated Debns.* Deted October 1995.
- 10) Reguletory Guade 1.82. Revieson 2,
- 11) NRC Butetin 96 03.
- 12) DED Letter 98127. Alan Able to Scott Froborg. "RHR Flow Loop Error Determination." Dated May 20 1998.
Assumptions
- 1) The enemamum and mansmum LPCI flowrotes well be assumed to be 9.240 and 6.500 gpm. respectively.
The mamamum value es beoed upon a broken loop meection rate of 8.800 gpm. entrapolated from NEDC 94-230. heures 1 though 4. plus a 5% mergin to account for possible uncertaintres as NEDC 94 230 used pressure and flow data to determme the system's head curve. Whereas, the mensmum value was taken dirktly from reference 8. pg S 17. note 3. with re margin applied as this es an analytcal hm:1. It should be roted that the run-out flowrote (i.e.. the entaction howrote wrth the minamum flow vatve failed open) g'ven in NEDC 94-230 is not applicable air.co the system's configuration as the result of the LPCIloop select modsfcation prohituts the reahenment of the loop with the f ailed ensnimum flow valve anto suppression pool ' cooling. That is, the power failure that caused the sublect minimum flow valve to remain open also ! prevents service water from being delivered to that loop's heat exchanger. makmg its reabgnment into i suppressaan pool cooieng impractical. Theretore, using the B.800 gpm broken loop flowrote for the intact loop is conservative, since the addstoonal head of miectog into the vessel will reduce flow. I
- 2) The mensmum and mamunum RHR flows whenever en suppression pool coolog win be assumed to be 7.100 and 9.000 gpm. respectively. The lower value es based upon a nommar flowrote of 7.700 09m (Ref. CNS Procedure 2.2.69.3).
- 600 gom to account Ior tw instrument error and uncertamty, while the upper value bounds the maximurn value of 8.800 gpm extrapolated from NEDC 94-230. The 600 spm margin is based upon douhing and roundog up the indicator's non accident uncertainty; 2 263 gpm (Ref.12).
; 3) A run-out flowrote of 6500 gom wat be conservatively assumed for CS. This assumption is based upon the upper bound value derived from NEDC 94-142. which already contains aufficient margins to account for measurement inaccuracies and uncertaintees, and therefore, will be used as is. l 3
(n{ 4) Foe conditions other than run out, the maximum CS flowrote will be assumed to be 5450 gpm. This value l "f is based upon a maximum indicated flowrote of 4.750 gpm (Ref. CNS Procedure 2.2.9), plus 700 gpm to account for instrument error and uncertainty. Conversely, the minimum CS flow will be assumed to be 5 A, . t
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.f DESIGN CALCULATIONS SHEET NEDC _ 97 044 Prepared By: _ Elrich Kirchmen
- h. Rev.No. #
Checked / Reviewed By: Lb Date: Nov 29 19 98 Date: 4-L 19 99 L, - 4250 gpm (Ref. B, pg 5-16), with rio dedocton for anstrument error as et is an analytical limit. The 700 gpm margin is conservatively based upon the doubing of the indicator's estimated non-accident ) uncertainty: 2350 ppm. ; 5) The methodology used to determine the clean and dirty strainer headiots as defned in References 2 & 3 above is valid and provides conservative results. This assumption is based upon the actual prototype j testing performed by the Boiling Water Reactor Owners Group (BWROG). from which the methodology was derived and validated. Therefore. this snethodology wdl be accepted as is. j 83 ) Rurrout conditio;ts for both the RHR and CS pumps wdl be conservatively assumed to begin at 10 seconds into the before event. This is a conservative assumoten. as NEDC 94-034 indicates that rurvout 60 seconds. I 71 ( The initial suppression pool terroerature will be conservatividy assumed to be 95'F. This assumption is l based upon ITS Section 3.6.2.1. which specifies a maxamum everage suppresson pool temperature of 595'F under normal power operatson. Temporary excursen en suppression pool temperature to 110'F as . eBowed by ITS for testing purposes, wal not be consadored as they are of a short duraten and occur I entreguently. This assumpton is consistent with the CNS design bases analysas. 8) The flowrotes of the RHR and CS pumps wdl be sammed back to design values ne sooner than 600 j seconds into the event. This assumption is based upon the ten manute analysis rule. 9) The wet-wou temperatures and pressures as provided by NEDC 94-034 are conserwatwo This assumpten is based upon a review of ti e assumptens and erutial conddions GE used to develop GEND 637-0451293 (NEDC 94 C341.
- 10) The suppression pool temperature and pressure profdes for the hrst 600 seconds wdi be derived directly from Case E of GENE-637 0451293's INEDC 940341. by adjusting this segment of the curve with a multiplier to match the NPSH's profde at t = 600 seconds. This is beng done as GENE-637 0451293 does not provide this profile data n their NPSH analysis for this period. Utetting the profde curve from Case E is acceptable because the same computer model used for both cases. with only mnor dif ferences n the contamment's irwtial atmosphenc conditens and contamment teakage b e . O versus 5% of contanment volume per day).
The snanor ditforences an contairvnent's inetial atmospheric conditen win not change ;be shape of the profile, but wiD tend to only shaft them up or down and the differences e contenment leakage will have a negfegible effect over the tame being consadored b.e.,600 secondst Theretoro, this assumption is deemed reasonstde and proper.
- 11) The amount of fibrous matenal evadable for transport as delineated en NEDC 90042 es conse watwo. Th.s assumption is based upon a review of NEDC 97-042. which fmds the calculaton's tabulaten of containment *s total fib ous maternalload. and sts estimate of the maurnum amount of this matenal available for transport. both reasonable and proper. Note; The limiting case used n NEOC 97 042 conservatively assumes the zone of influence for a feedwater break to encompass the four feed *ater nozzles, both JPl nozzles, and a portion of the head went pipng.
- 12) The amount of loose debris, such as corrosen products. drt. paint chips, etc.. as delineated n NEDC 94-042 are conservative. These estimates are based upon informed engineenng sudgements using past operating expenence at both Cooper and other bodng water reactor plants. Whde these emmates do carry a signihcant factor of uncertainty. they do represent the collectsve experience of the Boilir g Water Reactor Owner's group and the opnion of industry experts. and are also an good agreement with the results provided by NUREG/CR 6224.
- Parametric Study of tt.e Potential for BWR ECCS Straner Blockage Due to LOCA generated Debns." (Ref. 9). Since NUREG/CR-6224 was performed on a Mark 1 Containment, a otract ineage to Cooper exits. Therefore. these estimates are considered both reasonable and conservative.
- 13) The suppression pool debns loads given in NEDC 97 042 are both reasonable and proper. This assumption is based NEDC 97-042's use of a conservative 50% destruction to fanes fcr the fibrous matenalin t of influence. plus an 100% transport of these fines to the wet well. For comparison. URG recommends a destru". tion to fines of 28%. with the same transport f actor.
- 14) Contariment over-pressure will be credered. This assumption is based upon Cooper's original design basis (Ref. SER Section 6.3. SER Dated February 14,1973L m
b 15) Strainers win be assumed to be clean at the beginning of the over.t. This assumption is based upon past 1 plant experience, which has consistently demonstrated that strainer loading dunng normal operation to be % nil. This assurnpilon has also been validated by the NRC's SER. M2- - m
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- 3 DESIM CALCULATIONS SHEET NEDC 97 044 Prepared By: Elrich Kirchman Checked / Reviewed By: 1. Im k Rev. No. # Date: Nov 29 19 98 Date: aJ - (, 19 99 143 Piping insulation is the solo source of the fibrous material avegable for tsensport into the suppression pool, and its bare wool is appresumetely oguswelent to Nukon maulaten This assumption is based upon the evaluation performed by NEDC 97 042.
- 17) No settling of debris or fibrous metenal in the suppression pool will be assumed.' This is a boundmg
! conservattwo assumpton as some setthng occurs. This assumption does not, however, apply to Reflective Metal eneuleelon, or RMt. simply because it has e otrong tendency to settle as its density is significantly greater then water.
- 18) Strainer hood loss solely due to Mll. and that solely due to fibrous material (after adsustments for corrosen products, calceum sihcote. rust flebes, dertidust, etc.), we ret be summed as recommended by the NRC's SER. This eseumpton is beoed upon the test reeutts obtained for a 60 point stor stramer, which clearly endicate that head loss with hbrous meternal et congunctaan wah corrosen products do not exceed those caused by a mixture fibrous metenal. corrosen products, and RMI (Ref. 3. Volume 1. Table C.I. page C.
j 14, rune J23 & J24).
- 19) A nwumum amount of ECCS pumps conesstent wah the contamment snelyus LNEDC 94 034) will be l
essumed Post 40CA. This assumpten we mcrosse a strainer's debris load by measmiting the amount of l suppressen pool water that must poseed threegh w. This assumpton we be appled to both the deseen ! beess sceneno H.e., no oposator accen for the feet ten mmutest, and to a reaisatic and more severe scenario (i.e.. eparaters escure the LPCI pump as seen es possible to amnemise the desel gunesatos toed. Smco the merumum time for operator actson an ths Letter case cannot be clearly established. a boundmg scenario where Wie aparataan of one CS pump enc one SDtR pump m suppresason pool ctehng wdi be assumed to occur at four smnutes ento the event.
- 20) The higher bump up facter given en the Utdsty Man Guatence (UftGI for Calceum Sdecate wdi be used (i.e. 8.12 vorous 0.721. This we result in a higher prosected heesoas.
Ill A service facter of 1.2 we be applied to the calculated piping losses to account for normel papog degradetson Thes factor as concetent with versus pubhcatens such et References 5 & b and others. Methodolony Not Poestowe Sucten Head INPSH) must be greater then the vapor prwsure of the leguid et any point withm the pump or it we vepense should the he seowed to occur, the eesuitant vapor rockets or bubtda we be co ned along to e point of higher pressure where they we sudderdy coHapes, and, depending upon tte condstoons. could potentiety result m metal removal should they come m contact wch the pump's walls and impetier, as well es teoult en reduced flow, e loss of pump offeseney, and mcreased noise levels. This phenomena es commerdy referred to es pump cowstataan, and has the potential to sagrwfecently reduce pump performance, life, and relist 2ity.' in genered. pump damage from carnaten wdi be found m the pump s suction bell and the mlet edge of the empener's wanes. For adequate NPSH to enest. the avedetdo NPSH. or NPSHe. must meet ur emceed the pump's mmemum NPSH requerements, or NPSHr NPSHr is dependent upon the pump's design, and can only be reliably determined from suction pressure suppression tests typiceny performed by the manuf acturer pnor to shipment. For Cooper's RHR and CS pumps. NPSHr is shown on the pump's certihed portormance curves for various flowrotes. Wheroes. NPSHa es dependent upon plant dessen. and as defined a bemg equel to the equivalent total head taken at the pump's centertine corrected f or vapor pressure, or; NPSHa = h(abs) + h(statcl htvapor pressure) itsucten pipmg) where; h(abs) = la the head corresponding to the absolute pressure on the surf ace of the liquid from which the pump draws. hietatic) = la the head correspondmg to the difference between the pump's centerline and the surface of the lequid. w _
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, NEDCL Sb044 Preparedfy: _ Elrich Kirchmen Checked / Reviewed By: [1
- g- Rev.No. - I Date: Nov 29 19 98 Date: 4 - (o 19 1 h(vapor pressure) =
ls the head corresponding to the vapor pressure at the liquid's temperature.
/ hisuction piping)
= ls the head loss due to friction and turbulence for the conduit between the hquid's surface and the pump's intet.
For the purposes of this calculation, e apreadsheet program utilizing a macro written in Visual Basic has been developed to calculate the NPSH margin (NPSHa - NPSHr). with NPSHa & NPSHr continually recalculated in descrete time increments beoed upon the flow condstions, the projected debris loading, and the wetwell condstions as applicable per each increment. Attachment H contains an example of the macro used in these emic.d.eaans. The factor h(abs) wN be determined directly from NEDC 94-034 using assumptions 9 & 10. as Cooper's licensing design basis eBows crediting containment back. pressure (Ref. Assumption 141. This information will be contained in a look-up table which the program wm contanuely refer to and interpolate from for each time increment. This calculation wB also consider estuetsons where containment pressure romaans at atmospheric preneure (14.896 poial to deterrrune if adequete NPSH martpns exist under these condrtsons. In i'
- ..G.s h(static), the ogpression poors Technscal Specstacaten low water level of 874' 10" will be used without any adpustments for trullreases in level due to steem condensetson and thermal expansion. This is a conservative senpidication, as both steem coextensation and thermal espansion will cause the poors levet to increene, albeit modesty. Therefore, this simphficenson wW tend to bias the result of this evaluation in the elightly conservative direction.
t In determining hh'epor pressure), the average bulk stepresason pool temperature os a function of time has been taken from NEDC 94#34 and tumed into a look-up table. From this table. the program will knearly interpolate the swpressen poew's everage bulk temperature, and then determene the laquad's vapor pressure usmg the e apphceblo dote extracted from the ASME Steam Tables (Ref. Il vse another look-up tate. b g In determining h(suction piping), two esperate tacters had to be conendered; suctson pipang loss which varies es p function of towrote and fluid temperature, and strainer heacgoas, which vanes as a funct on of debris loading in addition to verymg with flowrote. The loometncs for the CS and RHR suction piping were used to tabulate the [ losses for each bdividuet component, which was then corrected to the initial pipe diameter and summed to obtain the cherectoristic K factor equation for each line (See Attachment J). This characteristic equation is then used by the spreadsheet's embedded program (i.e., macro) to determine the dynamic headioss after the line's Reynold's number and friction factor fusing Colebrook's equation) have been calculated. A service factor of 1.2 ws be also appised to the calculated piping loses en accordance with Assumption 21.
, The strainer's headioss is more problematic. for its heedioss is in part a function of the debns icad coming to } rest upon its surface, which, in tum, is dsectly related upon the total amount of water that has passed throuDh 5
lt, and in part due to frictonal losses, its mass loedmg will be obtained by multiplying the calculated traction y by the detwis mess initially in the pool and the stramer's loeding tector. This loading, as well as the ratio of the constituents in the debris mess, are then used in the methodology suggested by NEDC-32721P (Ref. 21 and
;; URG's time. hTechnical; Support Documentation (Ref. 3) to define the debris load induced head loss as a function of
_ n because o strainer's debris loadmg is soloty dependent upon the total amount of wster that 7 has passed through it, a bounding case can be developed for either CS or LPCI. For Cooper, a LOCA/ LOOP scenerlo, with the single limiting failure of a single diesel generator, satisfies this critorion for either condition, and does so because a minimum number of ECCS pumps will be in operation as the result of this scenario; two LPCI pumps and CS pump. The failure of a single diesel generator will also intr. bit a loop's minimum flow valve g from closing. cooling as weRit.as prevents the affected loop from subsequently being able to perform suppression pool (See Assumption
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;7 s j agog,,,g, piggic Power District Sheet O of ff i ? DESIGN CALCULATIONS SHEET NEDC 97 044 Prepared By: Elrich Kirchman Checked / Reviewed By: N
. Rev.No. 7 Date: Nov 29 19 98 Date: 4- b 1999 W
lW e Case Definitsons l 1-l Bearing the aforementioned in mind, various cases wE be developed to define the design basis scenario and other scenarios that w31 effectively enemmise either RHR or CS strainer debris loadings. Thuefore, starting with the design basis sceneno. Case 1 - Design Basis Definition (Design Basis LOCA) i O s t s 600 seconds RHR Loop A = 9.240 gpm (Assumpton 1) l l RHR Loop B = 0.500 gpm (Assumption 1) ' f l CS = 6.500 gpm iAssumptior' 2) t > 600 seconds RHR Loop A = 7.700 gom iTS flowrotel RHR Loop B = 0 gpm (Assumption 19: CS = 4.750 gpm tTS tioweate) in this case, the ECCS flowrotes for the two loops that we conteue to operate attoi seal.pnment to i j suppression pool cooling (i.e. 600 seconds) have been mamamined. whde the LPCI loop that will lae l
*%Wy terminated moremiaod. and w er. done so to conservatively mcrease the debris loads on the long term coolme pumps
- strances. Once in long tevm cooisne. the flowrotes wdl be reduced to their design basis velves, and assumed to remsen constant for the duraten of the event.
' Next, to maximize the debris toedme on a RHR stromer, the previous case wil be modsfaed by reducing the CS l flowrote and by re % the Rowrote in the one LPCI loop that we subsequently perform suppression pool
!, cooling to their analytecallimits. As in the previous casa once an long term cooling, the flowrotes will be j eseumed to remain constant for the duraten of the event. Case 2 - Boundmg Case Definrtion (Worst Case for RHR . Design Bases LOCA) O s t s 600 seconds RHR Loop A = 9.240 gpm lAssumption II
, RHR Loop B =
6.500 som tAssumption 11 CS = 4.250 gpm (Assumption 4) I l l t > 600 seconds RHR Loop A = 8.400 gpm (Assumpton 2) ,, RHR Loop B = 0 gpm (Assumption 191 l CS = 4.250 opm (Assumpten di l ll. Senaarly, to maximize the CS strainer debns loading. the Case 1 win be modifed by mereessng the CS flowrote l to its analyticallimits and by decreasing the LPCIloop subsequently perforrr,ang suppression pool cooling to rts iiI , arWytical teruts. !'.v Case 3 - Bounding Case Dehrution IWorst Case for CS Design Basis LOCA) l; O t s 600 seconds RHR Loop A = 6.500 gpm (Assumption 11 l! RHR Loop B = 6,500 gpm (Assumption 1) CS = 6.500 gpm (Assumption 3) t f t > 600 seconds RHR Loop A = 7.100 gpm (Assumption 2) t? RHR Loop B = 0gpm (Assumption 19) CS = 5,450 gpm (Assumption 4) L i !; Y fp The results of these three cases wiu be reported in an attachment in both tabular and graphical form. t
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mw .u. ' e ; iaj F Nebraska Public Power District Sheet 9 of fi ! DESIGN CALCULATIONS SHEET NEDC 97 044 Prepared By: I"trir:h Kirchman Checked / Reviewed By: (]m 8 Rev. No. Date: Nov 29 19 98 Date: 4 - la 1999 l l Conclusione I l The results of Cases 1, 2, & 3 are contained in the fonowing attachments; Attachment 8 . . . ... .. .. ..... . . ... Case l Attachment C .. .. . .. .. .. . Case 2 Attachment D , . . . . .. . . Case 3 I The NPSH margins (in psi) are shown g sphicauy on the f ast four pages of each attachment. with the ternaining pages containing the tabular data used to create the graphs. Tabular date was included to minirruze the errors typicauy encountered when readang off graphs. The remaining attachments are either back up matenat. provide input to this evaluaton, or are necessar f to explain how portions of these evaluatens were performed. l Attachment A . Contame EJ 97125 in its enteety, and prondes the analytical bas s for the new strainer's , compliance with Cooper's orignallicensing desagn bases for RHR and why not to for CS. ' With ttus action. [J 97125 has been mcorporated m this evaluation Attachment E - Provides the curves that define the minimum contaenment pressuro required for ECCS pump l operation for design basis flowrotes, and for others Attachment F . Provides the results of a sensitivity studies performed on Case 1. 2 & 3 Attachment G . Provides the temperature and pressure proldes of the suppression pool and suppression chamber denved from NEDC 94-034 Attachment H . Provides en example of the macro used m as the spreadsheets. Attachment i Provides the equations used m the spreadsheets for calculating the strainer's clean and debris induced head loss, as was as the source of these equatens Attachment J . Provides the K Factor determinations used to develop the characteristic eQuaton of each suction ime. These equaten were used by the spreadsheet to calculate line losses. Attachment K - Provides the headtoss curves for the CS and RHR pumps
- suction piping with 95 and 200'F suppressen pool water. aM mefudt the headioss of a clean sucten strainer Attachment L . RMI headioss evaluaten carried forw. sed from revisen O of this calculation, and mcluded to demonstrate that RMIlosses by themselves are but a small fraction of the headloss espected from fibrous debris.
Attachment M Provides the tabular data associated *sth the
- Design Basis" case curves contained in Attachment E.
From Attachments B. C. & D. the followmg minimum NPSH margins were tabulated; Case RHR Pump A RHR Pump B RHR Pump C PHR Pump D CS Pump A CS Pump B 1 14.17 pshi. 4,48 psi 3.89 psi 14.17 paini 5.53 psi 5.49 psi 2 14.17 psiin 2.21 psi 1.03 ps 14.17 psini 8.09 psi 8.08 psi 3 14.17 pahti 5.30 psi 4.86 psi 14.16 psiia, 4.41 psi 4.39 psi t k .isweren wiensom voise asii. soo enos 3 i2. uwen wea seg e%is cowa ao - 2so w ones 6 E .
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% NEDC __ 97 044 R%1lW.' y G}
l
, Prepared By: -Eird Kirc, hmen Checked / Reviewed By: _ Lusu o I 4 .
f Rev.No. I Date: Nov 29 19 98 Date: #-b 5 19_77 i Cases in Attachment E j I To determine how much contomment over$reneurs is requusd to snaintain adequate NPSH. the minimum over. l 1 pressure requirements of the RHR and CS pumps were naah and plotted for varirsus flowrotes in Attachment E. From thle estachment, and the i
=*-d table in Attachment M. It can be deduced that a nunimum over$ressure of at loest 4.4 poi is requked for RHR and 1.62 poi for CS using dessen basis flowrotes (Ref. Attachment E, page 5). At the masamum espected flowreams, these requiremente increase to 5.7 and 3.7 l respectively (Ref. Attachment E page 7). The minimum over$ressure values given are bened upon a mean l j
atmospheric pressure of 14.2 pois, which is the sneen ese level pressure conected to a 1000 foot e6evotion. i Normal atmospheric veristione need not be faceered in given the conserveteam used in this evolustion. It can also be concluded from this attachment that some contamment overgreneure is requwed for RHR pump l operation even with a cimen strainer, and that over$seeswiselson wedd not be required for CS provided its j i flowrotes are mairttained near 4.250 som even with dehsis leading CS does regure some over.preneure in the l l first ten manutes simply boceues it wE be operating at sw>eut se a consequence of its design. However, as was concluesd in Attachment A, a lack of over$seenwe we not a _., effect pump rebebehty, or be ab6e I to prevent CS from estisfying its sleeign beeis sequeemwas. l It should also be noted that the snanunum contamment over$ressure stated above are in emcess of thos originety aseened at the time of licensing Wh8e this may be the cess, en escenesve amount of conteenment over$ressure le evegable throughout the event es witnessed by the curves contamed an Attachment E. ensunng that a comfortelde frSH mesgin remains b oflect et as temos. Cases in Attachment F l I I To determine both the limits of the new stromer deegen. essenesse senaanney studies were eleo performed. 1 SpeclEca$y, to desemune if the three cases defmed above are tsuly W !_ ,. they were all raran with the [ r eems flow predans, but assumlag an eeny transfer to mopmemen pool coolmg. An early transfer is probable y empty because som rensedag we ocour befese ten mhutes inee the event, and once this happens, the long term containment response for CNS seeses the tronelesence of a LPCI pump to suppreemen pool coolme and g shutting deem the other ID1R pump to ensure acceptable diesel generator loading. Therefore. all three cases z L have been rerun with the same perenators, but with the transfer occumne at the four rnenute mark. The basis for time lies in NEDC 94 034. which indicates that the core wR be reflooded before 360 esconde, melung the four rninute mark a bounding assumption in aR cases the long term mergens remained unchanged from those originesy +w ,
)
Neut. the amount of titwous meterief and calcium eascene was mereened for the three cases. From these studies, it can be concluded that authoient NPSH snergms semen even if the fabrous loading are increened by 50% or the calcium eascote doutded in the limiting break scenario (the effects of increaemg both was not consideredi 4 Nest, in the most lureting coes, which is Case 2, the pre-.orwmnute LPCI flowrote was increased to abnormally o high values to determine its effect upon the long term NPSH snergins. As in the early transfer studies, the long term mergine remained eenentieev unchanged. in general, these studies indecote that the long term NPSH margins are relatively insensitive to pre ten-trunute flowrotes and flow profRes. with the reason being that the strainer's fibrous bed has only begun to form within this time frame. h Each study in this attachment contains four graphs, with the flow profiles / loading changes given on the first hIV page of each study.
\ Conservatisms Apphed In general, it should be noted that all those evalue: ions are conservative because of the magnitude of the
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I t g; cestGN CALCULADONS SHEET NEDC _ 97 044 Prepared By: . Elrich Kirchman Checked / Reviewed By: , Lb Rev.No. I Date: Nov 2919 E Deto: 4-6 19 97 b meterial assumed to be tronoported into the suppression pool, coupled with ctmservative assumptions on the amount of dirt, point chips, and corrosion products avaBetdo for strainer loading. These assumptions are in conformance with URG*e r=-- i :-*W and genersuy meet or encoed those suggested by the NRC. The conservat6ve assumptsons used in estendiohing the Inding case also ensure that the debris loadsngs from o complete spectrum of breaks have been captured, mesteg the roquarements of 10CFR50.46-The etteiner's heedlose has been calculated using the enethodology recommended by General Electre in NED 32721P, which is elightly different than URG's methodology. While this methodology is non-mechensste. it ha j been derived from test date for a prototype strainer of a smier design to Cooper's, which was subjected to l i comparalde fibrous and particulate loading l Therefore, the strainer headioss prodctions have m essence been l validated by test. Cm/1.. has also been appInd to Genere! Electnc's prodctive model to account for any , potential rnodelmg uncerteenties, includeg the use of bump up factors to account for the effects of ! i miscellaneous detwis. These factors were developed in accordance with URG's methodology and ere conssdere to be conservative. Suction line losses where accounted for by ussng a renonal rnethodology as gwen t;y Crant loduucal Paper
#410, which has been proven to genereuy provide conservative results. That is, sra perence has shown that its l I lose coefficsonas wig generesy over predict e ine's heedtoss by about 5 to 20%. As bustt esometrics were used to develop the pressure drop e=AaW.. er d a servce factor of 1.2 was etso apphed to account for nonnel piping degradacon (Assum; tion 211.
Impact Upon Cooper SER l 1 I Finally, it should be rioted that the NPSH mergen es stated n Cooper's oragmat SER for CS se no longer va!4 l the doesgn flowrotes. That is, the 6 pas merge can no longer be met. Nevertheless. ttus reduction m mergen l pumpno has selety signsficence however. as a comforteble NPSH rnerge remems. ensurng consistent and rehable CS operation. i e y W. b% 5 b ,- 1. , I J
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1 y3 FOR INTER-DISTRICT 4 1 BUSINESS ONLY i Fran Elrich ha OEm Subject Fr_f - '__7 ."- e B *-M to IL=7 "= la NPSH Calentation Engineering Judgnuut Neunber- E3 97-125 Calculatlan ANeesad NEDC 97-044, Rev. O. Non-Incarparated (Open) FM Judgments None Descriptian af What is Being Evaluated NEDC 97-044, tevision 0, approved on May 4,1997, documents the review and approval of GE Report GENE-E12-00147-04, Revision 1, which in turn evaluated the NPSH margins available for the new RHR and CS System suction stramers to be installed under MP 96-132. New strainers were being installed pnmarily to address NRC IB NO3 and Regulatory l Guide 1,82. hWW to the issuance of NEDC 9'F-044 and the installation of the new strainers, severa disces within this calculattom were discovered in preparation for an up-coming NRC A/E Audit (CAQ 97-1502 & CAQ 980007) Later it was discovered that the CS system could potendally operate at a flowrane higher than originally assumed in NEDC 97 044 for at least the first ten minutes of system operation (SCAQ 98-0197). Therefore. l the purpose of this darument is to evaluate the impact of these discrepancies, and to provide assurance that adequate NPSH is available to the RHR and CS System's pumps under , Cooper's design basis debris loading assumptions The increased fibrous load used to size I the row strainers will not be considered in this evaluation as this factor is not applicable, andtn itself unaffected by the discrepancies dismd. It should be noted that NEDC 97-044, only calculated the NPSH margin available for the 4 J new sucdon strainers, whereas, NEDC 97 041. Rev. O, used these values to determine the NPSH margins for various debris loading conditions. Design Regnirunamats-Adequale NPSH must be available during pump operation to support proper pump operation. Per the SER, at least a 3 psi NPSH margin must be maintained at the RHR pump's sucuon for all anodes of operation assuming a suction strainer blockage of 7.87 ft', and at least a 6 psi margin for the CS pumps for all modes of operation assuming a blockage 2
; of 4.97 ft .
Whv F-- j- - b J- '_ - r? Can Be Used: Variables affecting NPSHa, such as temperature, pressure, flow rate, piping configuration, and debris loading are fixed values, negating the need for frequent revisions NI L : a
. ,s .,7 ~
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-a , q0 cuilcaisskut. 'Fhapelste, per Section 2.6.2 of CNS Procedure 3.4.7, an E1 may be used. 2
, Summamary of Rhynamartny Judpumant and Camdanians:
, RHR Erainasian
- The following RHR discrepancies were noted:
} 1.
Incorrect densities used to compute ha and hvp @ 163'F & 196 F. The density for 130'F was used instead of the density for the actual W.iure. (Note: The correct density for 196'F was used in RHR spreadsheet in columns E and F, sheet 23 of Anactument
- 4, but the incorrect value was used in columns M and N.) Minor h -- were also noted la some of the density and viscosity values used for various temperasures.
- 2. 'Inc incorrect vapor pressure was used at 1%*F. The 10.39 psia value used corresponds to 195'F instead of the actual value of 1%'F (10.61 psia).
3. Piping head loss was based on Pump A's earnan piping. Whereas, Pump C's piping arrangement has losses.
- 4. A see was omitted the head loss calcalanaan.
5. Steens 2 (Infonostion Only) drawings were used for the piping lengths and fittings instead of the Status 1 (As Built) isomeanc drawings.
- 6. Velocky heat was subtracted from the avadable NPSH. In reality, this head loss was icitly contained in the strainer's head loss enarmiaM in NEDC 97-041, meaning ' k was considered twice, mud resuhed in excessively conservative results.
- 7. The NPSH values used in the calcid=riam do not agree with the pump curves (ref, ' Q 97-1502).
- 8. A required NPSH of 33 fast 9 9,349 gym is said to be used for conservatism in GE's calentasiaa (sheet 19 of NEDC 97 044 Anar*==' 4), yet never used.
9. GE's spreadsheet costaland some addition errors and laraa**earie<. For example, the values la colunas L for 163'F 40.4 instand of 40.28 psi, and this value does not correspond so any of the values below for NPSHa. 'Ibe values in column K do add to 17.23 psi and this valse corresponds to the 9,349 entry. Also, the values calculated la ookuma N for 196*F are not aqual to the in colman F even though columns E ame M do .
- 10. 'the peastration's 30 pipe was =ilaanken for being standard bore pipe, and the animor suddsa contraction and expansion that occurs when the piping transitions to the smaller diameter and then back to standard bore were missed.
The following , soints were made by GE aAer assessag these discrepancies (GE letter DRF#A22 00013-01) to Scott Freborg dated November 24,1997): 1. NPSHr was ear === tad based on major grids covering an interval of 3.000 gpm (7,000 to 10,000 spm), not 1,000 gpm (e.g.,7,000 to 8,000 gpm). 2.
'Ibe calculation was verified by alternative calculation, which is acceptable per ANSI N45.2.11. Errors are no minor that differences don't show up. That explams why they
- were not " caught". GE does not believe that this is a QA problem.
- 3. The spreadsheets key on pai, not feet. "Ihe psi narahars are summed up and the i l ', converted to feet. Individual feet entries are not part of the calculational result, but may be leh over from previous iterations, so they may not add up.
As some of these dancrepancies are inherently non-conservative, the NPSH margins were rac= lent =*=d by DED(Anachnient 1). In this recalculation, NEDC 94-034, Rev. O, was used e in, s5 ' 4 M) d _ ,, 1 9
n" - a , nn 4, .:
, .rv. ,
toAshuteligeMeamus andpeessure at t = 10 ml=n= and at peak torus water smuggernespo. hrNEDC
, at sem misuses aAer a IACA, the torus waner temperature shoille act aspeed 150.MI'F & the weredt pressure shouki not be less than 23.503 psia.
TheM also shows a torus water sesaperature of 195.9'F occurrin 9.7 hoursisso the event, conservatism thisa corresponding evalestion wetwen pressure of 22.460 will asmune aF and torus For 196'F. water emnperature of 1 L
'!)e NPSHmargins were ede=Immad for both atmospheric (14.7 psia) and 23.503 psia and 22.460 and also edc=Imaad for a sorus water aanperature of 205'F to encompass R candisia=. EE 97-335 previously evaluased elevated torus water raaditions
!' upos NPSH, but since it used data from NEDC 97-044, the Appendix R scenario had to be iactoded in this evd==riaa.
The een misuse mark was chosen because the accident analysis assumes now reductions to occur due to actica a8er een minutes (i.e., the een munute rule), and because flow and scrus iria= are the most adverse to the NPSH margins at this time. The loss cocmciests were calenlanad equataans and data from Crane Techmcal Paper
#410. A Dow coefficient of Cv = 28 calculate the valve loss coefficients, and isfrom the Anchor Darling catalog, was used to as these values remata fairly
-ima==r over Anchor Derhag's gaae valve line.
Friction facsors were calculased as a function of Aow over the rases and to..rieures casaimed, with the pep ~ e'ug lengths and trasher of fittings aheminad from the as-buik Jelco isometric drawings. ne minor losses aweimaad with the shght size reducuos as the flow passes thrugh the torus penetration will be ignored, as they are insignificant This was verifled during the CS enh, which included these minar losses OE doesnaimed the most h'au'ta* g umargan (without inclusion of stramer head loss) for the RHR pumps atrainers to be 5.26 feet at 9.349 gym and 130*F. Whereas, the computational check sevealed a margin of 6.14 feet for the same a==d==a==. While the computational check does indicase that sosse of GE's valma, wese man. conservative, the conservative error of % k M hood is alie NPSH enlumnasi was large enough to overcome these non conservative errors, and OE*s ==eh=ia= remnans conservative. CS Esmimmaism The ^": - CS discrepancies were noted in memo DED 97380. 1.
=
'the pemearation's ace =Aita 80 pipe was an=ralrea for being sandard bore pipe, and the iminor adden comaractina and evpensian that occurs when the piping transmons to the
- 2. semailer bore and then back to the standard bore was missed.
- 3. A 90' Bust Wekt elbow was mustaken for a 45* elbow.
A toe was amissed.
- 4. Total '
length of 14' pipe was short by a little over a foot (from the dimensions used, clear they used B Loop). 5. Osmaric head loss values for valves were used instead of the manufacturer's published
- 6. The un-hars, which resuhod in under predi
- the head loss across these c-:+y= 4.
Sold dema used for 195'F was the density for water g 192*F.
- 7. 'Ibeviscosity water used for 90'F was 0. I when it's actually 0.74 Centipoise.
k.. . 6 8 b YI *. , , f f $* a.
77 M ]"Y 4 i P 8. 'Ile weeng strainer head loss value may have been used (it's not clear exactly what value was used, but the value referenced doesn't match the value coarainad in NEDC i i.. FM41). f: i Purther review of these itens and the GE c=hl=riaa= bas indic=*M the following: P l 1. The 45' elbow was conservatively modeled as a 135' elbow by GE but is actually a 90'eRiew.
- 2. The generic head loss value used by GE for the gate valves is actually conservative compared the values ahraiaM using the ===dar*=er's pubhshed flow coefficients.
With a now coefficient of Cy = 12,925 used for the 14" Aachar Darling gate valve, , 2 the loss coel5cient is K = 891*d*/Cv = 891*(13.25)*/(12,925)' = 0.164 compared to ! I the value of K = f(UD) = 0.0135*13 = 0.1755 cabl=ed using the UD = 13 values used by GE.
- 3. 'Ibe strainer head loss was not actually used in the GE sprMM. NEDC 97-044 only calculates the NPSH margia available for the stramer, which is calculated using the available NPSH without the strainer head loss. "Ihe stramer head loss and actual NPSH naargia (NPSH avadable minus NPSH required) are calculated in NEDC 97-041
- 4. Incorrect vapor pressee was used at 196*F. The value of 10.39 psia corresponds to 195'F instead of the actual value of 10.61 psia at 1%*F.
- 5. States 2 (Infonmation Only) draw;ings were used for the piping lengths and fittings instead of the Stanas 1 (As Buik) isometnc drawings.
- 6. ) head term is used. (See the previous discussion under RHR's
- 7. A mania === flow of 6,100 spin was usal in the GE calculation instead of 6.135 spm.
which was used la NEDC 97041 to calcuisse the strasser head loss. The maaimum flow of 6,1353psa -4 ' to Dow with the maasema flow valve open from NEDC 97-142. Rev. 2. However, as new maaiseum CS pump flow rate of 6,500 gpm has _ hoes deAmed la the NEDC 91-142 Revision 3, in response to CAQ 98-0197. whose effects will be evalaaned la the marriaa.
- 8. The strainer was only for two conditions, but the overall NPSH smargiain 9M41 was catralstad for only one condition: 6,100 0 1%'F.
be mon <anservative, as the RHR reestas 'in NEDC 97 041 ' that the
'this strainer loss clearly increases as the semperature decreases due the higher fluid Vi8008ity-As some of these discrepancies are agam inherently noo<onservative, the NPSH margins were r~hl===d (Attachment 2) using the same ==ehadatogy described earlier for the RHR system, with the eacepdon that a Cv = 12,925 was used for the gate valves (obtained from the Anchor Durhag catalog), and a loss coefncient of 0.1 is conservatively used for the minor sudden and contraction at the toms' u ;. ics. The head loss was calculated for the B pump as both lines have the same number of fittings and B's suction line is slightly longer. less coefficients and piping head losses were calculated and summed for each paping diameter rather than using a diameter correction factor.
GE desersmined the margia avadable for the stramer (without inclusion of strainer bead loss) was 10.15 feet at 6,100 gym and l'6*F whereas the <===* ioral check revealed the margia ao be closer to 10.73 feet. While the computational check does indicate that some of GE's values were non-conservative, the conservative error of including the dynarnic head in the NPSH equation was large enough to overcome these non<onservative errors, and Gt:'s eaarh=ian again reinains conservative. w g, Eis l J
, g,lMfl.
- M -.y..
UMwQ f. g NEbC 94-141,34,3,'has deEsimised that the parrine== CS 6,500 flow could be as high as wkhiHbe first ten minates aber a LOCA (i.e., wit minimma flow line
. To evalente the impact of this Idgher flowrate, ti6e NPSH margins were j secalcaises$.at this asw value (Amach===r 2). GE was also contracted to provide the strainer's head loss at this higher value assuming both clean2 and a 4.97 ft blockage area t camtislam (Ref. Am=ch===r 5).
'Ibe 4.97 ft" OE Design (Ref. Anadunear 4)is based CNS's design basis (Ref.
22A1435), whidt assumed to the loading not to exceed the active seem cae of the ram's head truncated come strainers. In reahty, this amnauw of blockage wiu have a negligRile impact on the head loss, as the new strainers have a auch grosser surface area. la fact, they are so large that a blockage area of up to 50% will still only have a minor effect.
'Ibe NPSH regaramems of the pump rise to 33-34 feet O 6,500 gpm, and to 40 feet @
6,600 gym. (Amach===r 3) Using the above, the evaluation shows that at 6,100 spas, the NPSH margin is acceptable at all 6,500 of aa=diria== esaamined, as the available NPSH exceeds the NPSH requued. At a nowrate a a comfortable NPSH anergia es.ists for the first 10 minutes (153'F) provided pressure of 23.505 pois is asemand. Pump performance wkh as acceptable during theleittal wN operation with was also considered and found rate woukt decream to the norms
- waser, for the pump's Sow 6,350 where auf5cies NSPH is reached, wtuck is about (Ref. Attachment 6). As tids is well alune the assmeed in the plant's current signiScance. Next is the imme of poestileamahmis (Ref. NEDC 94-142), this slight s dennage or increased probabihty of failure should cavhation ecoar. To answer this, to evalusse dds . Per his evakution, pump's ====faramer was ram =caad and asked the CS pumps may be safely opermed under as an= Haia == for up to 15 adentes (Ref. Amad=nem 3). Tin's is reasonable, laduced pump damage is typicauy slow process, requiring several anames to hours before in8icting any asessarable damage.
For aber peak at the laitial ses minase period, the long term torus water temperature is proj'ected to below 196*F, with a concurrent wetwen of 22.460 psia. Under these , the system Howrase most not exceed 6 gym in order to maintain a positive NPSR nerga (Ref. An=ch=== 6). Again, this is acceptable, as flow will be throelled toless than 5,000 ' by operator acnon no later than 10 minutes after the occident, ensuring that this randirlan will be met. w . ..
,gimign ,, gg m . gm ..____ ,e - , . _ , _ _ - g, 2. 23 I
i i
'the RHR NPSH margia was also evaluated for the 10 minare mark ass '
a run out flow rate of 9,349 gym, and found to be 12.94 A with a blockage area of 7.87ft 2 f. Aandament 4), atmospheric, the a torus pressure of 23.503. If torus pressure is reduced to l pump Restdeveloping 9, falls down to near aero (0.14 R), parannally prevestmg the I Epse. iLL, as torus pressure can be credited, sufficient NPSH smargia exists sor the RHR punp for operanon at 10 minutes or less. te l N
- 4 L .
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c - h dens J fosNtt' Adecjuste NPSH margins exist RHR and CS systems for all modes of operation and sor Cooper's design basis is loadsags provided contamment pressure is credited. i Cooper's current LW- Basis allows the use of contamment pressure for NPSH l* eatenlarian (Ref. SER Section Sufficient evidence also exists for sufficient justificatinn to assume that the existing NPSH margins for the RHR system continue to l satisfy Cooper Licensm' g Design Basis (3 psi) as stated in Section 6.3.1 of the SER. This is l not the case, however, for the CS system, as its NPSH margins can no longer satisfy the j rnar (6 psi) as stated in this same section of the SER under the higher flowrates assumed by EDC 94-142. The actual nunnmum margin is slightly greater than 5 psi.
#e /W .
Elrich man MAL Checker edes be' Y)kff Verifier (lIf req'd by Supervisor) Y k toltlW I 1
@isor's Ap{q) val '
l Anachnients: '
' Attachmeer 1. Spreadsheet for RHR system Attachment 2 - Spreadsheet for CS system Attachment 3 - Flowserve leteer, Dated July 28.1998 Attachment 4 r'alculariaa of blockage areas Attachme=r 5 - GE's headioss calculation Attachment 6 - NPSH flow study curves I cc: T.M. Gifford J. J. Drasier DED Dwas Control Coordinator Project File - Records 1
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Memo 4edrAmes July 28,1998 Notweeka Public Power District Cooper Nucieer Stahon PO Box 98 Brownville, NE 68321 Attention Core Spray Pumps S/N 891-8-1001/2 8x14x30 DVSS
Dear Art,
This letter is in response to your E-mail dated June 25,1998 in regards to the sut$ set pump. I apologize for the time it has taken for us to respond to this request. We did not manufacture many similar size units to the Core Spray Pumps in question. Therefore, we have limded dets evallable, specifically performance data at runout conditions We had our hydraulic engineer and test floor supervisor look at the pump, and we are revisin0 our earlier transmission. Please disregard my letter of July 23,1998. Beyond 6500GPM, the performance of the pump falls off drashcally, and the NPSH required increases repksy. By the time the pump gets to a flow rate of 6500 GPM it would need approximately 33-34 NPSH. At 8800 GPM the pump would need 40 foot. Therefore, tie maximum runout on the pump would approximately 6650-6700 , l GPM. 1 If the pumps were to runout and cavitate at the runout conditions specified above for i around 10-15 minutes, the pumps would survive this adverse condition. This is ,
' based on the pumps being in a reliable condition before the event.
We would however recommend that you monitor your pump vibration and h performenos characteristics after the event, orxi compare it to previous data. If there i were a signlRcent change, we would recommend the pump be inspected as soon n 3 ). s s w sananom.sc. a n.e.m, aw n=m a u semo. e a
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i l j . tbpR,15andt$ system utilized two tnacated cone strainers on a ram's head for each suction line,50% blockage would be equvalent to the surface r.res ofone of the ram's heart strainers. j Therefore;
, l l
RHR(Ref CB&IDrawing67) f I l[ Height ofcone = 18" Big cod &" war = 18375" Small end diameter = 15.25" i l Screen Ares = n/4*(15.25/12)2 + n+((15.25+18375)/(2*12))*(18/12)
)
= 7.87 ft2 CS(Ref.CB&IDrawing 67) 1 Height ofcone = 15" Big enddiameter = I4" Small end diameter - 11.75" I
, Screen Area = n/4*(I1.75/12): + n-((l1.75+14y(2*12))*(15/12) a 4.97 ft2 l
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.j GENuclearEnergy f
A GemralElectric Company I?$CaevaerAveSanJaseCA 93125
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- DRF E12-00162-00 September 18,1998 Mr. Art Wiese Nebraska Public Power District Cooper NuclearStation PO Box 98 Brownsville,NE 88321 Sub}cet:
Evaluation of Cooper GE Optindred Stacked Disk Core Spray Strainer for Various Flow Rates / Temperatures Under Current ikrQ Basis? 7L (Supplement 1 to ECCS Suction Strainer Hydraulic Sizing Report GENE-E12-00147-01 Revision 3 dated April 2,1997)
References:
(1) Cooper ECCS Suction Strunner Nydraulic Sizing Report GENE-E12-00147 01 Revision 8 dated AprH 2.1997
> (2) GE Licensing Topical Report, " Application Methodology for GE Stacked Disk ECCS Suction Strainer".
NEDC-28721P Revision 1, dated November 1997
Attachment:
(1) Table 1 Summary of Phase 1 Head Loss Calculations for Cooper Core Spray Strainer (2) Figure 1 Graphical Results of the Head Loss Calculations (3) Original Cooper Core Spray Strainer Head Loss Calculations (Spread Sheet) in Accordance with Reference 2 (4) Example Revised Cooper Core Spray Strainer Head Loss Calculation (Spread Sheet for 4000 gpm at 95 degrees F) in Accordance with Reference 2 r.nd Current Licensing Basis Workscone & ___x e
,. NPPD has determined that core spray strainer runout flow design data provided i to GE was incorrect. It is believed that the correct runout flow will be several f.*j] C + 4 L s sti l 3
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l hundred tuna higher then what was used in the eartier analysis. It has also been detersnined West the required pump NPSH takes a step change upward at higher pump How rates. The initial authortand work (Phase 1) involves determining the affect of higher flow rates at various pool temperatures on the core spray strainer head loss. This analysis is beood on the current Cooper Nuclear Power Station licensing basis which aseenes that 50% of the oripinal ECC8 strainers are plugged (4.97 square foot of perforated strainer plate). Under the RG 1.82 revision 0 licensing basis the type and quantity of debris does not aI5ect the strainer head loss; and, therefore, for those calculations GE has assumed no debris loading. The thirty six (38) apecinc cases were deRned by NPPD (table attached). GE has performed and vertiled these calculations. This letter report describes in deta;I the method for performing the eded=Hanis, summarizes the results of the l calcuestions in the attached table, and includes graphs of the results. NPPD can employ the methods described to calculate the head loss for other blockage area assumptions if desired Phase 2 work is expected to include an evaluation of the runout flow changes and possibly the required NPSH with respect to the revised licensing basis which will be in effect upon closure cf NRC Bulletin g6-03. In addition it may be desirable to evaluate the impact of the Lefety Evaluation Report on the BWROG Utility Pa=ahma i Guidance for ECCS Stra'nor Blockage (SER dated August 20, 19g8). This work could involve head loss versus time calculations, cou'J result in revisions to the ECC8 strainer design parameters in order to maximum the margin available at Cooper, and could involve revisions to GE design reports. Basse amiDescriobart of GEManae 1 Ca6cuinderas The current licensing beeis requires that 50% of the original ECCS strainer area (4.97 square feet) is assumed to blocked. For this assumption, the type and quantity of debris does not affect the strainer head loss. The strainer head loss under these conditions becomes the clean head loss as calculated for the GE optimized stackedi disk strainer using the oquation which appears on page 3 21 of Reference 2 [V is the d-2p at the strainer discharge flange, 7.625 inches radius). Note that the resulting irreversible head loss is a function of velocity only due to the high turbulence in the pump suction piping (high Reynolds Number); and is, therefore, not affected by the suppression pool temperature. This clean head loss results from the accelersuon (and rotation) of the !
~5--- : 5 pool water from a very low bulk average velocity to the relatively high flow rate which exists in the pump suction piping. Note that the head loss across the clean perforated plate does not significantly affect the ECCS strainer !
clean head ioes because the velocity at this location is very small. The Cooper l core spray strainer has 238 square feet of perforsted plate area of which ' approelmstely 40% is open flow area (94.4 square feet). Plugging of 4.97 square feet outof 238 square feet has no significant affect. Note that the area of the i core spray pump suction piping as Cooper is approximately 1.27 square feet. D C-: , - "' J zi i tr. , m T.h a A
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-^'%. -" jpf) rarea was blocked (118 square feet) there an istrainer head ioss because the open flow area O .), !. AtistM, y_dite ' remain very large compared to the area of the p core spraltpumpsuction p@ng. ~'
ResuNe ofManne 1r r'_-s~ _=y The resulta of the GE Phase 1 calculations are documented in the attached Table 1 and shown in graphical form in Figure 1. For the core spray strainer, with 4.g7 square feet of blocked perforated plate area, the strainer head loss ranges from 1.72 foot of water at 4000 gpm to 4.53 feet of water at 6500 gpm. The resulta are identicalif no strainer blockage is assumed, in addition, there is no viscous effect because the internal strainer flow is turbulent and, therefore, the calculated clean strainer head loss is not a function of suppression pool temperature. If you have question regarding this report please contact Tom Green at (408) 925-1808 or the undersigned. Very y , Kent S. Cole, Product Reanager ECCS Suction Strainera cc: JW RRays,GE P Nedercetak, GE S Litwin,GE TA Green,GE f$jr' Coopersupplementi d0il ; ye b l'* f .: )
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.,. Us for RtAlType l -0.25 l f7 x:sorRamType l c.014 l h' MM , up sorRMIType 1 4.9 l 9,' Kcs3e, INPUTS Page 1 Printed: 9/16/98 I l 61~. ..s.1 . . .x ..a . - l
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P_eint Chip . 5.481 Kp for RMI Type 4.90 i . Rust 0.551 knex 1.27 '
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8end . 0.001 te , use if >tp 0.00! '
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35.34 t^2 ~~ U_ , ,,, _ , _ l 0.30titteec Flow Velocay for pFDL.(tIsoc) , , , ' ~ , ~{ ', ', U1 0.28tatasc Flour Velocay for pFOt. + tront and back surface (fil,sec), , nu 6 3.52E 06sta2/soci __. _ _ . . . _ ,. . Re,d f7.f82; I , i i , t 0.481 IFiber suckness for cyEndncel stramer (t) = Vf "1.F / Ac ~ so - 0.fassit i-
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s t 0.001 ,, Jiber INckness for cyhndncel strainer (t) = Vf "LF / Ac 10 _ I 0.0000lft ,
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._ F.norHisn. 0.794 Ft 0.156: _ _ _ _ . . - . .. .
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.Q(catfWsec) 8.912tculWs , _ , _ _ .
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\ eme (ees) Pump A Pump A PumpB eme(sec) PumpB Pump C Pump D 10 19.20 27.80 24.31 10 1925 22.98 27.89 20 17.62 26.10 22.53 20 17.49 2120 26.10 30 16.65 25.22 21.65 30 16.62 20.32 25.21 40 16.30 24.96 21.39 40 16.35 20.06 24.94 50 16.15 24.71 21.15 80 16.12 19.82 24.70 00 16.01 24.57 21.01 80 15.98 19.68 24.56 70 15.93 24.49 20.92 70 15.89 19.60 24.48 80 15A7 24.42 20.86 80 15.84 19.54 24.42 to 15.83 24.39 20.83 to 15.80 19.50 24.38 100 15.80 24.35 20.79 100 15.77 19.46 24.35 110 15.74 24.30 20.73 110 15.71 19.41 24.29____
120 15.63 24.19 20.63 120 15.60 19.30 24.18 130 15.49 24.05 20.49 130 15.46 19.16 24.05 140 15.36 23.92 20.35 ! 140 ! 15 33 19.03 23.91 150 15.17 23.74 20.17 1 150 15 14 18 84 23.73_ 100 14.84 23 41 19.84 ! 100 14.81 18.51 23 40 _ 170 14.41 22.98 19 40 170 14.38 18 08 ! 22 97 100 13.95 22.52 18.95 100 13 92 17 62 22 52 190 13.56 22.13 18.56 1 100 13 53 . 1723 22 13 200 1322 21.79 18.21 200 13.19 ! 16 89 - 21.78 210 12.89 21.46 17.89 ,, i 210 12 86 16.56 21.46
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220 12.50 21.17 17.50 220 12.56 16.27 21.16 230 12.33 20.90 17.32 230 ' 12 29 16 00 20.90 240 12.07 20.65 17.07 240 1 12 04 15 74 20 64 290 11.85 20.43 16 85 200 6 11 82 15 52 20 42 200 11.62 20.20 16 62 200 ! 11 59 15 29 20.19 270 11.39 19.97 16.38 270 t 11 35 15 06 i 19 96 200 11.17 19.76 16.17 200 1 11.14 14 85 19 75 200 10.98 19.55 15.96 200 l 10 93 14 64 19.54 300 10.77 19.36 15 TT I 300 1 10.74 14 45 - 19.35 310 10.58 19.17 15.58 i 319 10.54 14 25 19.16 320 10.40 19.00 15.41 1 320 10.37 14 08 18 99 330 1023 18.82 15.23 I 330 ' 1020 13 91 . 18 82 340 10.05 18.65 15.06 340 i 10.02 13 73 18 64 350 9.89 18A9 14 90 350 . 9 86 13 57 18 49 300 9.73 18.33 14 73 300 i 9 70 13 41 i 18 32-370 9.56 . 18.17 14 57 370 9 53 13 24 i 18.16 380 9.41 l 18.01 l 14.41 ' 350 9 38 i 13.09 ; 18.01 390 9.25 - 17.86 1426 390 922 i 12 94 17 85 400 9.10 17.71 14.11 400 9 07 i 12 78 17.70 410 8.96 17.57 13.97 410 j 8 93 12 64 17.56 i 420 8.83 17.44 13.83 420 i' 8.79 12.51 17 43 430 8.68 17.30 13.69 430 8.65 12.37 17.29 440 8.54 17.16 13.55 440 i 8.51 1223 17.15 450 8 41 17.03 13.42 450 8.38 12.10 17.03 400 826 16.88 ' 1327 1 460 823 11.95 16.88
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470 8.14 16.76 13.15 470 8.10 11.82 16.75 y 400 8.01 16 63 13.02 480 7.98 11.70 16.63 i;' 400 7.88 16.50 12.89 490 7.85 11.57 16.50 s00 7.75 16.37 12.76 500 7.75 11.43 16.37 c p I
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- Divielen 1 DMelon 2 i CS IDM CS RHR 1me(ses) f%sup A PumpA PumpB eme(ses) PumpB Pump C Pump D MS 7.81 18.24 12.62 810 7.56 11.30 16.23 030 7.40 18.12 12.51 830 7.48 11.18 16.12 030 7.40 16.03 12.41 830 7.36 11.09 16.02 See 7.34 15.98 12.35 540 7.31 11.03 15.97 000 729 15.92 12.30 500 7.25 10.98 15.92 000 7.23 15.87 12.24 000 7.20 10.92 15.86 870 7.17 15.81 12.19 570 7.14 10.87 15.81 500 8.84 15.48 11.85 500 6.81 10.53 15.48 900 6.18 14.83 11.20 800 6.15 9.88 14.82 000 5.53 14.17 10.54 000 5.49 922 14.17 000 12.02 21.88 9.81 800 12.00 921 21.86 720 10.71 20.56 8.50 720 10.09 7.90 20.55 700 10.55 20.40 8.34 780 10.53 7.74 20.40 840 10.40 20.25 8.19 840 10.38 7.58 2025 000 10.24 20.10 8.03 000 10.22 7.43 20.10 900 10.08 19.95 7.87 900 10 06 7.27 19.95 1,030 9.93 19.00 7.71 1,030 9 91 7.11 19.80 1,000 9.77 19.65 7.55 1,000 9.75 6.95 19 65 1,140 9.00 19.58 7.48 1,140 9.67 6.87 19.58 1,300 9.61 19.50 7.39 1,200 9.59 6.79 ~19 50-~~
1,200 9.52 19.42 7.31 1,200 9 51 l 6.71 e 19 42~ 1,330 9.44 19.35 7.22 _1,330 9.42 6 62 19.35 1,300 9.38 19.27 7.14 1,100 9.34 6.54 19 27 1,440 928 19.20 7.06 1,440 9.26 6.45 1920 1,000 9.19 19.12 8.97 . 1,000 9.17 6.37 19 12 1,000 9.11 19.04 6.00 ! 1.500 9.09 6.29 19.04 1,030 9.03 18.97 6.80 ' 1,830 9.01 620 1897 1,000 0.97 18.92 6.74 1,800 8 95 6.14 18.92 1,740 8.93 18.00 6.70 1,740 8 91 6.10 18.89 1,000 8.00 18.85 6.06 i 1,800 8.87 6.06 18.85 1,000 8.05 18.82 6.62 i 1,000 8 83 6.02 18.82 1,030 8.81 18.79 6.50 ' 1,330 8 79 5.98 18 79 1,000 8.77 18.76 6.55 1,900 8.76 i 5.95 18.76 2,040 8.74 18.73 6.51 2,040 8 72 5.91 18 73 2,100 8.70 18.70 6.47 2.100 8 68 5.67 18 70 2,100 8.08 18.67 6.43 2.100 8.64 5 83 18.67 2,230 8.62 18.64 6.39 . ! 2,220 8 60 < 5 79 . 18 64 2,200 8.58 18.61 6.35 l , 2,200 1 8 57 5f5 l 18.61 2,340 8.55 18.58 6.32 ,,j ; 2,340 I 8 53 5 71 1 18.58 2,400 8.53 18.57 6.29 i ! 2,400 8.51 i 5 69 ; 1857 2,400 8.51 18.55 6.27 i 2,400 8 49 5.67 4 18.55 2,030 0.49 18.54 6.25 2,520 8.47 5.65 18.54 2,000 8.47 18.53 6.23 2,500 8 45 t 5.63 18.53 2,040 8.45 18.51 8.21 2,840 8.43 i 5.61 18.51 2,700 8.42 18.50 6.18 2,700 8 41 5.58 18.50 2.79 8.40 *8.48 6.16 2,700 8 38 5.56 18.48 2,030 8.37 18.46 6.13 2,820 8.35 5.53 18.46 2,000 8.34 18.44 6.10 2.800 i 8.32 5.50 18.44 2,040 8.31 18.41 6.07 2,940 8.30 5.47 18.41 3,000 829 18.39 6.05 3,000 8.27 5.45 18.39 3,000 8.26 18.37 6.0? T 3,000 8.24 5.42 18.37 3.130 823 18.35 5!)i 3,120 8.22 5.39 18.35 u.a u . .a ..
# #4hMISM O, O6vleton 2 Cs! .1 met CS RHR Gneo(eeel Pties A bpune A Pumps thne (sec) PumpB Pump C Pump D 3,100 8.21 l 14.33 5.07 3,100 8.19 5.37 18.33 3,340 8.10 l 18.32 6.94 3,340 8.17 5.34 18.32 3,330 8.16 l 18.30 5.02 3,300 8.15 5.32 18.30 3,300 8.14 l 18.28 5.00 3,300 8.12 5.29 1828 3,420 8.12 l 18.26 5.87 3,420 8.10 527 1826 3,406 8.00 l 18.25 5.84 3,400 8.08 525 1825 3,840 8.07 l 18.23 5.82 3,540 8.05 522 1823 3,000 8.05 l 18.21 5.80 3,000 8.03 520 18.21 3,000 8.03 l 18.20 5.77 3,000 8.01 5.18 1820 3,720 8.00 l 18.18 5.75 3,730 7.99 5.15 18.18 3,700 7.98 l 18.16 b.73 3,700 7.96 5.13 18.16 3,440 7.98 l 18.14 5.71 3,440 7.94 5.11 18.14 3,000 7.94 l 18.13 5.88 3,000 7.92 5.08 18.13 ~
3,000 7.91 l 18.11 5.68 3.000 7.90 5.06 18.11 4,020 7.89 l 18.09 5.64 4,030 7.87 5 04 18.09 4,000 7.87 l 18.07 5.61 4,000 7.85 5.02 18 07 4,140 7.88 l 18.07 5.60 4,140 7.84 5.00 18.07 4,300 7.85 l 18.08 5.59 4,300 7.83 4.99 18.06 4,200 7.84 l 18.06 5.58 4,200 7.82 18.06 4,320 7.83 l 18.06 5.58 4,320 7.82 4.99 4.98 " 18 06 4,300 7.82 l 18.05 5.57 4,300 7.81 4 97 18 05 4,440 7.82 l 18.05 i 5.56 4,440 7.80 4 96 18 05 4,800 7.81 l 18.05 5.55 ~ r 4,500 7.79 4 95 18 05 4,800 7.80 l 18.04 5.54 4.500 7.78 4.94 18 04 4,830 7.79 l 18.04 5 53 4,830 7.78 4 94 18.04 4,000 7.79 l 18.03 5 53 4.000 7.77 4.93 18.03 4,740 7.78 l 18.03 5.52 4,740 7.76 1 4.92 18 03 4,000 7.77 l 10.03 5.51 4,000 7.75 4.91 18 03 4,000 7.76 l 16.02 5.50 4,000 7.75 i 4.91 18.02 4,030 7.76 l 18.02 5.50 4,0 3 7.74 4.90 18.02 4,000 7.75 l 18.02 5.49 4,000 7.73 4.89 18 02 8,040 7.74 l 18.01 5.48 5,040 7.73 4.88 18 01 S.100 7.74 l 18.01 5.47 5,100 7.72 4.88 18.01 5,160 7.73 l 14.01 5 47 5,100 7.71 4 87 18.01 S.220 7.72 l 18.00 5 46 5.220 7.71 4 86 18 00 5,200 7.72 l 18.00 5.46 5,200 , 7.70 4.86 18.00 5,340 7.72 l 18.00 545 5,340 7.70 4 86 18 00 5,400 7.71 1 18.00 545 , 5,400 7.70 4.85 i 18 00 5,400 7.71 l 18.00 5 45 ! ! 5,400 7.69 i 4.85 ! 18.00 5,520 7.71 l 18.00 5.44 I i 5,520 7.69 4 85 ! 18 00 5,500 7.71 1 18.00 5 44 I i 5,500 7.09 4 84 18 00 5.840 7.70 l 18.00 5.44 5,640 7.69 4.84 18.00 5,700 7.70 1 18.00 5.43 S,700 7.68 4 84 18.00 5,700 7.70 1 18.00 5 43 5,700 7.68 4.83 18.00 5,820 7.70 l 18.00 5.43
- 5,820 7.68 4.83 18 00 5,800 7.69 l 18.00 5.43 5,400 , 7.68 4.83 18.00 8,040 7.69 l 18.00 5.4** 5,900 i 7.67 4.83 18.00 4,000 7.69 l 18.00 5.42 6,000 i 7.67 4.82 18 00 4,000 7.68 l 18.00 5.41 6,000 7.66 4.81 18.00 8,120 7.67 l 17.99 5 41 6,120 7.66 4.81 17.99 4,100 7.67 l 17.99 5.40 6,140 7.65 4.80 17.99 8.340 1 7.66 l 17.98 5.39 6.240 7.64 4.79 17.98 a I_ 4! &
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, 8,300 7.06 17.90 5.30 8,300 7.63 4.78 17.98 Y' 7.64 17.97 5.37 S,430 7.62 4.78 17.97 7.84 17.97 5.37 6,400 7.62 4.77 17.97 6 S,840 7.63 17.96 5.36 6,840 7.61 4.76 17.96 4,000 7.62 17.96 5.35 6,000 7.60 4.75 17.96 6,000 7.61 17.95 5.34 6,000 7.60 4.75 17.95 8,720 7.80 17.94 5.33 6,720 7.59 4.74 17.94 S,700 7.80 17.94 5.33 S,700 7.58 4.73 17.94 S,840 7.50 17.93 5.32 6,840 7.57 4.72 17.93 S 300 7.50 17.93 5.31 S,000 7.56 4.71 17.93 S,900 7.50 17.92 5.30 6,900 7.56 4.71 17.92 7,030 7.57 17.91 5.30 7,020 7.55 4.70 17.91 7,000 7.66 17.91 529 7,000 7 54 4.69 17.91 7.140 7.55 17.90 528 7.140 7.54 4.68 17.90 7,300 7.55 17.90 5.27 7,300 7.53 4.68 17.90 7,300 7.54 17.89 527 7,200 7.52 4.67 17.89 7,330 7.53 17.09 526 7,330 7.51 4.66 17.89 7,300 7.52 17.88 525 7,300 7.51 4 66 17.88 ,
7,440 7.52 17.87 5.25 7,440 7.50 4.65 17.87 7,000 7.51 17.87 524 7,000 7 49 4 64 17 87 7,000 7.50 17.08 5.23 7,000 7.49 4 63 17.86 7,030 7.50 17.86 5.23 ,, 4 7,830 7.48 4 63 17.86 7,000 7.49 17.85 5.22 7,000 7.47 4.62 17.85 7,740 7.48 17.84 5.21 7.740 7 47 4 61 17.84 7,000 7.48 17.84 520 7,000 7.46 4 61 17.84 7,000 7.47 17.83 5.20 7,000 7.45 4.60 17.83 7,000 7.46 17.83 5.19 7,930 745 4 59 17.83 7,000 7.46 17.02 5.18 7,000 7 44 4.59 17 82 8,840 7.45 17.82 5.18 S,040 7 43 4.58 1782 j 8,100 7.44 17.81 5.17 0,100 7.43 4 57 17.81 i 8,100 7.42 4 57 17 80 I 8,100 7.44 17.00 5.16 a,m 7.43 17.00 5.16 8,220 7 41 4.56 17 80 8,300 7.42 17.79 5.15 S.200 T.41 4.55 17.79 S,340 7.42 17.79 5.14 S 340 7 40 4.55 17.79 S,400 7.41 17.78 5 14 8,400 7.39 4.54 17.78 4,400 7.40 17.78 5.13 S,400 7.39 4.53 3 17.78 8,030 7.40 17.77 5.12 0.520 7.38 4 53 17 77 _ S,000 7.39 17.76 5.12 8,500
- 7.37 4 52 17.76 8,440 7.38 17.76 5.11 S,640 i 7.37 4.51 17.76 4,700 7.38 17.75 5.10 8,700 l 7.36 4 51 17 75 8,700 7.37 17.75 5.10 8,700 7.35 4.50 17.75 8,030 7.37 17.74 5.09 0,820 7.35 4.50 17.74 8,000 7.36 17.73 5.09 0,800 7.34 4.49 17.73 S,940 7.35 17.73 5.08 S,940 7.34 4.48 17.73 9,000 7.35 17.72 5 07 9,000 7.33 4.48 , 17.72 9,000 7.34 17.72 5.07 9,0 0 7.32 4.47 17.72 9,130 7.34 17.71 5.06 9,120 7.32 4.47 17.71
~f' 5.06 9,180 7.31 4.46 17.71 9,100 7.33 17.71
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- 9,000 7.29 l 17.67 5.01 9,000 7.27 4.42 17.67 l 9,720 7.28 l 17.66 5.01 9,720 7.27 4.41 17.66 l 9,700 7.28 l 17.06 5.00 9,700 726 4.41 17.66 9,040 7.27 l 17.65 5.00 9,840 7.25 4.40 17.65 9,900 7.27 l 17.65 4.99 9,000 725 4.40 17.65 0,900 726 l 17.64 4.99 9,900 7.24 4.39 17.64 10,020 7.26 l 17.64 4.98 10,020 724 4.39 17.64 10,000 7.25 l 17.63 4.98 10,000 7.23 4.38 17.63 10,140 7.25 l 17.63 4.97 10,140 723 4.38 17.63 10,200 7.24 l 17.62 4.97 10,200 722 4.37 17.62 10.200 7.24 l 17.62 4.96 10,200 7 22 4.37 17.62 10,320 7.24 l 17.62 4.96 10,320 722 4.37 17.62 10,300 723 l 17.62 4.96 10,300 7.22 4.36 17.62 10,440 7.23 l 17.62 4.96 10,440 7.21 4.36 '7 62 10,000 7.23 l 17.61 4.96 10,000 7 21 4 36_ y7.61 -
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' 6 79 3 94 17.16 48,420 6.00 17.16 4.54 48,430 6 79 3 94 17.16 40,400 6.00 17.16 4.54 44,400 6 79 3.94 ; 17.16 48,540 6.00 17.16 4.54 ,89 6 79 3 94 17.16 48,000 6.80 17.16 4.54 . 48,000 6 79 3.94 17.16 i 40,000 6.80 17.16 4.54 48,000 6.79 3.94 17.16 48,730 6.80 17.16 4.54 44,720 6.79 3.94 17.16
) 48,780 6.81 17.16 4.54 48,700 6.79 3.94 17.16 i 48,840 6.81 17.16 4.54 48,843 6.79 3 94 17.16 l 48,000 6.81 17.16 4.54 48,900 6.79 3 94 , 17.16 48,900 6.81 17.16 4.54 48,900 6 79 3.94 17.16 40,020 6.81 17.16 4.54 40,020 6.79 3.94 , 17.16 40,000 6.81 17.17 4.54 48,000 40,140 6.79 3.95 i 17.17 _ 6.81 17.17 4.54 49,140 6.79 , 3 95 i 17.17 48,200 6.81 17.17 4.54 49,200 m **a 6.79 3 95 17.17 6.81 17.17 4.54 49,200 6 79 3 05 17.17 40,320 6.81 17.17 4.54 40,320 6 79 3 95 ; 17.17 48,300 6.81 17.17 4.54 49,300 44,440 6.81 6.79 3.95 i 17.17
, 17.17 4.54 49,440 6.79 3.95 40,800 6.81 17.17 4.54 17.17 _
49,500 6.79 3.95 i 17.17 85 6.81 17.17 4.54 49,580 6.79 3.95 17.17 49,420 6.81 17.17 4.54 49,620 6.79 3.95 17.17 48,000 6.81 17.17 4.54 49,680 6.79 3.95 17.17 40,740 6.81 17.17 4.54 49,740 6.79 3.95 17.17 40,000 6.81 17.17 4.54 49,000 6.80 3.95 17.17 40,800 6.81 17.17 4.55 49,se0 6.80 3.95 17.17
,. 40,830 6.81 17.17 4.55 49,920 l93 6.80 3 95 17.17 M
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f, 44,5 0 881 ' IL 4F; 7 T i 4.55 , 40J $0 6.00 3.95 17.17 80,040 6.81- 1 47,17. I 4.56 80,000 6.80 3.95 17.17 _ 80,100 SA1 1 17.18 l 4.56 80,100 6.00 3.95 17.18 80,100 6.82 l 17.18 l 4.56 80,100 6.80 3.95 17.18 80,230 6.82 l 17.18 l 4.55 00,230 6.80 3.95 17.18 50,200 6A2 l 17.18 l 4.55 am " 6.80 3.95 17.18 80,340 6.82 l 17.18 l 4.55 00,340 6.80 3.95 17.18 80,400 6.82 1 17.18 l 4.55 80,400 6.80 3.95 17.18 50,400 6.82 l 17.18 l 4.55 90,400 6.80 3.95 17.18 80,820 SA2 l 17.18 l 4.55 80,820 6.80 3.96 17.18 60,000 6A2 l 17.18 l 4.55 80,800 6.80 3.96 17.18 80,040 6.82 l 17.18 l 4.55 80,640 i 6.80_ 3.96 17.18 l 80,700 6.82 l 17.18 l 4.55 80,700 6.80 3.96 17.18 80.700 6A2 l 17.18 l 4.55 80,700 6.80
)
3.96 17.18 ! S0,820 6.82 l 17.18 l 4.55 50,820 6.80 3.96 17.18 80,000 l 6A2 l 17.18 l 4.55 80,800 6.80 3.96 17.18 80,S40 6A2 l 17.19 l 4.55 80,040 6.81 3.96 17.19 S1,000 6A2 l 17.19 l 4.56 81,000 6.81 3.96 17.19 S1,000 6A2 l 17.19 l 4.56 S1,000 6.81 3.96 17.19 _ 41,120 6A2 l 17.19 l 4.56 S1,120 6.81 3 96 17.19 l 61,100 6.83 l 17.19 l 4.56 S1,100 6.81 3.96 17.19 ' S1,340 6A3 l 17.19 l 4.56 _ S1,340 6.81 3.96 17.19 81,300 6.83 l 17.19 l 4.56 81,300 6.81 3.96 17.19 l 81,300 643 l 17.19 l 4.56 51,300 6.81 3 96 17.19
$1,430 6A3 l 17.19 l 4.56 81,430 6.81 3 97 17.19 i 81,400 6.83 l 17.19 l 4.56 S1A00 6.01 3.97 17.19 S1,640 6.83 l 17.19 l 4.56 S1,540 6.81 3.97 17.19 81,000 6AS l 17.19 l 4.56 S1,000 6 81 3.97 17.19 S1,000 6A3 l 17.20 l 4.66 S1,000 6.81 3.97 1720 {
S1,730 6A3 l 17.20 l 4.56 41,720 6A2 3.97 1720 81,700 6.03 l 17.20 l 4.58 S1.700 6.82 3.97 17.20 S1,MO 6A3 l 17.20 l 4.57 S1,040 6.82 3.97 17.20 81,900 6.83 l 1720 l 4.57 S1,000 622 3.97 17 20 81,000 6.84 l 17.20 l 4.57 S1,000 6.82 3.97 1720
$2,030 6.84 l 17.20 l 4.57 52,020 6.82 3 97 1720 82,000 6.84 l 1720 l 4.57 52,000 6.82 3.97 17.20
$2,140 6.84 l 17.20 l 4.57 52,140 6.82 3.97 1720 82,200 6.84 l '1720 l 4.57 52,200 6.82 3.97 1720 82,200 6.84 l 17.20 1 4.57 52,200 6.82 3.98 1720 82,320 6.84 l 17.21 l 4.57 52,320 6.82 3.93 17.21 82,200 6.84 l 17.21 l 4.57 52,380 6.82 3.98 17.21 82,440 6.84 l 17.21 l 4.57 52.440 6.82 3.98 1721 52,000 6.84 l 17.21 l 4.57 52.500 6.82 3.98 17.21 l
82,000 6.84 l 1721 l 4.57 52,000 6.83 3.98 1721 j S2,030 6.84 l 17.21 1 4.57 52,620 6.83 'L98 17.21 j S2,000 6.84 l 17.21 l 4.58 52.se0 6.83 3.98 17.21 1 82,740 6.85 l 17.21 1 4.58 $2.740 6.83 3.98 1721
$2,000 f 6.65 l 1721 1 4.58 52,000 6.83 3.98 1721 l S2,000 6.65 l 17.21 1 4.58 S2,880 6.83 3.98 1721 l g 52,030 6.85 l 17.21 1 4.58 52,020 6.83 3.98 17.21 y 83,000 83,040 6.85 l 17.22 l 4.58 S2,s00 6.83 3.98 17.22 l 6.85 l 17.22 l 4.58 53,040 6.83 3.99 1722 l Ip V. . >
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stry 1 r ~?" M ' :@ DMelon 1 DMolon 2 CS RHR C8 RHR time see) Pump A PumpA PumpM 53,< 00 6.85 17,22 time (sec) MB Pump C Pumnp 4.58 83,100 6.83 3.99 17.22 53,100 6.85 17.22 4.68 83,100 6.83 3.99 1722 83,230 6.85 17.22 4.58 S3,220 6.83 3.99 1722 83,200 6.85 17.22 4.58 53,200 6.83 3.99 1722 53,340 6.85 17.22 4.58 83,340 6.84 3.99 1722 S3,400 6.85 1722 4.58 53,400 6.84 3.99 1722 83,400 6.85 17.22 4.59 83,400 6.84 3.99 1722 83,520 6.06 17.22 4.59 83,820 6.84 3.99 1722 83,800 6.06 17.23 4.59 83,500 6.84 3.99 17.23
~53,840 6.86 17.23 4.59 83,540 6.84 3.99 1723 53,700 6.86 17.23 4.59 83,700 6.84 3.99 1723 53,700 6.86 17.23 4.59 83,700 6.84 3.99 17.23 83,820 6.86 17.23 4.59 53,820 6.84 3 99 17.23 83,800 6.86 17.23 4.59 S3,000 6.84 4.00 17.23 S3,940 6.86 17.23 4.59 54,000 83,040 6.84 4 00 i 1723 6.86 1723 4 59 54,000 6.84 4 00 1723 54,000 6.86 1723 M,120 4.59 M,000 6.85 4 00 172 I 6.86 17.23 4.59 . 54,120 6.85 M,100 6.86 17.23 4.59 I 34,180 4 00 I 17.23 ]
6.85 4.00
- 1723 54,240 6.86 17.24 4.60 M,240 6.85 4 00 17 24 84,300 6.87 1724 4.60 ' 54,300 6.85 4.00 '
17 24 54,300 54,420 6.87 _6.87 17.24 17.24 4.60 4 60 _[ M,300 54,420 6.85 4.00 _ 1724 84,400 6.85 4 00 l' 17.24 6.87 1724 4.60 S4,400 6.85 4 00 1724-~ 54,S40 6.87 1724 4.60 84,840 6.85 4 00 1724 S4,000 6.07 1724 4.60 $4,000 , 6.85 4 00 3 1724 84,000 6.87 17.24 4.60 t $4,000 i 6 85 54,730 6.87 1724 4.60 54,720 4 00 _ 1724 6.85 4 00 1724 84,700 6.87 1724 4.60 54,700 6.85 4 00 17 24
$4,840 '
S.87 1724 4.60 S4.840 6.85 4 00 ' 1724 S4,000 6.87 17.24 4.60 l S4,000 , 6 85
- 4 00 17.24 S4,000 6.87 17.24 4.60 S4,000 I 6.85 4 00 , 1724 SS,020 6.87 17.24 4.60 ' ! $6,020 t 6.85 4 00 1724 58,000 6.87 17.24 4.60 i l SS,000 l 6 85 4 00 1724 SS,140 6.87 17.24 4.60 55,200 55,140 i 6.85 i 4 00 , 17 24 6.87 17.24 . 4 60 . 55,200 i 6.85 4 00 17 24 88,200 6.86 1724 l 4 59 i 55,290 i 6.85 4.00 17 24 SS,320 6.86 17.24 i 4.59 i SS 320 i 6 85 4 00 1724 85,300 6.86 17.24 4 59 55,380 6 85 4 00 . 1724 58,440 6.86 17.24 4 59 ! 55,440 6 85 4 00 i 17.24 SS,500 6.86 17.24 4.59 i SS,500 6 85 4 00 ; 1724 SS,500 6.86 1724 4 59 SS SSO i 6.85 4 00 1724 85,420 6.86 17.24 4.59 SS,620 6.85 4 00 17 24 SS,000 6.86 17.24 4 59 65,680 , 6.85 4 00 4 1724 58,740 6.86 17.24 4.59 . 55,740 1 6 85 4.00 i 17.24 85,000 6.86 1724 4.59 ! SS,800 t 6.85 4 00 1724 SS,000 6.86 17.24 4.59 i 55,860 6.85 4 00 17.24 58,020 6.86 17.24 4.59 I 55,920 6.85 4 00 1724 SS,000 6.86 17.24 4 59 55,980 6.85 4 00 1724 S4,040 6.86 17.24 4.59 56,040 6.85 4.00 1724 85,100 6.86 1724 4.59 56,100 6.84 4.00 17.24 f 84,100 6 86 1724 4.59 i i 56,180 6.84 4.00 1724 iF 4
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WWielen 1 ' B CS DMalon 2 M9t C8 Hme t:2 Pump A Pump A PumpB RHR 6 as nea 6.06 1hne P :} PumpB Pump C Pump D W 17.24 4.50 96,230 as " 6.48 6.84 4.00 1724 17.24 4.50 08,3 0
,- as
- 6.06 6.84 4.00 1724 17.24 4.50 sa *
- g 88,400 8.86 6.84 4.00 1724
' 17.24 4.59 $6,400 6.84 4.00
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[ 88.400 6.06 17.24 17.24 4.80 58,400 6.85 l _ SS,830 6.86 4.00 1724 1724 4.59 54,820 as ama 6.85 4.00 17.24 6.86 1724 4.50 ! 88,440 88,800 6.85 4.00 6.87 17.24 17.24 4.59 38,840 I 96,700 6.87 6.85 4.00 1724 17.24 4.60 98,700 l , 88,700 8.87 6.85 4.00 17.24 17.24 4.60 98,700 i am m 6.87 6.85 4.00 17.24 17.24 4.80 58,820 86,000 6.87 6.85 4.00 17.24 1725 4.80 88,800 am," 6.87 1725 6.85 4.00 1725 4.60 SS,940 6.85 87,000 4.00 6.87 17.25 17.25 4.80 87,000 6 85 ) _ 57,000 6.87 1725 4.00 l 4.60 57,000 6 85 1725T ) 57,120 6.87 17.25 4 00 1725 4.60 57,120 ) 57,180 6.87 6 85 4.01 1725~ ,! 1725 4.60 * ! $7,240 57.100 6.85 4.01 1725 6.87 17.25 4.60 87,300 57,240 6.86 4 01 ' 6.87 17.25 t 7 25 4.80 57,200 6.86 ! 87,300 6.87 4 01 17.25 4.60 87,300 17 25 f ! 87,420 6.88 6.86 4.01 17 25 1725 4.00 1 87,438 i
- 87,400 6.08 6.06 4.01 1725
$7,840 6.88 17.26 17.26 4.61 4.61 1
i 1 87,400 87,940 6.86 4 01 17.26 j j 87,000 6.86 4.01 1726 _ 6.08 17.26 4.61 87,000 87.000 6.86 4 01 1726 6.88 17.26 4.61 57,800 57,720^ 6.88 i 6 86 4 01 1726 1726 4.61 i 87.720 87,780 6.88 6.86 4 01 17 26 17.26 4.61 1
; S7,700 l 87,440 6.88 6 86 4 01 1726 1726 4.61 i 87,840 )
l 87,900 6.88 6 86 4.01 1726 17.26 4 61 ! $7,900 87,000 6.08 6 86 4 02 1726 17.26 4.61 l S7,900 80,830 6.88 6.87 4 02 ! 1726 17.26 4.61 58,020 ' 88,000 6.87 4.02 1726 6.88 17.27 4.61 88,140 58,980 6.87 4.02 6.88 17.27 4.61 1727 _
$8,300 i St 140 6 87 4.02 17.27 _
6.89 17.27 4.61 l 98,300 St.200 6 87 4 02 17.27 6 89 17.27 4.61 ! $8,320 6.89 58J00 6 87 4 02 17.27 ~ 17.27 4.62 58,320 88,300 _ 6.89 6 87 4 02 17 27 17.27 4.62 St 440 i 58.300 6 87 4 02 17.27 6.89 17.27 4.62 88,000 SS,440 6 87 4.02 6.89 17.27 17.27 4.62 S4,500 6 87 88,800 6.89 17.27 4.62 4 02 l 17.27 54,430 i 58,500 i 6 87 4 02 i 17.27 6.89 17.27 4.62 88,000 58,820 6.87 4.02 6.89 17.27 17 27 St 740 4.62 t SS,680 6.87 4.02 1727 6.89 17.28 4.62 i SS,740 50,000 6.88 4.03 1728 6.89 17.28 4.62 58,000 88,800 6.88 4 03 1728 6.89 17.28 4.62 58,980 54,000 , 6.88 4.03 1728 6.89 17.28 4.62 58,920 SS,900 6.88 4.03 1728 6.90 17.28 4.62 88,900 __80,840 6.90 6.88 4.03 17.28 1728 4.62 59,040 00,100 6.90 6.88 4.03 1728 1728 4.63 80,100 80,100 6.90 6.88 4.03 17.28 17.28 4.63 98,100
.t 88,230 6.90 6 88 4.03 17.28 1728 4.63 08,220 ma " 6.88 4.03 6.90 1728 4.63 50,280 6.88 4.03 1728i 1 7.211 _
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C6 fGHL ane(esel PumpAi ' Pump A- Puesp B tbne (sec) Pump 8 an u'* ~ Pump C Pump D 1 , 6.90 % 17 5 4.03 00,340 6.68 4.03 17.26 80A00 630 17.20 4.63 00,400 6.88 00A00 6.90 4.03 1729 17.29 4.63 00A00 6.86 i 80,030 4.03 1729 6.90 17.29 4.63 as m 6.69 4.04 1729 00,000 6.90 17.29 4.63 00,000 6A9 4.04 1729 00,440 6.90 17.29 4.63 00,840 6.89 4.04 1729 08,700 6.90 17.29 4.63 00,700 6A9 4.04 1729 00,700 6D1 17.29 4.63 00,700 6.09 4.04 1729 00,430 6.91 17.29 4.63 00,030 6.89 4.04 1729 00,000 6.91 17.29 4A3 80,000 6AS 4.04 1729 an,- 6D1 17.29 4.64 00,940 6.89 4.04 1729 00.000 6At 17.30 4.64 00,000 6A9 4.04 00,000 17.30 6D1 17.30 4.64 00.000 6 to 00,130 4.04 17.30 6A1 17.30 4.64 00,130 6.89 4.04 17.30 00,100 631 17.30 4.64 00,100 6.89 4.04 17.30 00,340 6.91 17.30 4.64 00,340 6.89 4.04 17.30 90,300 631 17.30 4.64 00,300 6.90 4.04 17.30 00,300 6.91 17.30 4.64 00,300 6.90 4 05 17.30 an,- 6.91 17.30 4.64 00A30 6.90 4 05 17.30 00,400 6.91 17.30 4.64 00A00 6D0 4 05 17.30 00,840 6.92 17.30 4.64 00,640 6D0 4.05 17.30 00,000 6.92 17.30 4.64 80,000 6.90 4.05 17.30 40,440 6.92 17.31 4.64
~
00,000 6DO 4.05 17.31 96,730 6.92 17.31 4.65 00,730 6.90 4.05 17.31 00,700 6.92 17.31 4.66 00,700 6.90 4.05 17.31 00,040 6.92 17.31 4.65 00A40 6.90 4 05 17.31 80,000 6.92 17.31 4.66 00,000 6 90 4 05 17.31 00,000 6.92 17.31 4.65 00.000 6.90 4 05 17.31 StAm 6.92 17.31 4.65 01,000 6.90 4 05 81,000 17.31 6.92 17.31 4.65 81,000 6.91 61,140 4 05 17.31 6.22 17.31 4.66 01,140 6.91 41,300 4.06 17.31 6.92 17.31 4.65 01,300 6 91 4.06 17.31 41,300 6.92 17.32 4.65 41,300 01,330 631 4.06 17.32 6.93 17.32 4.65 41,330 6 91 01,300 4.06 17.32 6.93 17.32 4.65 81,300 6 91 81,440 4.06 17.32 6.93 17.32 4.65 81,440 6 91 81,000 4 06 17.32 6.93 17.32 4.65 61,500 6.91 4.06 17.32 41,000 6.93 17.32 4.66 61,500 6.91 4 06 17.32 81,030 6.93 17.32 4.66 61,420 6.91 4.06 17.32 01,000 6S3 17.32 4.66 41,800 6.91 4 06 17.32 61,740 6.93 17.32 4.66 81,7t.0 6.91 4.06 17.32 41,000 6.93 17.32 4.66 81,000 6.91 4.06 17.32 61,000 6.93 17.32 4.66 01.000 6.92 4.06 17.32 81,93 6.93 17.33 4.66 81,920 6.92 4.06 17.33 41,900 6.93 17.33 4.66 81,900 6.92 4.07 17.33 82,040 6.93 17.33 4.66 42,040 6.92 4.07 17.33 02.100 6.94 17.33 4.66 82,100 6.92 4.07 17.33 82,100 SD4 17.33 4.66 ti2,160 6.92 4.07 17.33 42,230 6.94 17.33 4.66 62,220 6.92 4.07 17.33 agm 6.94 17.33 4.66 62,280 ) [ am."
$2A00
.6.94 i 6.96 17.33 17.33 4.67 4.67 62,340 62,400 6.92 6.92 4.07 4.07 17.33 17.33 6.92 4.07 17 33 u.
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OMelon 1 DMelon 2 CS Rigt CS RHR times (sec) Pump A Pimap A Pumps time (sec) PumpB Pump C Pump D G2.400 6.M ! 17.33 4.67 42,400 6.92 4.07 17.33 82,5 0 6.64 17.34 4.67 82,830 6.92 4.07 17.34 GR,000 6.94 17.34 4.67 82,000 6.92 4.07 17.34 St,NO 6.94 17.34 4.67 82,N0 6.93 4.07 17.34 63,700 6.M 17.34 4.67 82,700 6.93 4.07 17.34 82,700 6.94 17.34 4.67 82,700 6.93 4.08 17.34 St,030 6.95 17.34 4.67 42,020 6.93 4.08 17.34 62,000 6.95 17.34 4.67 82,000 6.93 4.08 17.34 St NO 6.95 17.34 4.67 42,940 6.93 4.08 17.34 _83,000 6.95 17.34 4.67 83,000 6.93 4.08 17.34 83,000 6.95 17.34 4.67 83,0 9 6.93 4.08 17.34 83,130 6.95 17.34 4.68 63,130 6.93 4.08 17.34 83,100 6.95 17.35 4.68 63,100 6 93 4.08 17.35 63,240 6.95 17.35 4.66 63,240 6.93 4.08 17.35 83,300 6.05 17.35 4.68 83,300 6.93 4.06 17.35 63,300 6.95 17.35 4.66 , 63,300 6.93 4.08 17.35 83,430 6.95 17.35 4.68 $3,430 6.94 4.08 17.35 43,400 6.95 17.35 4.68 43,400 6.94 4 06 17.35 83,540 6.96 17.35 4 88 SS.See 6.94 4.06 17 35 63,000 6.96 17.35 4.68 43,000 6.94 4 09 !? 35 83,000 6.96 17.35 4.68 83,000 6.94 4 09 17 35 03,730 6.96 17.35 4.68 83.730 6.94 4 09 17.35 83,700 6.96 17.36 4.68 5 83.700 6.94 4 09 17.36 83,040 6.96 17.36 4.60 $3,040 6 94 '4 09 17.36 83,900 6.96 17.36 4.68 63,000 6.94 4 09 17.36 83,900 6.96 17.36 4.69 83,900 6 94 4.09 17 36 64,030 6.96 17.36 4.69 . 64,030 6.94 4 09 17.36 64,000 6.96 17.36 4.69 ! G4,000 6.94 Y 4 09 17 36 64,140 6.96 17.36 4 69 t 64,140 6.95 4 09 17 36 44,300 6.96 17.36 4.89 M,300 6.95 i 4.09 j 17 36
$4,300 6.97 17.37 4.00 44,300 6.95 1 4.10 1 1737 44,330 6.97 17.37 4.69 M,330 6 95 t 4.10 17 37 64,300 6.97 17.37 4.69 M,300 6 95 4.10 17.37 M,440 6.97 17.37 4.70 t , M,440 i 6.95 4.10 l 17.37 44,900 6.97 17.37 4 70 ! M,900 i 6 95 4.10 l 17.37 M SGD 6.97 17.37 4.70 ! M,SSO j 6 96 4 to i 17.37 84,830 6.97 17.38 4.70 i M 620 i 6.96 4.10 17.38 M,000 6.98 17.38 4.70 i M,000 6.96 4.11 17 38 M ,740 6 98 17.38 I 4.70 i 64,740 6 96 4 11 17 38 M,000 6 98 3 17.38 I 4.70 t 64.800 6 96 4.11 i 17.38 44,000 6.98 t 17.38 4.70 l M,840 6 96 4.11 17.38 04.930 6.98 17.38 4.70 64,920 6.96 4.11 17.38 M,900 6.98 17.38 4.70 M,900 6.96 4.11 17.38 84,040 6.98 17.38 4.71 ; 65,040 6 96 4.11 17.38 46,100 6.96 17.38 4.71 l 85,100 6 96 4.11 17.38 88,100 6.96 17.38 4.71 65,160 6.96 4.11 1 17.38 44,230 6.96 17.39 4.71 65,220 6.97 4.11 17.39 98,300 6.96 17.39 4.71 65.280 6.97 4.11 17.39 96,340 6 98 17.39 4.71 65,340 6.97 4.11 17.39 08,400 6.99 17.39 4.71 65,400 6.97 4.11 17.39 08,400 6.99 17.39 4.71 45,460 6.97 4.12 17.39 et,830 6.99 17.39 4.71 65,520 6.97 4.12 17.2L b
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79,440 7 05 4.19 17.51 79,500 7.06 17.51 4 78 79,800 7 05 4.19 17.51 79,500 7.06 17.51 4 78 78,500 I 7 05 4. t 9 1751 l 79,830 7.06 17.51 4 78 79,820 79,000 7.05 ' 4 19 1751 7.07 17.51 4.78 79,000 7.05 , 4 19 1751 79,740 7.07 17.51 4.78 i 79,740 7 05 4.19 17.51 79,800 7.07 17.51 4.78 I 79,000 79,400 7.07 7.05 , 4.19 l 17.51 17.51 4.78 79,800 79,930 7 05 1 4.19 ! 17.51 7.07 17.51 4.78 79,920 7.05 4 19 17 51 79,900 7.07 17.51 4.78 79,900 i 7.05 4 19 17.51 00,940 7.07 17.51 4.78 i 00,040 7.05 4.19 17.51 40,100 7.07 17.51 4 78 80,100 7.05 4.19 17.51 30,100 7.07 17.51 4 78 ' 30,100 7 05 4.19 17.51 80,220 7.07 17.51 4 78 50,220 80,300 7.07 17.51 7.05 ! 4.19 17.51 4.78 80,280 7.05 i 4 19 1751 80,340 7.07 17.52 4 78 80,340 80,400 7 05 1 4 t9 1752 7.07 17.52 i 4 78 80,400 1 7.05 - 4.19 17.52 80,400 7 07 17.52 4.79 80,460 7 05 4.19 17.52 80,820 7.07 17.52 4 79 l ' 80,520 7.05 4 19 3 17.52 80,800 7.07 17.52 4 79 80,680 7.05 1 4.19 1 17.52 00,040 7.07 17.52 4.79 l 80,640 7.05 4 19 j 17.52
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., 03,700 7.10 l 17.55 4.81 83,700 1 7.08 4.22 17.55 , 83,700 7.10 l 17.55 4.81 83,7e6 7.08 422 17.55 83,830 7.10 l 17.55 4.81 83.820 7.08 4.21 17.55 83,800 7.10 l 17.55 4.81 83,800 7.08 421 17.55 83,040 7.10 1 17.55 4.81 83,940 7.08 4.21 17.55 84,000 7.10 l 17.55 4.81 84,000 7.08 421 17.55 04,000 7.10 1 17.55 4.81 84,080 7.08 4.21 17.55 84,130 7.10 l 17.55 4.81 84,120 i 44,180 7.08 421 17.55 7.10 l 17.55 4.81 84,180 7.08 421 17.55 M." 7.10 l 17.56 4.81 84,240 7.08 421 17.56 4.
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- j. M300 7.10 17.56 4.81 84,300 7.08 421 17.56 M300 7.10 17.58 4.81 84,300 7.08 4.21 17.56 44430 7.10 17.56 4.81 M,430 7.08 4.21 17.56 M400 7.09 17.58 4.81 84,400 7.08 421 17.56 84,440 7.09 17.56 4.81 84,540 7.08 4.21 17.56 M,000 7.09 17.56 4.81 84,000 7.08 4.21 17.56 84,000 7.09 17.56 4.81 84,000 7.08 421 17.56 84,720 7.09 17.56 4.81 84,730 7.08 421 17.56 84,780 7.09 17.56 4.81 M,780 7.08 421 17.56 84,M0 7.00 17.56 4.81 M,840 7.08 4.21 17.56 84,000 7.09 17.56 4.81 M,900 7.06 4.21 17.56 84,000 7.09 17.56 4.81 84,980 7.08 4.21 17.56 88,020 7.09~ 17.56 4.81 88,020 7.08 421 17.56 85,000 7.09 17.56 4.81 85,000 7.08 4.21 17.56 88,140 7.09 17.56 4.81 88.140 7.08 4.21 17.56 88,300 7.09 17.58 4.81 85,200 7.08 421 17.56
__88,200 7.09 17.56 4.81 48,200 7.08 4.21 17.56 88,320 7.09 17.56 4.81 85,330 7.08 421 17.56 88,300 7.09 17.56 4.81 SS 300 7.08 421 17.56 85,440 7.09 17.56 4.81 85,440 7.08 4.21 17.56 85,900 7.00 17.56 4.81 85,000 7.08 4.21 1756 88,800 7.09 17.56 4.81 88,800 7.08 4.21 17.56
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88,000 7.00 17.56 4.81 85,000 7.08 421 17.56 86,740 7.00 17.56 4.81 85,740 7.08 4.21 17.56 88,000 7.00 17.56 4.81 85,000 7.08 4.21 17.56 88,400 7.00 17.56 4.81 85,000 7.08 4 21 17.56 88,820 7.10 17.56 4.81 88,320 7.08 4.21 17.56 48,000 7.10 17.56 4.81 88.900 7.08 4.21 17.56 80,040 7.10 17.56 4.81 SS,MO 7.08 4.21 17.56 08,100 7.10 17.56 4.81 88,100 7.08 4.22 17.56 08,100 7.10 17.56 4.81 SS 100 7.08 4.22 17.56 88,230 7.10 17.56 4.81 48,220 7.08 4.22 17.56 88,300 7.10 17.57 4.81 88,200 7.08 4.22 17.57 88,340 7.10 17.57 4.81 84,340 7 08 4 22 17.57 88,400 7.10 1 T.57 4.82 86,400 7.08 4.22 17.57 88,400 7.10 17.57 4 82 88,400 7.08 , 422 17.57 08,820 7.10 17.57 4.82 86,520 7.09 ! 422 17.57 88,500 7.10 17.57 4 82 86,880 , 7.09 4.22 17.57 08,440 7.10 17.57 4 82 i 86,640 7.09 4.22 - 17.57 86,700 7.10 17.57 4.82 i 86,700 7.09 4.22 ; 17.57 08,700 7.11 17.57 4.82 - 86,760 7.09 4.22 17.57 08,830 7.11 17.57 4.82 , 86,820 7.09 4.22 17.57 88,000 7.11 17.57 4.82 88,800 7.09 4.22 17.57 88,040 7.11 17.58 4.82 84,940 7.09 4.22 17.58 07,000 7.11 17.58 4.82 87,000 7.09 423 17.58 87,000 7.11 17.58 4.82 87,080 7.09 4.23 17.58 87,120 7.11 17.58 4.82 87,120 7.09 4.23 17.58 87,100 7.11 17.58 4.82 87,180 7.09 423 17.58 87,240 7.11 17.58 4.83 87,240 7.09 4.23 17.58 M-47,300 7.11 17.58 4.83 87,300 7.09 4.23 17.58 k' q. 87.300 7.11 17.58 4.83 87,360 7.10 423 17.58 r3 o Tv'% Y_ ' *- .A s %
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, time (sec) Pump 8 Pump C Pump D 7 $7s W 7.11 17.58 44 87,430 7.10
[.; 4.23 17.58~ 47,400 7.11 17.58 4 /43 87,400 7.10 423 17.58 i 87,ND 7.11 17.58 4.83 87,840 7.10 423 17.58 87,000 7.12 17.50 4.83 87,000 87,000 7.10 423 17.59 7.12 17.50 4.83 ST,000 87,730 7.10 423 17.59 7.12 17.50 4.83 87,720 7.10 423 17.59 87,700 7.12 17.50 4.83 87.780 7.10 4.23 17.59 87.840 7.12 17.50 4.83 ST,840 7.10 423 17.59 87,000 7.12 17.50 4.83 87,900 7.10 424 17.59 87,000 7.12 17.50 4.83 87,900 7.10 424 17.59 88,030 7.12 17.50 4.83 88,030 7.10 4 24 17.59 00,000 7.12 17.50 4.83 88,000 7.10 424 17.59 88,140 7.12 17.50 4.83 88.140 7.10 424 17.59 88,300 7.12 17.50 4.83 88.300 7.10 4.24 17.59 88,300 7.12 17.50 4.83 88,300 7.10 4.24 17.59 84,330 7.12 17.50 4.84 88.330 7.10 4.24 17.59 88.300 7.12 17.50 4.84 88,440 88.300 7.11 i 424 17.59 7.12 17.00 4.84 80,440 7.11 ' 424 17.60 88,000 7.12 17.80 4.84 80,000 7.11 4 24 17.60 ___ 88.800 7.12 17.00 4.84 88.000 7.11 424 88,830 17.60 7.12 17.60 4.84 88,830 7.11 4.24 17 60 08,000 7.12 17.00 4.84 88,000
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ma ==a 7.11 425 17.61 7.13 17.61 4.84 80,530 7.11 4.25 17.61 00,000 7.13 17.61 4.85 89,500 ' 80,840 7.13 17.61 4 85 7.12 i 425 17.61 80,840 7.12 i 4 25 17 61 80,700 7.13 17.61 4 85 6 89.700 7.12 l 425 17.61 00,700 7.13 17.61 4 85 89,780 80,830 7.12 i 425 17.61 7.13 17.61 4.85 89,820 7.12 4.25 17.61 80,000 7.13 17.61 4.85 89,000 7.12 4.25 17.61 00,040 7.13 17.61 4.85 89,940 90,000 7.12 425 17.61 7.13 17.61 4.85 90,000 7.12 4.25 17.61 90,000 7.14 17.61 4.85 90,000 7.12 4.25 17.61 90,1M 7.14 17.61 4.85 90,130 7.12 4.25 17.61 90,100 7.14 17.61 4.85 90,100 7.12 4.25 17.61 90,340 7.14 17.61 4.85 99,240 7.12 4.25 17.61 90,300 7.14 17.61 4.85 90,300 an,eam 7.12 425 17.61 7.14 17.61 4.85 90,300
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P- See esed Pump 4 PumpA PumpB Hme(sec) PumpB Pump C Pump D }. 90,040 7.14 17A1 4.85 90,040 7.12 4.25 17.61 90A00 7.14 17.02 4A5 90,000 7.12 425 17.62 90,000 7.14 17.62 4A5 90,000 7.12 4.25 17.62 90,730 7.14 17A2 4A5 90,730 7.12 425 17.62 90,780 7.14 17.62 4A5 90,700 7.12 4.25 17.62 90,040 7.14 17A2 4A5 90,040 7.12 425 17.62 90,000 7.14 17A2 4A5 90,000 7.12 425 17.62 90,000 7.14 17A2 4.65 90,000 7.12 425 17.62 MA30 7.14 17A2 4.85 M,030 7.12 425 17.62 MA00 7.14 17.62 4A6 M,000 7.12 425 17.62 M,140 7.14 17.62 4.85 91,140 7.12 425 17.62 M ,300 7.14 17.62 4.85 M ,300 7.12 425 17.62 M,300 7.14 17.62 4.85 M,300 7.12 425 17.62 M,330 7.14 17.62 4A5 91,330 7.12 4.25 17.62 M ,300 7.14 17.62 4.85 M ,300 7.12 425 17.62 M,440 7.14 17.62 4.85 M ,446 7.12 4.25 17.62 M ,000 7.14 17.62 4.85 91,800 7.12 425 17.62 M ,000 7.14 17.62 4.85 91,000 7.12 425 17.62 MA30 7.14 17.62 4.85 M,830 7.12 426 17.62 M,000 7.14 17.62 4.85 91,900 7.12 4.26 17.62 M,740 7.14 17.62 4.85 91.740 7.12 426 17.62 M,000 7.14 17A2 4.85 91.000 7.12 426 17.62 M,800 7.14 17.62 4.85 91.000 7.12 426 17.62
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M,930 7.14 17.62 4.05 M,930 7.12 426 17.62 M,000 7.14 17.62 4.05 M,900 7.13 426 17.62 92,040 7.14 17.63 4.85 02,040 7.13 4 26 17.63 92,100 7.14 17.63 4.06 92,100 7.13 4 26 17.63 93,190 7.14 17.63 4.06 92,100 7.13 4 26 17.63 92,230 7.14 17.63 4.86 92,320 7.13 426 17.63 93,3 0 7.15 17.63 4.06 92,M0 7.13 4.26 17.63 St. Set 7.15 17.63 4.06 92.340 7.13 4 26 17.63 93,400 7.15 ,17_.63 4.06 92,400 7.13 426 17.63 93.400 7.15 17.63 4.86 92.400 7.13 4.26 17.63 03.830 7.15 17.63 4.86 l 92.530 7.13 426 17.63 92,000 7.15 17.63 4.86 i 92,500 7.13 426 17.63 92.840 7.15 17.63 4.86 32,640 7.13 4 26 17.63 92,790 7.15 17.63 4.86 92,700 7.13 4 26 17.63 92,790 7.15 17.63 4.86 92.700 7.13 4.26 17.63 SRA30 7.15 17.63 4 86 92,820 7.13 93,800 7.15 17.63 4 86 92,000
! 4 26 ! 17 63 7.13 1 426 l 17.63 92,040 7.15 17.64 4.86 92,940 7.13 426 i 17.64 93A00 7.15 17.64 4.86 93,000 7.13 426 17.64 93,000 7.15 17.64 4.86 93,000 7.13 427 17.64 93,12 7.15 17.64 4.86 93,120 7.13 4.27 17.64 93,180 7.15 17.64 4.88 93,100 7.14 4.27 17.64 I 93.340 7.15 17.64 4.86 93.240 7.14 4.27 17.64
$3,300 7.15 17.64 4.86 93,300 7.14 4.27 17.64 93,300 7.15 17.64 4.87 93.300 7.14 4.27 17.64 93,430 7.15 17.64 4.87 93,420 7.14 427 17.64 93,A00 7.15 17.64 4.87 93,400 7.14 427 17.64 1 93,040 7.16 17.64 4.87 03,540 7.14 427 17.64
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, 00J100 7.16 17.64 4.87 93.000 7.14 427 17.64 93,739 7.16 17.64 4.87 93.720 7.14 4.27 17.64 93,700 7.16 17.64 4.87 93,700 7.14 427 17.64 93,040 7.16 17.65 4.87 93,840 7.14 4.27 17.65 93,000 7.16 17.66 4.87 93,900 7.14 4.27 17.65 98,900 7.16 17.65 4.87 93,900 7.14 427 17.65 94,030 7.16 17.65 4.87 M,030 7.14 4.27 17.65 94,000 7.16 17.65 4.87 M,000 7.14 4.28 17.65 M,140 7.16 17.65 4.87 94,140 7.15 4.28 17.65 94,200 7.16 17.65 4.87 94,200 7.15 428 17.65 N,200 7.17 17,65 4.88 N,200 7.15 428 17.65 M.320 7.17 17.66 4.88 94,320 7.15 428 17.66 M,300 7.17 17.68 4.88 94,300 7.15 428 17.66 M,440 7.17 17.66 4.88 94,440 7.15 428 17.66 M,800 7.17 17.66 4.88 94.000 7.15 428 17.66 M,000 7.17 17.66 4.88 M.SM 7.15 4.28 17.66 N,820 7 'f 7 17.66 4.88 M,030 7.15 428 17 66 M,000 1.17 17.06 4.88 M,000 7.15 4.29 17 66 94,740 7.17 17.06 4.88 M,740 7.16 429 17.66 94,000 7.17 17.08 4.88 94,000 7.16 429 17.66 94,000 ?.18 17.67 4.99 94,000 7.16 4 29 17.67 94,930 7.18 17.67 4.09 'E 94,000 7.16 429 17.67 94,900 7.Q 17.67 4.09 94,900 7.16 429 17.67 98,M0 7.18 17.67 4.09 95,000 7.16 429 17.67 M,100 7.18 17.67 4.80 95,100 ' 7.16 429 17.67 98,100 7.18 17.67 4.89 98.100 7.16 429 17.67 96,230 7.18 17.67 4 a0 95,230 i 7.16 429 17.67 98,300 7.18 17.67 4.69 95,330 7.16 429 17 67 98,340 7.18 17.68 4.89 98.340 7.17 4.30 17 68 98,400 7.18 17.68 4.89 SSA00 7.17 4.30 17.66 SSA00 7.19 17.68 4.90 95.400 7.17 4.30 17.68 M SM 7.19 17.68 4.90 98,830 T.17 4.30 17.68 98,500 7.19 17.08 4.90 98.000 7.17 4.30 17.68 96,840 7.19 17.68 4.90 98,840 7.1 T 4.30 17.68 98,700 7.19 4.90 7.17 17.68__ 95.700 4.30 17.68 98.790 7.19 17.68 4.90 95,790 7.17 4.30 17.68 98,830 7.19 17.68 4.90 95,820 7.17 4.30 17.68 95,000 7.19 17.69 4.90 N,800 7.17 4.30 17.69 98,940 7.19 17.69 4.90 . I 95,940 i 7.18 4 30 17.69 95,000 7.19 17.69 4.90 I 98,000 ' 7.18 4 31 17.69 Se,000 7.19 17.69 4.90 9s,0e9 1 7.18 4.31 17.69 98,130 7.19 17.69 4.90 98,120 j 7.18 4.31 17.69 98,180 7.19 17.09 4.90 98,180 i 7.18 4.31 17.69 98,340 7.19 17.69 4.90 98,240 ' 7.18 4.31 17.69 98,300 7.20 17.69 4.90 96,300 - 7.18 4.31 17.69 98,300 7.20 17.69 4.91 96,360 7.18 4.31 17.69 j 98,430 7.20 17.69 4.91 96,420 ' 7.18 4.31 17.69 98,400 720 17.69 4.91 96,480 7.18 4.31 17.69 I 98,840 720 17.69 4.91 96,540 i 7.18 4.31 17.69 98,400 720 17.69 4.91 96,600 , 7.18 4.31 17.69 98,000 7.20 17.69 4.91 98,660 7.18 4.31 17.69 ; 98,720 720 17.70 4.91 96,720 7.18 4.31
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dme(east Pump A Pump A PumpB tkne (sec) PumpB Pump C Pump D SL75 7.20 17.70 4 31 98,700 7.18 4.31 17.70 94440 7.20 17.70 4.01 98,840 7.18 4.31 17.70 98,000 7.20 17.70 4.91 98,900 7.18 4.31 17.70 98,900 7.20 17.70 4.91 98,900 7.18 4.31 17.70 97,830 7.20 17.70 4.91 97,020 7.18 4.31 17.70 97,000 7.20 17.70 4.91 97,000 7.18 4.31 17.70 97,140 720 17.70 4.91 97,140 7.18 4.31 17.70 97,200 720 17.70 4.91 97,200 7.19 4.31 17.70 97,200 7.20 17.70 4.91 97,200 7.19 4.31 17.70 97,330 7.20 17.70 4.91 97,320 7.19 4.32 17.70 97,300 720 17.70 4.91 97,300 7.19 4.32 17.70 97,440 7.20 17.70 4.91 97,440 7.19 4.32 17.70 97,000 7.21 17.70 4.91 97,500 7.19 4.32 17.70 97,800 7.21 17.70 4.91 97,500 7.19 4.32 17.70 97,82 7.21 17.70 4.92 97,620 7.19 4.32 17.70 97,000 7.21 17.71 4.92 97,000 7.19 4.32 17.71 97,740 7.21 17.71 4.92 97,740 7.19 4 32 17.71 97,000 7.21 17.71 4.92 97,000 7.19 4.32 17.71 97,800 7.21 17.71 4.92 97,800 7.19 4.32 1 T.71 97,930 7.21 17.71 4.92 97,000 97.930 7.19 422 { '1 T 71 7.21 17.71 4.92 97,900 l 7.19 4.32 11.71 98,040 7.21 17.71 4.92 98,000 7.19 4.32 17.71 98,100 7.21 17.71 4.92 .
~98,100 7.19 4.32 17.71 98,100 7.21 17.71 4.92 98.100 7.19 4.32 17.71 98,230 7.21 17.71 4.92 98,220 7.19 4.32 17.71 98,300 7.21 17.71 4.92 98,200 7.19 4.32 17 71 98,340 7.21 17.71 4.92 98,340 7.19 4.32 98A00 7.21 17.71 98,400 4 17 71 4.92 120 4.32 i 17 71 98,400 7.21 17.71 4.92 98,400 720 4 32 17 71 98,82 7.21 17.71 4.92 98,530 720 4.32 17.71 90,M0 7.21 17.72 4.92 98.800 720 4.32 17.72 98,840 7.21 17.72 4.92 98.840 720 4.33 17.72 98,790 7.21 17.72 4.92 98,790 7 20 4.33 17 72 !
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' 12.10 17.03 l 400 19.15 17.03 13.42 450 19.14 400 18.99 11.95 16.88 1 400 19.00 16.88 13.27 16.75 1 470 18.80 16.76 13.15 470 18.86 11.82 18.76 16.63 13.02 480 18.74 11.70 16.63 ", I 400 490 11.57 13.50 4 1 400 16.62 16.50 12.89 18.61 4- 1 000 18.49 16.37 12.76 500 18.48 11.43 16.37 4
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, 7,740 8.82 17.84 2.92 7,740 8.80 1.73 17.84 7,800 8.81 17.84 2.91 7,800 8 79 1.72 17.84 7,860 8.80 17.83 2.90 ' 7,860 8 79 i 1 11 17.83 7,920 8.80 17.83 2.90 {' . 7,920 ! 8 78 ! 1.71 17.83 7.960 8.79 17.82 2.89 ' 7,980 ! 8.78 l 1 70 17.82 l 8,040 8.78 17.82 2.88 8,040 l 8.77 ! 1 69 17.82 8,100 8.78 17.81 2.87 8,100 8 76 ! 1 68 17.81 8.160 8.77 17.80 2.87 ,
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9,040 8.62 17.65 2.70 9,840 8.61 1.51 17.65 9.900 8.61 17.65 2.00 9.900 8.60 1.50 17.65 9,900 8.61 17.64 2.60 9.900 8.60 1.50 17.64 10.030 8.61 17.64 2.68 10,020 8.59 1.49 17.64 10,000 8.00 17.63 2.68 10,000 8.59 1.49 17.63 10,140 8.00 17.63 2.67 10,140 8.58 1.48 17.63 10,200 8.50 17.62 2.67 10,200 8.58 1.48 17.62 10.300 8.50 17.62 2.66 10,200 8.57 1.48 17.62 10,320 8.50 17.62 2.66 10,320 8.57 1.47 17.62 10,300 8.58 17.62 2.66 i 10.300 8.57 1.47 17.62 10,440 8.58 17.62 2.66 1 10.440 8.57 1.47 17.62 10,000 8.58 17.61 2.65 10,000 8.57 1.47 17.61 10,000 8.58 17.61 2.65 10,000 8.56 1.46 17.61
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{1 8.48 1.39 17.53 12,040 8.50 17.52 2.57 12,840 8.48 1.38 17.52 f. 12,000 12,000 8.49 8.49 17.52 2.57 12,000 8.48 1.38 17.52 17.52 2.57 12,000 8.48 1.38 17.52 13,020 8.49 17.52 2.57 13,020 8.48 1.38 17.52 13,000 8.40 17.52 2.57 13,000 8.48 1.38 17.52 13,140 8.49 17.51 2.56 13,140 8.47 1.38 17.51 13,200 8.48 17.51 2.56 13,200 8.47 1.37 17.51 13,200 8.48 17.51 2.56 13,200 8.47 1.37 17.51 13,330 8.48 17.50 2.55 13,320 8.46 1.37 17.50 13,300 8.47 17.50 2.55 13,300 8.46 1.36 17.50 13,440 8.47 17.50 2.55 13.440 8.46 1.36 17.50 13,000 8.47 17.49 2.54 13,500 8.45 1.36 17.49 13,000 8.46 17.49 2.54 13,500 8.45 1.35 17.49 13,030 8.46 17.49 2.54 13,820 8.45 1.35 17.49 13,000 8.46 17.48 2.53 13,000 8.44 1.35 17.48 13,740 8.45 17.48 2.53 13,740 8.44 1.35 17.48 13,000 8.45 17.48 2.53 13,000 8.44 1.34 17.48 13,000 8.45 17.47 2.53 13,800 8.43 1.34 17.47 13.030 8.44 17.47 2.52 13,020 ' 8.43 1.34 17.47 13,000 0.44 17.46 2.52 13,000 8.43 1.33 17.46 14,040 8.44 17.46 2.52 14,040 8.42 1.33 17.46 14,100 8.43 17.48 2.51 14,100 8.42 1 33 17.46 14,100 8.43 17.45 2.51 14,100 8.42 4 1.33 17.45 14,220 8.43 17.45 2.51 14,230 8.41 1.32 i 17.45 14,200 8.42 17.45 2.51 14,300 14,340 8.41 1.32 1 17.45 8.42 17.44 2.50 14,340 8.41 1 32 17.44 14,400 8.42 17.44 2.50 14,400 8.40 1.31 17.44 14,400 8.42 17.44 2.50 14,400 8.40 1.31 17.44 14,820 8.41 17.43 2.49 14,820 8.40 1.31 17.43 14,500 8.41 17.43 2.49 14,500 8.40 1.31 17.43 14,040 8.41 17.43 2.49 ( 14,440 i 8.39 1.30 17.43 14,700 8.40 17.42 2.49 ' 14,700 8.39 1.30 17.42 14,700 8.40 17.42 2.48 i 14,700 8.39 1.30 17.42 14,820 8.40 17.42 2.48 i 14,820 8.38 1.29 17.42 14,800 8.39 17.41 2.48 14,800 8.38 129 17.41 14,040 8.39 17.41 2.47 j 14,040 8.38 129 17.41 15,000 8.39 17.41 2.47 15,000 8.37 1.29 17.41 i 15,000 8.38 17.40 2.47 15,000 8.37 128 l ' 17.40 p' 18,120 8.38 17.40 2.47 15.120 8.37 1.28 17.40 p 15,100 8.38 17.40 2.46 15,100 8.36 128 17.40 g- 15,340 8.38 17.40 2.46 15,240 8.36 1.28 17.40 y 15,300 8.37 17.39 2.46 1 15,300 8.36 1.27 17.39 p 15,300 8.37 17.39 2.46 ' 15,300 8.36 1.27 17.39 7 18,430 8.37 17.39 2.45 15,420 8.35 127 17.39 g'p 15.400 8.37 17.38 2.45 15,400 8.35 1.27 17.38 1 15.040 8.38 17.38 2.45 15,560 8.35 1.26 17.38 10.000 8.36 17.38 2.45 15,600 8.35 126 17.38 xp
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* " 'l Pape 17 of 38 Olvtilos1 Division 2 C5 ' ( MHR C8 RHR time escl PunutA PennyA PumpB time i sec) PumpB Pump C Pump D h! " 8.00 17.89 2.22 uf " 8.08 1.03 17.09 4 34,440 0.00 17.00 2.22 34,440 8.06 1.03 17.09 34,000 8.00 17.09 2.22 34,000 8.08 1.03 17.09 34,800 8.00 17.08 2.22 34,500 8.06 1.03 17.08 34,420 8.09 17.08 222 34,830 8.08 1.03 17.08 34,000 8.00 17.08 222 34,000 8.08 1.03 17.08 34,740 8.09 17.08 2.22 34,740 8.08 1.03 17.08 34,000 8.09 17.08 2.21 34,000 8.08 1.03 17.08 34,800 8.09 17.08 2.22 34,000 8.08 1.03 17.08 34,030 8.09 17.08 222 34,020 8.08 1.03 17.08 34,000 8.09 17.08 2.22 34,000 8.08 1.03 17.08 35,040 8.09 17.09 222 35,000 8.08 1.03 17.09 38,100 8.09 17.09 222 35,100 8.08 1.03 17.09 35,100 8.10 17.09 222 35,100 8.08 1.03 17.09 35,220 8.10 17.09 2.22 35,220 8.08 1.03 17.09 35,200 8.10 17.09 2.22 35,200 8.08 1.03 17.09 35,340 8.10 17.09 2.22 35,340 8.08 1.04 17.09 35,400 8.10 17.09 2.22 35.400 8.08 1.04 17.09-38,400 8.10 17.09 222 35,400 8.08 1.04 17.09 38,520 8.10 17.09 222 35,530 8.06 1.04 17 09 36,500 8.10 17.09 2.22 35,800
" 8.09 1.04 17.09 38,440 8.10 17.09 2.22 35,640 8.09 1.04
~~ 17.09 36,700 8.10 17.00 222 35,700 8.09 1.04 17.09 36,700 8.10 17.09 222 36,700 8.09 1.04 17.09 35,020 8.10 17.09 2.22 38,030 8 09 1.04 17.09 38,080 8.10 17.09 2.22 35,000 8.09 1.04 17.09 35,940 8.10 17.09 2.22 36,940 8 09 1 04 17 09 38,000 8.10 17.09 222 6 38,000 8.09 1.04 17.09 38,000 8.10 17.10 2.23 38,000 8.09 1.04 17.10 34,120 8.10 17.10 2.23 38,130 8.09 1.04 17.10 36,100 8.10 17.10 2.23 38,100 8.09 1.04 17.10 38,240 8.11 17.10 223 36,240 8.09 1.04 17.10 38,300 8.11 17.10 223 36,300 8.09 1.04 17.10 36,300 8.11 17.10 2.23 38,300 8.09 1.04 17.10 34,420 8.11 17.10 2.23 36,420 8 09 1.04 17.10 38,400 8.11 17.10 2.23 36,400 8 09 1.04 17.10 34,540 8.11 17.10 223 36,540 8 09
' 1.05 , 17.10 34,000 8.11 17.10 2.23 36,000 8.09 1.05 1 17.10 36,000 8.11 17.10 2.23 36,680 i 8.10 1.05 17.10 34,720 8.11 17.10 223 36,720 8.10 1.05 17.10 34,700 8 11 17.10 223 36,700 8.10 1.05 17.10 34,840 8.11 17.10 2.23 i 34,840 8.10 1.05 17.10 34,000 8.11 17.10 223 i 34,000 8.10 1.05 17.10 34,000 8.11 17.10 2.23 36,000 8.10 1.05 17.10 37,020 8.11 17.10 2.23 37,020 , 8.10 1.05 17.10 37,000 8.11 17.11 2.23 37,080 8.10 1.05 17.11 37,140 8.11 17.11 2.23 37,140 8.10 1.05 17.11 37,200 8.11 17.11 2.23 37,200 8.10 1.05 17.11 37,200 8.11 17.11 2.24 37,260 8.10 1.05 17.11 0 37,320 8.11 17.11 2.23 37,320 8.10 1.05 17.11 3 37,300 8.11 17.11 2.23 37,380 8.10 1.05 t 37,440 8.11 17.11 223 17.11_
37,440 8.10 1.05 17.11 jk' ' s
g CS IDWt CS RHR p time (sec) Pump A PumpA PumpB time (sec) PumpB Pump C Pump D P 37,900 8.11 17.11 2.23 37,000
- 8.10 1.05 17.11 37,500 8.11 17.11 223 37,800 8.10 1.05 17.11 37,030 8.11 17.10 223 37,420 8.10 1.05 17.10 37,000 8.11 l 17.10 2.23 37,600 8.10 1.05 17.10 37,740 I 8.11 17.10 223 37,740 8.10 1.05 17.10 l 37,000 8.11 17.10 2.23 37,800 8.10 1.05 17.10 I 37,000 8.11 17.10 2.23 37,880 8.10 1.05 17.10 37,920 8.11 17.10 223 37,920 8.10 1.05 17.10 37,900 8.11 17.10 223 37,900 !
8.10 1.05 17.10 38,040 8.11 17.10 223 38,040 8.10 1.04 17.10 I 38,100 8.11 17.10 2.23 38,100 8.09 1.04 17.10 38,100 8.11 17.10 2.23 38,160 8.09 1.04 17.10 38,220 8.11 17.10 2.23 38,220 l 8.09 1.04 17.10 1 30,200 8.11 17.10 38,280 223 ! 8.09 1.04 17.10 38,340 8.11 17.10 2.23 ' 38,340 8.09 1.04 17.10 1 38,400 8.11 17.10 223 38,400 8 09 1 04 17 10 38,400 8.11 17.10 223 38,460 8.09 1.04 ' 38,820 8.11 17.10 2.23 38,520 17.10~ 8.09 1.04 17.10 38,500 8.11 17.10 2.22 38,500 8.09 1 04 17 10 38,440 8.10 17.10 2.22 38,640 8.09 t 1.04 17 10 38,700 8.10 17.10 222 38,700 1
~ ~ ~
8.09 1.04 17.10 38,700 8.10 17.10 222 38,700 8.09 1.04 17.10 38,420 8.10 17.10 222 38,420 8 09 1.04 17.10 38,000 8.10 17.10 222 38,800 8.09 1.04 17.10 38,040 8.10 17.10 222 38,040 8.09 1.04 17.10 30,000 8.10 17.10 222 30,000 1 8.09 1.04 17.10 ' 39,000 8.10 17.10 222 30,000 _ 8 09 1 04 17.10 30,120 8.10 17.10 222 30.120 8.09 1.04 17.10 39,100 8.10 17.09 222 39,100 8.09 1.04 17.09 30,240 8.10 17.09 2.22 30,240 8.09 1 1.04 17.09 39,300 8.10 17.09 2.22 39,300 ' 8.09 1 03 17.09 39,300 8.10 17.09 2.22 39,380 30,420 8.09 1.03 i 17.09 8.10 17.09 2.22 39,420 8.09 1.03 j 17.09 39,400 8.10 17.09 2 22 39.440 8.08 1.0L ! 17.09 39,840 8.10 17.09 222 i 39,540 t 8.08 1.03 1 17.09 38,000 8.10 17.09 222 39,880 i 39,000 l 8.08 1 03 I 17 09 8.10 17.09 222 39,860 l 8.08 1.03 17.09 39,720 8.10 17.09 2.22 39,720 8 08 1.03 17.09 39,700 8.10 17.09 222 39,780 8.08 1.03 17.09 39,840 8.10 17.09 2.22 1 39,840 8 08 1.03 17.09 39,900 8.10 17.09 222 39,900 8.08 1.03 17.09 39,900 8.10 17.09 2.22 39,980 8.09 1.03 17.09 40,020 8.10 17.09 2.22 40,020 . 8.09 1.03 17.09 40,000 8.10 17.10 2.22 40,000 8.09 1.03 17.10 40,140 8.10 17.10 2.22 40,140 8.09 1.03 17.10 40,200 8.10 17.10 222 40,200 8.09 1.04 17.10 40,200 8.10 17.10 222 40,260 8.09 1.04 17.10 40,320 8.10 17.10 222 40,320 8.09 1.04 17.10 , 40,300 8.10 17.10 222 40,380 8.09 1.04 17.10 ( 40,440 8.10 17.10 2.22 40,440 8.09 1.04 17.10 p 40,000 8.10 17.10 2.22 40,500 8.09 1.04 17.10 y 40,800 8.11 17.10 2.22 40,560 8.09 1.04 17.10 yt ti
i 2 DMelon1 DMalon 2
; CS WR CS RHR
.. time..sec) Pump A Pump A Piany B time (sec) PumpB Pump C Pump D 2' 40,H30 8.11 17.10 2.22 40,020 8.09 1.04 17.10 40,000 8.11 17.10 222 40,000 8.09 1.04 17.10 40,740 8.11 17.10 222 40,740 8.09 1.04 17.10 40,000 8.11 17.10 2.22 40,000 8.09 1.04 17.10 40,000 8.11 17.10 2.22 40,063 8.09 1.04 17.10 40,000 8.11 17.10 223 40,030 8.09 1.04 17.10 40,000 8.11 17.11 223 40,000 8.10 1.04 17.11 41,040 8.11 17.11 223 41,040 8.10 1.04 17.11 41,100 8.11 17.11 2.23 41,100 8.10 1.04 17.11 41,100 8.11 17.11 2.23 41,100 8.10 1.04 17.11
- 41,230 8.11 17.11 223 41,220 8.10 1.04 17.11 l 41,200 8.11 17.11 223 41,200 8.10 1.04 17.11 41,340 8.11 17.11 2.23 41,340 8.10 1.04 17.11 41,400 8.11 17.11 223 41,400 8.10 1.04 17.11 41,400 8.11 17.11 223 41,400 8.10 1.05 17.11 41,520 8.11 17.11 2.23 41,520 8.10 1.05 17.11 41,500 8.12 17.11 2.23 41,000 8.10 1.05 17.11 41,640 8.12 17.11 2.23 41,440 8.10 1.05 17.11 41,700 8.12 17.11 2.23 41,700 8.10 1.05 17.11 41,700 8.12 17.11 2.23 41,700 8.10 1.05 17.11 41,030 8.12 17.11 223 . 41,030 8.10 1.05 17.11 41,000 8.12 17.11 223 ~.~ 41.000 8.10 1.05 17.11 41,940 8.12 17.12 223 41,040 8.10 1.05 17.12 42,000 8.12 17.12 2.23 42,000 8.11 1.05 17.12 42,000 8.12 17.12 2.23 42,000 8.11 1.05 17.12 42,120 8.12 17.12 2.23 t 42,120 8.11 1.05 i 17.12 42,100 8.12 17.12 2.24 42,100 8.11 i 135 i 17.12 42,340 8.12 17.12 224 42,340 8.11 1.05 17.12 i 42,300 8.12 17.12 224 42,300 8.11 1.05 17.12 42,300 8.12 17.12 224 42,300 8.11 1.05 17.12 42,420 8.12 17.12 224 42A30 8.11 1.05 17.12 42,400 8.12 17.12 224 42,400 8.11 1.05 ,
17.12 42,540 8.12 17.12 224 42,540 8.11 1.05 17.12 42,000 8.12 17.12 224 42,000 8.11 1.05 17.12 42,000 8.12 17.12 2.24 42,000 i 8.11 1.05 17.12 42,720 8.12 17.12 2.24 ' 42,720 l 8.11 1 05 17.12 42,700 8.12 17.12 224 42,700 I 8.11 1.05 17.12 42,840 8.12 17.12 2.24 1 42,840 1. 8.11 1.05 17.12 42,000 8.12 17.12 2.24 i 42,000 l 8.11 1.05 17.12 42,000 8.12 17.12 2.24 42,000 i 8.11 1.05 17 12 43,020 8.12 17.12 224 43,020 8.11 1.05 17.12 , 43,000 8.12 17.12 2.24 43,080 8.11 1.05 17.12 l 43,140 8.12 17.12 2.24 43,140 l 8.11 1 05 17.12 1 43,200 8.12 17.12 2.24 43,200 i 8.11 1 05 17.12 43,200 8.12 17.12 2.24 . 43,260 i 8.11 1.05 17.12 43,320 8.12 17.12 2 24 1 43,320 i 8.11 1.05 17.12 43,300 8.12 17.12 2.24 43,380 i 8.11 1.05 17.12 43,440 8.12 17.12 2.24 43,440 8.11 1.05 17.12 43,800 8.12 17.12 2 24 43,500 8.11 1.05 17.12 43,900 8.12 17.12 2.24 43,580 8.11 1.05 17.12 5 43,430 8.12 17.12 224 43,820 8.11 1.05 17.12 _ g(- 43,800 8.12 17.12 224 43,880 8.11 1.05 17.11 I
- h. ,
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y ' ' " "1 " t' M P% l{ Page 20 of 38 DMelon1 DMelon 2 CS RHR C8 RHR dme lsec) Pump A Pump A Pasup B time (sec) PumpB Pump C Pump D 43,P40 8.12 17.12 2.24 43,740 8.11 1.05 17.12 l 43,000 8.12 17.12 2.24 43,000 8.11 1.05 17.12 43,000 8.13 17.12 224 43,000 8.11 1.05 17.12 43,000 8.13 17.12 2.24 43,920 8.11 1.05 17.12 43,900 8.13 17.13 224 43,900 8.11 1.05 17.13 l 44,040 8.13 17.13 224 44,040 8.11 1.05 17.13 I 44.100 8.13 17.13 2.24 44,100 8.11 1.05 17.13 f 44,100 8.13 17.13 224 44,100 8.11 1.05 17.13 l 44,220 8.13 17.13 224 44,220 8.11 1.06 17.13 l 44,200 8.13 17.13 2.24 44,200 8.12 1.06 17.13 l 44,340 8.13 17.13 224 44,340 8.12 1.06 17.13 i l l 44,400 8.13 17.13 2.24 44,400 8.12 1.06 17.13 44,400 l ! 8.13 17.13 2.24 44,400 8.12 1.06 17.13 44,520 8.13 17.13 224 44,520 8.12 1.06 17.13 44,500 8.13 17.13 224 44,500 8.12 1.06 17.13 44,640 8.13 17.13 224 44,640 8.12 44,700 8.13 17.13 44,700 1.06 l 17.13 { ! 2.24 8.12 1.06 17 13 44,700 8.13 17.13 224 44,700 8.12 1.06 l 44,020 17.13 ] 8.13 17.13 2.24 44,820 8.12 1.06 17.13 44,000 8.13 17.14 224 44,800 8.12 1.06 17 14 [ 44,940 8.14 17.14 224 44.940 8.12 1.06 17.14 48,000 8.14 17.14 224 45,000 8.12 1.06 17.14 45,000 8.14 17.14 2.25 45jl00 8.12 1.06 17.14 45,120 8.14 17.14 2.25 45,120 8.12 1.06 17.14 45,100 8.14 17.14 2.25 45,100 8.12 , 1.06 17.14 45,240 8.14 17.14 225 45,240 8.12 1 1.06 17.14 45,300 8.14 17.14 2.25 45,300 8.12 1.06 17.14 1 l 45,300 8.14 17.14 225 45,300 8.12 i 1.06 17.14 ~ I l 45,420 8.14 17.14 225 45,420 8 13 1.06 17.14 45,400 8.14 17.14 225 45,400 8.13 1.06 17.14 46,540 8.14 17.14 2.25 45,540 8.13 1.06 17.14 45,000 8 14 17.14 225 45,000 8 13 1.06 17 14 45,000 8.14 17.14 225 45,000 8.13 1.06 17.14 45,720 8.14 17.14 225 45,720 8.13 1.07 17.14 45,700 8.14 17.14 225 _45,700 8.13 1.07 17.14 45,440 8.14 17.14 225 45,840 8 13 1.07 17.14 45,900 8.14 17.15 225 45,900 8 13 1.07 17.15 45,900 8.14 17.15 225 45,980 8 13 1 07 17.15 44,020 8.14 17.15 225 - 46,020 8 13 1.07 17.15 48,000 8.14 17.15 2.25 46,000 8.13 1.07 . 17.15 44,140 8.15 17.15 2.25 46,140 8.13 1.07 17.15 46,200 8.15 17.15 2.25 46,200 8.13 1.07 17.15 44,200 8.15 17.15 225 48,260 8.13 1.07 17.15 44,320 8.15 17.15 225 46,320 8.13 1.07 17.15 46,300 8.15 17.15 2.25 48,300 8.13 1.07 17 15 40,440 8.15 17.15 2.25 46.440 8.13 1.07 17.15 48,500 8.15 17.15 2.25 46,500 8.13 1.07 17.15 44,000 8.15 17.15 226 46,500 8.13 1.07 17.15 46,820 8.15 17.15 2.26 46,620 8.14 1.07 17.15 48,000 8.15 17.15 226 46,600 8.14 1.07 17.15 44,740 8.15 17.15 226 46,740 8.14 1.07 17.15 44,000 8.15 17.15 226 46,800 8.14 1.07 17.15
- tr .c t
b timeleec) Pump A PumpA PumpB k time (m) CB Pump C Pump D _4$300 8.16 17.15 2.26 46,000 8.14 l I- u *** 8.15 17.16 2.26 48,230 8.14 1.07 17.15 l 1.07 17.16 40,000 8.15 17.16 2.26 44,900 8.14 1.07 17.16
; 47,040 8.15 17.16 2.26 47,040 8.14 1.07 17.16 47,100 8.15 17.16 2.26 47,100 8.14 1.07 17.16 47.100 8.15 17.16 226 47,100 8.14 1.07 17.16 1 47,220 8.15 17.16 226 47,220
! 8.14 1.07 17.16 47,200 8.15 17.16 2.26 47,200 8.14 1.07 17.16 47,340 8.15 17.16 226 47,340 8.14 1.07 17.16 47,400 8.15 17.16 2.26 47,400 8.14 1.07 17.16 47,400 8.15 17.16 2.26 47,400 8.14 1.07 17.16 47,820 8.15 17.16 226 47,820 8.14 1.07 17.16 47,500 8.15 17.16 2.26 47,500 8.14 1.07 17.16 47,640 8.15 17.16 226 47,840 8.14 1.07 17.16 47,700 8.15 17.16 226 47,700 8.14 1.07 17.16 47,700 8.15 17.16 226 47,700 8 14 1,07 _17.16 47,820 8.15 17.16 2.26 47,820 8.14 1.07 17.16 47,800 8.15 17.16 2.26 47,880 ) 8.14 1 07 17.16~ ! 47,940 8.15 17.16 226 47,940 8.14 1.07 17.16 48,000 8.15 17.16 2.26 48,000 8.14 1.07 17 16 48,000 8.15 17.16 2.26 48,000 8.14 1.07 17.16 _ 48,120 8.16 17.16 2.28i 48,120 8.14 1.07 17.16 48,100 8.16 17.16 2.26 48,100 8.14 1.07 17.16 48,240 8.16 17.16 2.26 48,340 8.14 1.07 17.16
, 48,300 8.16 17.16 226 48,300 8.14 1.07 17.16
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.' 40,000 8.16 17.17 2.26 49,800 8.15 1.08 17.17 L 40,000 40,920 8.17 17.17 2.26 49,860 8.15 1.08 17.17_
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1 1 C . l p m Page 22of 38 a DMelon1 DMalon 2 C8 1t95t CS RHR time (ees) Pump A Pump A PumpB time (sec) PumpB Pump C Pump D 40,900 8.17 17.17 2.27 40,000 8.15 1.08 17.17 80,040 8.17 17.17 227 50,040 8.15 1.08 17.17 00,100 8.17 17.18 2.27 50,100 8.15 1.08 17.18 80,100 8.17 17.18 227 50,100 8.15 1.08 17.18 50,220 8.17 17.18 2.27 50,220 8.15 1.08 17.18 j 90,200 8.17 17.18 227 50,200 8.15 1.08 17.18 50,340 8.17 17.18 2.27 50,340 8.16 1.08 17.18 50,400 8.17 17.18 2.27 50,400 8.16 1.08 17.18 50,400 8.17 17.18 227 50,400 8.16 1.08 17.18 50,520 8.17 17.18 2.27 50,520 8.16 1.08 17.18 50,500 8.17 17.18 2.27 50,500 8.16 1.08 17.18 50,840 8.17 17.18 2.27 50,640 8.16 1.08 17.18 50,700 8.17 17.18 2.27 50,700 8.16 1.08 17.18 50,700 8.17 17.18 2.27 50,700 8 16 1.09 17.18 50,820 8.17 17.18 2.27 50,020 8.16 1.09 17.18 50,000 8.17 17.18 2.27 50,000 8.16 1.09 17.18 50.940 8.18 17.19 2.27 50,940 B.16 1.09 17.19 51,000 8.18 17.19 227 51,000 8.16 1.09 17.19 l 51,000 8.18 17.19 2.27 51,000 8.16 1.09 17.19 I 51,120 8.18 17.19 2.27 , 51,120 8.16 1.09 17.19 51,100 8.18 17.19 228 1 51,100 8.16 1.09 17.19 51,240 8.18 17 19 228 ~T
~~51,240 8.17 1.09 17.19 51,300 8.18 17.19 2.28 G1,300 8.17 1.09 17.19 51,300 8.18 17.19 2.28 51,300 8.17 1.09 17.19 51,420 8.18 17.19 2.28 51,430 8.17 1.09 17.19 51,400 8.18 17.19 228 51,400 8.17 1 09 17.19 51,540 8.18 17.19 228 51,540 8.17 1.09 17 19
_51,000 8.18 17.19 228 51,000 8.17 1.09 8 17 19 51,000 8.19 1720 228 51,000 8.17 1.10 17 20 l 51,720 8.19 1720 228 51,720 8.17 1.10 17.20 l 51 p0 8.19 1720 228 51,700 8.17 1.10 17 20 1 513 4 8.19 1720 228 51,840 8 17 , 1.10 17 20 51,000 8.19 1720 2.28 51,000 8.17 1.10 17.20 51,900 8.19 1720 2.28 51,000 8.18 1.10 1720 52,020 8.19 1720 228 52,020 8.18 1.10 1720 52,000 8.19 1720 229 52,000 8.18 1.10 17.20 52,140 8.19 17.20 229 52,140 8.18 1.10~ I1720 52,200 8.19 17.20 229 52,200 , 8.18 1 10 i 17.20 52,200 8.19 1720 229 52,200 1 8.18 t' 1 10 1 17.20 52,320 8.19 17.21 229 52,320 ! 8.18 i 10 1721 52.300 8.19 17.21 2.29 i 52,300 i 8.18 1.10 17.21 52,440 8.20 17.21 2.29 1 52,440 8.18 1.10 17.21 l 52,500 820 17.21 229 i 52,500 8.18 1.10 1721 52,500 820 17.21 2.29 ! 52,560 8.18 1.11 17.21 6 52,020 8.20 17.21 2.29 52,620 8.18 1.11 17.21 i ' 52,000 820 1721 2.29 52,680 8.18 1.11 17.21 52,740 820 17.21 229 52,740 8.19 1.11 1721 52,000 8.20 17.21 2.29 52,000 8.19 1.11 17.21
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C8 R$R CS RHR ilme l sec) Pump A Pump A Pump 8 time (sec) Pump 8 Pump C Pr;D S3,'40 820 17.22 2.30 83,100 8.19 1.11 1722 53,100 8.21 17.22 2.30 53,100 8.19 1.11 17 22 53,230 8.21 17.22 2.30 83,220 8.19 1.11 1722 53,200 8.21 17.22 2.30 83,200 8.19 1.11 1722 53,340 8.21 17.22 2.30 53,340 8.19 1.11 1722 53,400 8.21 1722 2.30 53,400 8.19 1.11 17.22 S3,400 8.21 1722 2.30 43,400 820 1.11 1722 83,820 8.21 17.22 2.30 53,520 820 1.12 17.22
$3,500 821 17.23 2.30 53,800 820 1.12 17.23 43,040 821 17.23 2.30 53,640 820 1.12 17.23 S3,700 821 1723 2.30 83.700 820 1.12 17.23 43,700 8.21 17.23 2.30 53,700 820 1.12 17.23 53,820 8.21 17.23 2.30 S3.820 820 1.12 17.23 S3,000 8.22 17.23 2.30 53,800 820 1.12 17.23 43,940 8 22 17.23 2.31 83,940 8.20 1.12 17.23 84,000 8.22 17.23 2.31 54,000 820 1.12 17.23 S4,000 8.22 17.23 2.31 84,000 820 1.12 17.23-54,120 8.22 17.23 2.31 54,120 820 1.12 17.23~
64,100 822 17.23 2.31 84,100 8.21 1.12 17.23-54.240 8.22 17.24 2.31 , 54,240 8.21 1.12 84,300 8.22 17.24 1724_~ 2.31 i 84,300 821 . 1.12 17 24 S4,300 822 1724 2.31 i 54,300 8.21 1.12 17 24 84,420 8.22 17.24 2.31 (4,420 821 1.13 17.24
$4,400 8.22 1724 2.31 64,400 821 1.13 1724 S4,840 8.22 1724 2.31 54,840 821 1.13 17.24 S4,000 8.22 17.24 2.31 84,m0 821 1.13 17 24 S4,000 822 17.24 2.31 84,000 8 21
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[ 96,220 8.22 17.24 2.30 56,220 821 1.12 17.24 56,200 8.22 17.24 2.30 56,200 820 1.12 17.24 56,340 8.22 1724 2.30 54,400 56.340 820 1.12 1724 822 1724 2.30 56,400 8.21 1.12 17.24 M,400 8.22 17.24 2.30 56,40D 821 1.12 1724 56,520 8.22 17.24 2.30 56,520 8.21 1.12 1724 56,500 8.22 17.24 2.30 56,500 8.21 1.12 1724 56,640 8.22 17.24 2.31 58,840 8.21 1.12 17.24 56,700 8.22 17.24 2.31 56,700 8.21 1.12 1724 56,700 822 17.24 2.31 56,700 821 1.12 17.24 56,820 8.23 17.24 2.31 58,820 821 1.12 1724 56,400 823 17.25 2.31 58,880 821 1.12 1725 56,940 8.23 1725 2.31 i 56.940 821 1.12 17.25 57,000 8.23 17.25 2.31 i 57,000 821 1.12 17.25 57,000 8.23 1725 2.31 1 57,000 8.21 1.12 17.25 57,120 8.23 1725 2.31 ; 57.120 ' i 8.22 1 12 1725 57,180 8.23 17.25 2.31 i ! 57.100 8 22 1 13 ^T7 25 57,240 8.23 1725 2.31 57,240 57,300 8 22 1 13
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80,700 8.27 17.29 2.34 00,700 825 1.15 1729 00,820 8.27 17.29 2.34 00,830 825 1.15 1729 80,000 8.27 17.20 2.34 80,000 8.25 1.15 17.29 00,840 8.27 1729 2.34 50,840 825 1.16 1729 00,000 8.27 17.30 2.34 80,000 826 1.16 17.30 00,000 8.27 17.30 2.34 00,000 826 1.16 17.30 80.130 8.27 17.30 2.34 00,120 826 1.16 17.30 00,100 8.27 17.30 234 00,180 826 1.16 17.30 00,240 827 17.30 2.34 00,240 826 1.16 17.30 80,300 8.27 17.30 2.35 80,300 826 1.16 80,300 17.30~ 827 17 2 2.35 40,300 826 1.16 17.30 00,430 827 17.30 2.35 00,430 826 1.16 17.30~ 00,400 828 17.30 2.35 00,400 826 1.16 17.30 80,040 828 17.30 2.35 00.040 826 1.16 17.30~ 80,000 828 17.30 2.35 80.000 8 26 1.16 17.30 00,000 8.28 17.31 2.35 44,e00 8.26 1.16 17.31 00,730 8.28 17.31 2.35 00,720 8.27 1.16 17.31 00,700 8.28 17.31 2.35 00,700 827 1.16 17.31 00,040 8.28 17.31 2.35 00,840 8.27 1.16 17.31 00.000 8.28 17.31 2.35 00,000 827 1.17 17.31 W,000 8.28 17.31 2.35 m,000 8.27 1.17 17.31 81,030 8.28 17.31 2.35 $1,030 8.27 1.17 17.31 81,000 828 17.31 2.35 41,000 827 1.17 17.31 81,140 8.20 17.31 2.35 81,140 827 1.17 17.31 91,200 8.29 17.31 2.36 81,200 827 1.17 17.31 81,200 8.29 17.32 2J6 81,200 827 1.17 17.32 81,330 829 17.32 2.36 01,330 8 27 1.17 17.32 61,300 829 17.32 2.36 81,300 827 e 1.17 17.32 81,440 820 17.32 2.36 81.440 8.28 1.17 17.32 81,000 829 17.32 2.36 81,000 8 28 1.17 17.32 81,000 8.29 17.32 2.36 41,560 8.28 1.17 17.32 81,820 829 17.32 2.30 61,620 828 1.17 17.32 81,000 8.29 17.32 2.36 61,800 8.28 1.17 17.32 81,740 8.29 17.32 2.38 61,740 i 828 1.17 17.32 81,000 8.29 17.32 2.36 61,000 4 828 1.18 17.32 41,000 8.20 17.32 2.36 41,000 828 1.18 17.32 81,020 82 17.33 2.36 61,e20 828 1.18 17.33 41,000 8.30 17.33 2.36 si,900 828 1.18 17.33 l 82,040 8.30 17.33 2.36 42,040 828 1.18 17.33 62,100 8.30 17.33 2.36 42,100 828 1.18 17.33 l 82,100 8.30 17.33 2.37 62,180 828 1.18 17.33 l 82,230 8.30 17.33 2.37 82.220 829 1.18 17.33 82,200 8.30 17.33 2.37 62,200 8.29 1.18 17.33 82,340 8.30 4 17.33 2.37 82,340 8.29 1.18 17.33 m,400 8.30 ' 17.33 2.37 82,400 8.29 1.18 17.33
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' 1.22 17.39 85,340 8.35 17.39 2.41 65,340 8.34 122 17.39 b, 45,400 8.35 17.39 2.41 65,400 8.34 1.22 17.39 85,400 8.35 17.39 2.41 65,440 8.34 1.22 17.39 i 45,520 8.35 17.39 2.41 65,520 8.34 1.22 17.39
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8.35 1.23 17.40 84,900 8.36 17.40 2.41 98,900 8.35 123 17.40 48,000 8.36 17.40 2.41 88.900 8.35 123 17.40 67,020 8.36 17.40 2.41 67,030 8.35 1.23 17.40 87,000 8.36 17.40 2.41 57,000 8 35 123 17.40 67,140 8.36 17.40 2.41 67,140 8.35 1.23 17.40 87,200 8.36 17.40 2.41 87,200 8.35 1.23 17 40 67,200 8.36 17.41 2.41 87,200 8.35 123 17.41 l 87,320 8.36 17.41 2.41 87,320 8.35 1.23 17.41 j 67.380 8.36 17.41 2.41 87,300 8.35 123 17.41 l 87,440 8.36 17.41 2.42 87,440 1 8.35 123 17.41 87,500 8.36 17.41 2.42 67,500 t 8 35 123 17.41 l 87,500 8.37 17.41 2.42 i 87,580 i 8.35 123 17.41 j 57,820 8.37 17.41 2.42 ! 87,820 ' 8.35 1.23 17.41 ' 57,000 8.37 17.41 2.42 87.600 8.35 1.23 17.41
$7,740 8.37 17.41 2.42 67,740 B.35 1.23 17.41 87,800 8.37 17.41 2.42 87,800 8.35 1.23 17.41 87,800 8.37 17.41 2.42 87,860 8 35 123 17.41 87,920 8.37 17.41 2 42 87,920 8.35 1.23 17 41 67,900 8.37 17.41 2.42 67,980 8.35 1.23 17 41 68,040 8.37 17.41 2.42 68.040 8.35 1.23 17 41 88,100 8.37 17.41 2.42 68.100 8.35 1.23 17.41 64,100 8.37 17.41 2.42 68,180 8.35 1.23 17.41 88,220 8.37 17.41 2.42 68,220 8.35 1.23 17.41 88,280 8.37 17.41 2.42 68.280 8.35 1.23 17.41 88,340 8.37 17.41 2 42 68,340 8.35 1.23 17.41 G8,400 8.37 17.41 2.42 68,400 8.36 1.23 17.41 88,400 8.37 17.41 2 42 68,460 8.36 1.23 17.41 i
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( 08,700 G8,700 8.37 8.37 17A1 17.41 2.42 2A2 88,700 68,790 8.36 8.36 1.23 1.23 17.41 17.41 48,820 8.37 17A2 2A2 SS,820 8.36 1.23 17.42 08,800 8.37 17A2 2.42 88,880 8.36 123 17A2 i
- 48,940 8.37 17A2 2.42 88,940 8.36 1.23 17.42 1 80,000 8.37 17.42 2A2 00,000 8.36 123 17A2 00,000 8.37 17A2 2.42 00,000 8.36 123 17A2 00,120 8.37 17.42 2A2 89,120 8.36 123 17A2 00,180 8.37 17.42 2.42 69,100 8.36 123 17A2 08,240 8.37 17A2 2A2 00,240 8.36 123 17.42 80,300 8.37 17.42 2.42 69,300 8.36 123 17.42 80,340 8.37 17A2 2A2 69,300 8.36 123 17A2 i 69,420 8.37 17.42 2A2 69,420 8.36 1.23 17.42 i 69,480 8.37 17A2 2.42 69,480 8.36 1.23 17A2 69,540 8.37 17A2 2A2 89,540 8.36 1.23 17A2 89,000 8.37 17A2 2A2 89,000 8.36 123 17.42 08,000 8.37 17.42 2A2 80,600 8.36 123 17A2 i 89,720 8.37 17A2 2A2 09,720 8.36 123 17 42 I 98,730 8.38 17.42 2.42 80,700 8.36 123 , 17.42 89,840 8.38 17A2 2 42 89,840 8.36 123 17.42 00,900 8.38 17.42 2.42 ,,99,900 8.36 123 17.4T 00,900 8.37 17.42 2.42 80,000 1 8.36 123 1742 70,020 8.37 17.42 2 42 " 7ft,020 i 8.36 123 17 42 70,000 8.37 17A2 2A2 70.000 8 36 123 17 42 70,140 8.37 17.42 2.42 70.140 8.36 1.23 17.42 70,200 8.37 17A2 2.42 70,200 8.36 123 17 42 70,200 8.37 17A2 2.42 70,200 8.36 .
123 17 42 i 70,320 8.37 17.42 2.41 70,320 8.36 1.23 17 42 ; 70,300 8.37 17.42 2.41 70,300 8.36 123 17 42 70,440 8.37 17A2 2.41 70,440 8.36 1.23 17A2 l 70,500 8.37 17.42 2.41 70,500 8.36 1.23 i 17.42 70,500 8.37 17.42 2.41 70,500 8.36 1.23 17.42 70,420 ft.37 17.42 2.41 70,820 8.36 1.22 17 42 l 70,600 8.37 17.42 2.41 70,680 1 8.36 1.22 17 42 70,740 8.37 17.42 2.41 70,740 l 8.36 1 22 17 42 70,800 8.37 17.42 2.41 70,000 I 8 36 1.22 17 42 70,800 8.37 17.42 2A1 70,400 I 8.36 1.22 i 17.42 70,920 8.37 17.42 2.41 ' 70,920 8.36 ! 1.22 l ' 17.42 70,980 8.37 17A2 2.41 , 70,980 8 35 ! 1.22 l 17.42 71,040 8.37 17.42 2.41 1 71,040 8 35 l 1 22 l 17 42 71,100 8.37 17.42 2 41 4 71,100 8.35 1.22 17 42
, 71,100 8.37 17.42 2.41 71,160 8.35 1.22 17A2 71,220 8.37 17.42 2 41 71,220 1 8 35 1.22 17 42 4 71,280 8 37 17 42 2.41 71,280 ! 8 35 122 17 42
, 71,340 6.37 17.42 2.41 1 71,340 ' 8.35 1.22 17 42 71,400 8.37 17.42 2.41 71,400 8 35 122 17 42
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; 71,000 8.37 17.42 2.40 71,000 8.35 122 17.42 l - 71,940 8.37 17.42 2.40 71,940 8.35 122 17.42 l! 72,000 72,000 8.37 8.37 17.42 17.42 2.40 2.40 72,000 72,000 8.35 8.35 1.22 1.22 17.42 17.42 l 72,130 8.37 17.42 2.41 72,120 8.35 122 17.42 72,100 8.37 17.42 2.41 72,100 8.36 1.22 17.42 72,240 8.37 17.42 2.41 72.240 8.36 1.22 17.42 72,300 8.37 17.42 2.41 72,300 8.36 122 17.42 72,300 8.37 17.42 2.41 72,300 8.36 1.22 17.42 72,430 8.37 17.42 2.41 72,420 8.36 1.22 17.42 72,400 8.37 17.42 2.41 72,400 8.36 1.22 17.42 72,840 8.3, 17.43 2.41 , 72,540 8.36 122 17.43 72,000 8.37 17.43 2.41 72,000 , 8.36 1.22 17.43 72,000 8.38 17.43 2.41 72,000 8.36 1.22 17.43 72,720 8.38 17.43 2.41 72,720 8.36 122 17.43 72,700 8.38 17.43 2.41 72,700 8.36 1 22 17 43 _
! 72,840 8.38 17.43 2.41 72,840 8 36 1.22 17 43 l 72,900 8.38 17.43 2.41 72,900 8.36 1.23 17.43 l 72,900 72,900 8.38 17.43 2.41 8.37 1.23 17.43 73,030 8.38 17.43 2.41 73,020 8.37 . 1.23
!, 17 43 73,000 8.38 17.43 2.41 ~~! 73,000 8.37 1 1 23 17 43 1 73,140 8.38 17.44 2.42 73,140 i 8 37 1 23 17.44 73,300 8.38 17.44 2.42 73,200 8.37 1.23 17.44 73,200 8.38 17.44 2.42 73,200 8.37 123 17.44 73,330 8.38 17.44 2.42 73,330 8.37 1.23 l 17.44 73,300 8.39 17.44 2.42 73,300 8.37 1 23 T 17.44 73,440 8.39 17.44 2.42 '
73,440 8.37 1 23 i 17 44 73,900 8.39 17.44 2.42 ' 73,000 8 37 1 23 ' "17 44 i 73,000 8.39 17.44 2.42 ! 73,000 I 8.37 l 123 ; 17 44 73,030 8.39 17.44 2.42 73,020 i 8.37 ' 1 23 i 17 44 73,000 8.39 17.44 2.42 , , 73,800 8.38 1.23 17 44 73,740 8.39 17.44 2.42 i 73,740 8.38 1.23 17.44 73,800 8.39 17.45 2.42 73,800 3 8.38 1.23 17.45 1 73,000 8.39 17.45 2.42 73,800 1 6.38 1.23 17.45 l 73,930 8.39 17.45 2.42 73,920 8 38 1.23 17.45 73,000 8.39 17.45 2.42 73,900 8.38 1.23 17.45 74,040 8.39 17.45 2.42 74,040 8.38 1.23 17.45 74,100 8.39 17.45 2.42 l 74,100 t 8.38 1.23 17.45 74,100 8.39 17.45 2.42 74,100 ! 8.38 123 6 17 45 74,230 8.39 17.45 2.42 74,220 8.38 1.23 17.45 74,300 8.39 17.45 2.42 74,280 8.38 1.23 17.45 74,340 8.39 17.45 2.42 74,340 8.38 1.23 17.45 l 74,400 8.39 17.45 2.42 74,400 8.38 123 i 17.45 74,400 8.39 17.45 2.42 74,480 8.38 123 17.45 74,830 8.39 17.45 2.42 74,520 8.38 1.23 17.45 74,000 8 39 17.45 2.42 74,580 8.38 124 17.45 74,040 8.39 17.45 2.42 74,840 8.38 1.24 17.45 74,700 8.39 17.45 2.42 74,700 8.38 124 17.45
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{). 75,120 75,100 8.40 8.40 17.45 17.45 2.42 2.42 75,120 75,100 4.38 838 1.24 17.45 1.24 17.45
', 75,240 8.40 17.45 2.42 75,240 8AB 1.24 17.45
- 75,300 8.40 17.45 2.42 75,300 8.*,11 124 17.45 75,300 8.40 17.46 2.42 75,300 8.38 1.24 17.46 75,420 8.40 17.46 2.42 75,420 8.38 1.24 17.46 75,400 8.40 17.46 2.42 75,400 8.38 124 17.46 75,540 8.40 17.46 2.42 75,640 8.38 1.24 17.46 75,000 8.40 17.46 2.42 75,8100 8.38 124 17.46 75,000 8.40 17.46 2.42 75,600 8.38 124 17.46 75,720 8.40 17.46 2.42 75.720 8.38 124 17.46 75,700 8.40 17.46 2.43 75,700 8.39 124 17.46 75,840 8.40 17.46 2.43 75,840 8.39 1 24 17.46 75,000 8.40 17.46 2.43 75,900 8.39 75,000 8.40 1 24 I 17.46 ~
17.46 2.43 75,000 8 39 1 24 17.46 76,020 8.40 17.46 2.43 78,020 8.39 1.24 ; 17.46 76,000 8.41 17.46 2.43 78,000 8.39 124 l 17 46 76,140 8.41 17.47 2.43 'l 76,140 8.39 76,200 1 24 ~ 17.47 8.41 17.47 2.43 76.200 8.39 1 24 17.47 76,200 8.41 17.47 2.43 78.200 8.39 1 24 17.47 76,320 8.41 17.47 2.43 74,320 8 40 125 17 47 ;
, 74,300 8.41 17.47 2.43 74,300 8.40 125 17.47 l 76,440 8.41 17.47 2.44 78,440 8.40 1.25 ; 17 47 78,000 8.41 17.47 2.44 78,500 8.40 125 i 17 47 78,000 8.41 17.47 2.44 78,500 8.40
- 1.25 17 47 78,020 8.42 17.48 2.44 78,020 8 40 1 125 17.48 76,000 8.42 17.48 2.44 76,000 8.40 125 17.48 76,740 8.42 17.48 2.44 78,740 8 40 1.25 17.48 78,000 8.42 17.48 2.44 78,000 8.40 125 17.48 76,800 8.42 17.48 2.44 76,000 8.41 1.25 17.48 75,020 8.42 17.48 2.44 78,020 8.41 125 17.48 l 76,000 8.42 17.48 2.44 76,980 B.41 1 26 17.48 77,040 8.42 17.48 2.44 77,040 8 41 1.26 17.48 77,100 8.42 17.49 2.45 77,100 , 8.41 1.26 17.49 77,100 8.42 17.49 2.45 77,100 i 8.41 126 17.49 77.220 8.43 17.49 2.45 I 77,220 ' 8 41 126 17.49
_77,200 8.43 17.49 2.45 i 77,280 i 8 41 126 17 49 77,340 8.43 17.49 2.45 77,340 8 41 126 17 49 77,400 8.43 17.49 2.45 77,400 8 42 1.26 17.49 77,400 l 8.43 17.49 2.45 77,400 8.42 126 17.49 [; 77,820 8.43 17.49 2.45 i T7,520 8.42 1.26 t 17.49 ( 77,500 8.43 17.50 2.45 77,580 8.42 126 17.50
? 77,040 8.43 17.50 2.45 77,640 8.42 126 17.50 77,700 8.43 17.50 2.45 77,700 8.42 1.27 17.50 77,700 8.44 17.50 2.45 77,780 8.42 1.27 17.50 77,820 8.44 17.50 2.45 77,820 8.42 127 17.50 77,800 8.44 17.50 2.45 77,800 8.42 127 17.50
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g 17.50 78,300 8.42 1.27 17.50 ! 78,300 SA4 17.50 2.46 78,300 8.42 127 17.50 78,430 8.44 17.50 2A6 78,430 8A2 1.27 17.50 78,400 SA4 17.50 2.46 78,480 8.42 127 17.50 78,840 8.44 17.50 2A6 78,540 8A2 127 17.50 78,000 8.44 17.50 2.46 78,000 8.43 127 17.50 78,000 8.44 17.50 2.46 78,000 8.43 127 17.50 78,730 8.44 17.50 2.46 78,720 8.43 1.27 17.50 78,780 8.44 17.51 2A6 78,780 8.43 1.27 17.51 78,840 8.44 17.51 2.46 78,840 8.43 1.27 17.51 78,900 8.44 17.51 2.46 78,900 8.43 1.27 17.51 78,900 8.44 17.51 2.46 78,900 8.43 1.27 17.51 79,020 8.44 17.51 2.46 78,030 8.43 127 17.51 70,000 SA4 17.51 2.46 79,000 8A3 127 17.51 79,140 8.44 17.51 2.46 79,140 8.43 127 17.51 79,300 8A4 17.51 2A6 ' 79,300 8.43 1.27 17.51 79,300 8.44 17.51 2.46 79,300 8.43 127 17.51 79.330 8.44 17.51 2A6 79,330 8.43 127 17.51 79,300 844 17.51 2.46 79,300 8.43 1.27 17.51 79,440 8A4 17.51 2.46 79,440 8.43 1.27 17.51 79,500 8.44 17.51 2A6 79,900 8.43 1.27 17.51 79,000 8.44 17.51 2.46 79,900 8.43 1.27 17.51 79,030 8.44 17.51 2A6 79,030 8A3 1.27 17 51 79,000 8.44 17.51 2.46 79,000 8.43 1.27 17.51 5 79,740 8.44 17.51 2A6 79,740 8.43 1.27 17.51 79,000 8.44 17.51 2.46 79,000 843 1.27 17.51 70,000 8.44 17.51 2.46 79,300 8 43 127 17.51 79,830 8.44 17.51 2A6 79,930 843 1.27 17.51 79,000 0.45 17.51 2A6 79,300 843 1.27 17.51~ 00,040 8.45 17.51 2A6 80,040 8.43 127 17.51 80.100 8.45 17.51 2A6 00,100 8.43 127 17.51 00,100 8.45 17.51 2.46 80,100 8A3 1.27 i 17.51 00,230 8.45 17.51 2.46 80,220 8.43 1.27 17.51 80,300 8.45 17.51 2.46 80,280 8.43 1.27 17.51 80,340 8.45 17.52 2.46 80,340 8.43 1.27 17.52 80,400 8.45 17.52 2.46 80,400 8.43 1,27 17.52 r 80,400 8.45 17.52 2.46 80,480 8.43 127 17.52
-' ! 30,530 8.45 17.52 2.46 80,530 8 43 '127 17.52 , I 80,000 8.45 17.52 2A6 80,500 8 43 1.27 17.52 4.I 80,640 8.45 17.52 2.46 80,640 8.43 1.27 17.52 80,700 8.45 17.52 2.46 80,700 8.43 1.27 17.52 pl 80,700 8.45 17.52 2.46 80,700 8.43 127 17.52
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- 17.55 83,100 8.47 17.55 2.47 83,100 8.46 129 17.55 83,220 8.47 17.55 2.48 83.220 8 46 1.29 17.55 83,200 8.47 17.55 2.48 83,200 8 46 1.29 17.55 83,340 8.47 17.55 2.48
- 83,340 8.46 129 17.55 83.400 8.47 17.55 2.48 I 83.400 8.46 129 17.55 83,400 8.48 17.55 2.48 83,480 8.46 129 17.55 83,820 - 8.48 17.55 2.48 83,820 8 46 129 17.55 83,800 8.48 17.55 2.48 83,880 8.46 129 17.55 83,640 8.48 17.55 2.48 83,640 8.46 129 17.55 83.700 8.48 17.55 2.48 83,700
] 83,700 8.48 8.46 1.29 17.55 4 17.55 2.48 83.700 8.46 1.29 17.55 3 83,820 8A8 17.55 2.48 83,820 ' 8.46 129 17.55 83,000 8.40 17.55 2.48 33,000 8 46 ~129 17.55 83,940 8.48 17.55 2.48 43,040 8.46 i29 17.55 84,000 8.48 17.55 2.48 84,000 8A6 129 17.55 j 84,000 8.48 17.55 2.48 84,000 8.46 129 17.55 84,120 8.48 17.55 2.48 84,120
{.4, 8.46 129 17.55 ft 84.180 8.48 17.55 2.48 84,180 8.46 129 17.55 84,240 8.48 17.56 2.48 84.240 f 8.46 129 i 17.56
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, time ' sies) Puse W Pune A Pump 8 time -'sec) PumpB Pump C Pump D s 44,l$8 8A8 17.88 2A8 84,300 8A6 129 17.56 84,308 8A8 17.56 2.48 04,300 8.46 1.29 17.56
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,- 84,400 8A8 17.56 2.48 84,400 8.46 1.29 17.56
; 84,540 8.48 17.58 2.48 84,840 8.46 129 17.56 44,000 SA8 17.56 2.48 84,000 8A6 1.29 17.56 84,000 8.48 17.56 2.48 84,000 8.46 1.29 17.56 84,720 8.48 17.56 2.48 84,720 8.46 129 17.56 84,780 8A8 17.56 2A8 84,780 8A6 129 17.56 l 84,840 8.48 17.56 2.48 84,840 8.46 129 17.56 1 44,000 8.48 17.56 2.48 84,000 8.46 129 17.56 i 84,000 8A8 17.56 2.48 84,000 8.46 129 17.56 85,020 8.48 17.56 2.48 85,020 8.46 1.29 17.56 85,000 8.48 17.56 2.46 85,000 8.46 1.29 17.56 48,140 8.48 17.56 2.47 85,140 8.46 129 17.56 85,200 8.48 17.56 2.47 85,200 8.4S 1.29 17.56 88,200 8.48 17.56 2A7 85,200 8.46 129 17.56 85,320 8.48 17.56 2.47 85,320
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8.46 129 17.56 ' 88,300 8.48 17.56 2.47 88,300 8A6 128 17.56 85,440 8.48 17.56 2.47 85,440 8.46 1.28 17.56 l 85,800 8A8 17.56 2.47 i 85,000 8A6 128 17.56 ; l 88,500 85,020 8A8 8.48 17.56 17.56 2.47 2A7
] SS.500 88.820 8.46 8.46 128 128 17.56 17.56 l
85,000 8.48 17.56 2.47 85,000 8.46 128 17.56 _ I 85,740 8.48 17.56 2.47 88,740 8A6 128 17.56 l 85,000 8.48 17.56 2A7 85,000 8.46 128 17.56 85,000 8.48 17.56 2A7 85,380 8.47 1.28 17.56 85,020 8A8 17.56 2.47 85,020 8.47 129 j 17.56 86,000 8.48 17.56 2.48 85,000 8.47 1.29 17.56 88,040 8.48 17.56 2.48 48,040 8A7 129 17.56 l j 88,100 8.48 17.56 2.48 88,100 8.47 129 17.56 l l Sei,100 8.48 17.56 2.48 08,100 8.47 1.29 17.56 08,220 8.48 17.56 2.48 88,220 8.47 1.29 17.56 88,200 8A8 17.57 2.48 86,200 8A7 1.29 17.57 j 06,340 8.49 17.57 2.48 88,340 8.47 129 17.57 , i 84,400 8.49 17.57 2A8 i 84,400 8A7 1.29 17.57 l 86,400 8.49 17.57 2.48 86,400 8.47 129 17.57 l 86,820 8.49 17.57 2.48 84,520 8.47 1.29 17.57 84,500 8.49 17.57 2 48 , 86,880 8A7 1.29 17.57 I 86,840 8.49 17.57 2.48 86,640 8.48 129 17.57 l l 86,700 8.49 17.57 2.48 i 86,700 8.48 129 e 17.57 , 36,700 8.49 17.57 2.48 i 86,780 8.48 1.29 17.57 I 88,820 8.49 17.57 2.48 86,$20 8.48 1.29 17.57 l' 48,000 8.49 17.57 2.48 86,880 8.48 129 17.57 j l 88,940 8.49 17.58 2.48 86,940 8.48 1.30 17.58 i 87,000 8.49 17.58 2.49 87,000 8.48 1.30 17.58
+ 87,000 8.49 17.58 2.49 87,060 8.48 1.30 17.58 87,120 8.50 17.58 2A9 87,120 8.48 1.30 17.58 87,100 8.50 17.58 2.49 87,180 8.48 1.30 17.58 i, 87,240 8.50 17.58 2.49 87,240 8.48 1.30 17.58
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) 87,400 87,840 8.50 8.50 17.58 17.58 2.49 2.49 87,400 8.49 1.30 17.58 y 87,840 8.49 1.30 17.58 87,000 8.50 17.50 2.49 87,000 8.49
- 1.30 17.59 87,000 8.50 17.50 2.49 87,000 8.49 1.30 17.59 87,720 8.50 17.50 2.49 87,720 8.49 1.30 17.59 87,700 8.50 17.50 2.49 87.700 8.49 1.30 17.59 87,840 8.50 17.50 2.49 87,840 8.49 1.30 17.59 87,900 8.51 17.50 2.49 87,900 8.49 1.30 17.59 87,000 8.51 17.50 2.40 87,900 8.49 1.30 17.59 l 88,020 8.51 17.59 2.49 80,030 8.49 1.30 17.59 88,000 8.51 17.50 2.49 80,000 8.49 1.31 17.59 80.140 8.51 17.50 2.49 88,140 8.49 1.31 17.59 88,300 8.51 17.50 2.50 88,200 8.49 1.31 17.59 88,200 8.51 17.59 2.50 88,200 8.49 1.31 17.59 08,320 8.51 17.59 2.50 88,320 8.49 1.31 1 17.59 88,300 8.51 17.59 2.50 88,300 l 8.50 1.31 88,440 8.51 i_ 17.59 _ !
17.60 2.50 88,440 8.50 1.31 1 17 60 ! 88,800 8.51 17.60 2.50 08,000 8.50 1.31 1 17.60 80,000 8.51 17.00 2.50 88,500 8.50 1.31 17 60 88,820 8.51 17.60 2.50 88,820 8.50 1.31 17.60 80,000 88,740 8.51 8.51 17.80 17.00 2.50 2.50 [ 88,000 88,740 8.50 8.50 1.31 _ 17.60 1.31 17.60 88,000 8.51 17.00 2.50 88,000 8.50 1.31 17.60
, 88A00 8.51 17.80 2.50 88,800 8.50 1.31 17.80 88,930 8.51 17.00 2.50 88.830 8.50 1 31 17.60 88,900 8.51 17.00 2.50 80,000 8 50 1 31 17 60 80,040 8.52 17.00 2.50 49,040 8.50 1.31 17.60 80,100 8.52 17.80 2.50 89,100 8.50 1 31 i 17.60 80,100 8.52 17.00 2.50 49,100 8.50 1 31 1 17.60 80,220 8.52 17.80 2.50 St.220 8.50 1.31 l 17.60 80,200 8.52 17.60 2.50 89,200 ' 8.50 1 31 i 17.60 80,340 8.52 17.61 2.50 89,340 8.50 1.31 '
17.61 49,400 8.52 17.61 2.50 49,400 8.50 , 1.31 ! 17.61 89,400 8.52 17.61 2.50 89,400 8 51 i 1.31 1 17 61 80,830 8.52 17.61 2.50 89,820 8.51 i 1.31 17.61 l 89,800 8.52 17.61 2.50 ! 89.500 8.51 1.3T l 17.61 89,840 8.52 17.61 2.50 89,640 , 8.51 1.31 17.61 89,700 8.52 17.61 2.50 _ 89,700 , 8.51 1.32 17.61 89,780 8.52 17.61 2.51 I ! 89 700 1 8.51 1 32 17.61 89,820 8.52 17.61 2.51 {
- 8750 8 51 1.32 17.61 89,800 B.52 17.61 2.51 5 f.e,880 8.51 1.32 17.61 89,940 8.52 17.61 2.51 89,940 8.51 1.32 17.61 90,000 8.52 17.61 2.51 90,000 8.51 1.32 17.61 90,000 8.52 17.61 2.51 90,000 8.51 1.32 17.61 90,120 8.52 17.61 2.51 90,120 1 8.51 1.32 17.61
_ 90,180 8.52 17.61 2.51 90,180 8.51 1.32 17.61 90,840 8.52 17.61 2.51 90,240 8.51 1.32 17.61 90,300 8.52 17.61 2.51 90,300 8.51 1.32 17.61 e 90,300 8.52 17.61 2.51 90,380 8.51 1.32 17.61 1 90.430 8.52 17.61 2.51 90,420 8.51 1.32 17.61
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' 17.62 2.51 17.62 90,720 90,000 8.51 8.53 17.62 2.51 1.32 17.62 k 90,780 90,720 8.51
# 8.53 17.62 2.51 1.32 17.62 90,840 90,780 8.51 8.53 17.62 2.51 1.32 17.62 90,000 90,840 8.51 8.53 17.62 2.51 1.32 17.62 30,900 90,900 8.51 8.53 17.62 2.51 1.32 91,020 90,900 8.51 17.62 i '
8.53 t 7.62 2.51 1.32 17.62 91,000 8.53 1 91,020 8.51 17.62 2.51 1.32 17.62 M,140 91,080 8.51 ~ j 8.f3 17.62 2.51 1.32 17.62 M,200 8.53 91,140 8.51 1.32 1 17.62 2.51 17.62 91,200 91,200 8 15 I 17.62 2.51 8.51 1.32 17.62 ~ _ M,320 91,200 8.51 8.53 17.62 2.51 1.32 17.62 M ,300 91,320 8 51 ) 8.53 17.62 2.51 1.32 17.62 M,440 91,380 8 52 8.53 17.62 2.51 1.32 17.62 91,800 91,440 8.52 8.53 17.62 2.51 1.32 17 62 91,800 91,500 8.52 8.53 17.62 2.51 1 32 17.62 ~ M,420 91,900 8.52 1 8.53 17.62 2.51 91,420 1 32 . 17.62 91,000 8.53 8.52 l 1 32 l 17 62 17.62 2.51 91,600 91,740 8.53 17.62 2.51 91,740 8.52 i 1.32 i 17 62 M,000 8.53 17.62 8 52 i' 1 32 17.62~ 91,800 8.53 17.62 2.51 2.51
~1 91,000 91,800 8 52 1.32] ~ 17.62 M,020 8.53 8.52 1.32 17.62 __
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,y 93,700 8.56 17.64 2.52 93,7a0 8.53 1.33 17.64 h
93,040 8.55 17.65 2.52 93,840 8.54 1.33 17.65
- i. 93,000 8.55 17.65 2.52 93,900 8.54 1.33 17.65 h 98,000 8.55 17.65 2.52 93,900 8.54 1.33 17.65 94,030 8.55 17.65 2.52 M,020 8.54 1.33 17.65 M,000 8.55 17.65 2.52 M,000 8.54 1.33 17.65 1
l 94,140 8.56 17.65 2.53 M,140 8.54 1.34 17.65 94,200 8.56 17.65 2.53 94,200 8.54 1 1.34 17.65 M,200 8.56 l 17.65 2.53 M,260 8.54 1.34 17.65 l M,320 8.56 17.66 2.53 94,320 8.54 1.34 17.66 94,300 8.56 17.66 2.53 94,300 8.55 1.34 17.66 1,440 8.56 17.66 2.53 94,440 8.55 1.34 17.66 4,500 8.56 17.66 2.53 M,000 8.55 1.34 17.66 84,500 8.56 17.66 2.53 M,000 8.55 1.34 17.66
~94,020 8.56 17.66 2.53 M,820 8.55 1 34 17.66 N,000 8.56 17.88 2.53 M,000 8.55 1 34 17.66 N,740 8.57 17.66 2.53 N,740 8.55 1.34 17.66 94,000 8.57 17.66 2.54 94,800 8.55 1.34 17 66 M,000 8.57 17.67 2.54 94,000 8.55 1.35 94,930 94,000 8.57 8.57 17.67 17.67 2.54 2.54
[ 94,920 94,000 8.55 8.56 1.35 ~ 17 1.35 17.6767 17.67 j 96A40 8.57 17.67 2.54 95,040 8.56 1.35 17.67 98,100 8.57 17.67 2.54 98,190 8 56 1.35 17.67 98,190 8.57 17.67 2.54 95,190 8.56 1.35 17.67
. 96,230 8.57 17.67 2.54 98.220 8.66 1 35 17.67
! 96,200 8.58 17.67 2.54 95,200 8.56 1.35 17.67 98,340 8.58 17.68 2.54 95,340 8.56 1.35 17.68 98,400 8.58 17.88 2.54 98,400 8.56 1.35 17.68 98,400 8.58 17.68 2.54 98,400 B.56 1.35 17.68 98,830 8.58 17.68 2.55 95,520 8.57 1.36 17 68 95,000 8.58 17.68 2.55 95,500 8.57 1.36 17.68 98,840 8.58 17.68 2.55 95,640 8.57 1.36 17.68 96,700 8.58 17.68 2.55 95,700 8.57 1.36 17.68 96,780 8.58 17.68 2.55 95,700 8.57 1.36 17.68 95,820 8.58 17.68 2.55 95.820 8.57 1.36 17.68 95.800 8.59 17.69 2.55 95,000 8.57 1.36 17.69 95,940 8.59 17.69 2.55 95,940 8.57 1.36 17.69 96,000 8.59 17.69 2.55 96,000 8.57 1.36 17.69 96,000 8.59 17.69 2.55 96,000 8.57 1.36 17.69 98,120 8.59 17.69 2.55 98,120 8.57 1.36 17.69
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~2'10 12.86 20.88 21.46 220 12.59 21.17 21.10 220 12.56 20.58 21.16 l 230 12.33 20.90 20.83 230 1229 20.32 20.90 i
240 12.07 20.65 20.58 R40 12.04 20.06 20.64 l 250 11.85 20.43 20.36 250 11 82 19 85 2042 200 11.62 20 ?9 20.13 290 11.59 19 62 20.19 27'J 11.38 19.97 19.90 270 11.35 19.38 19.96
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4.49 4.98 17.24 54,840 4.52 17.24 5.43 S4.840 4.49 4.98 1724 84,000 4.52 17.24 5.43 54,000 4.49 4.98 17.24 84,000 4.52 17.24 5.43 54,800 4.49 4.98 1724 54,730 4.52 17.24 5.43 54,720 4.49 4.98 1724 54,700 4.52 17.24 5.43 S4,780 4.49 4.98 17.24 j S4,840 4.51 17.24 5.43 84,840 4.49 4.98 1724 i S4,000 4.51 1724 5.43 S4,000 4.49 4.98 17.24 l 84,000 4.51 1724 5.43 54,000 4.49 4.98 17.24 SS,020 4.51 17.24 5.43 S5,020 4.49 4.98 17.24 88,000 4.51 17.24 5.42 $5,000 4.49 4.98 17.24 I 56,140 4.51 1724 5.42 55,140 4.49 4.98 17.24 88,300 4.51 17.24 5.42 55,200 4.49 4.98 1724-SS,200 4.51 1724 5.42 55,200 4.49 4.98 17.24 S5,320 4.51 1724 5.42 ; 55,320 4.49 4.98 1724 55,300 4.51 17.24 5.42 55,380 4.49 4.98 1724 58,440 4.51 1724 5.42 55.440 4.49 4.98 17.24 55,800 4.51 17.24 5.42 55,500 4.49 L 4.98 17.24 SS,800 4.51 17.24 5.42 55,560 4.49 4.98 17.24 [ 55,820 4.51 17.24 5.42 55,820 4.49 4.98 1724
, SS,000 4.51 17.24 5.42 55,000 4.49 4 98 17.24 fy SS,740 4.51 17.24 5.42 S5,740 4.49 4.98 17.24 T 55,800 4.51 1724 5.42 55,800 4.49 4.98 17.24
$ SS,000 4.51 17.24 5.42 55,860 i 4.49 4.98 17.24 SS,000 4.51 1724 5.42 55,920 4.49 4.98 17.24 58,000 4.51 17.24 5.42 55,880 4.49 4.98 1724 80,040 4.51 1724 5.42 58,040 4.49 4.98 1724
%' St.100 4.51 1724 5.42 56,100 4.49 4.98 k 84,100 4.51 17.24 5.42 1724~
56,160 4.49 4.98 17.24 V W p. _ n .~ w
l OMelon1 DMelon 2 ; CS RHR' CS RHR ' IlmeM PumpA PumpA Paune 3 time : soc) Pumps Pump C Pump D M,3N 4.51 17.24 5.42 anoen 4,4g 4.gg 1724 88,M0 4.51 17.24 5.42 aa *aa 4.49 4.98 17.24 08,340 4.51 17.24 5.42 86,340 4.49 4.98 17.24 54,400 4.51 17.24 5.42 $8,400 4.49 4.98 17.24 08,400 4.51 17.24 5.42 58,400 4.49 4.98 1724 M,830 4.51 17.24 5.42 58,830 4.49 4.98 1724 68,800 4.51 17.24 5.42 58,500 4.49 4.98 1724 88,840 4.51 17.24 5.42 58,840 4.49 4.98 17.24 84,700 4.51 17.24 5.43 56,700 4.49 4.98 1724 SS,700 4.51 17.24 5.43 58,700 4.49 4.98 1724 98,030 4.51 17.24 5.43 98,830 4.49 4.98 17.24 SS,800 4.51 17.25 5.43 58,000 4.49 4.98 1725 88,040 4.51 17.25 5.43 58,940 4.49 4.98 17.25 57,000 4.52 17.25 5.43 57,000 4.43 4.99 17.25 57,000 4.52 17.25 5.43 57,000 4.49 4.99 17.25 57,130 4.52 17.25 5.43 57,120 4.49 4.99 57,100 4.52 17.25 17.25-5.43 57,100 4.50 4.99 57,340 17.25~ 4.52 1725 5.43 57,340 4.50 4.99 17.25
$7,300 4.52 17.25 5.43 57,300 4.50 4.99 57,300 4.52 17.25 5.43 1725]
57.300 4.50 4.99 17.25 57,430 4.52 17.25 5.43 57,430 4.50 4.99 17 25'
~
57,400 4.52 17.26 5.44 i f7_7,400 4.50 4.99 17 26 57,540 4.52 17.26 5.44 $7,540 4.50 4.99 17.26 87,000 4.52 17.26 5.44 57,000 4.50 4.99 17.26
, 57,000 4.52 17.26 5.44 57,000 4.50 4.99 1726 57,730 4.52 17.26 5.44 57,730 4.50 4.99 17.26 57,700 4.52 1726 5.44 57,700 4.50 5 00 17.26 57,840 4.53 17.26 5.44 57,840 4.50 i 5.00 1726 57,000 4.53 17.26 5.44 57,900 4.50 5.00 1726 57,000 4.53 17.26 5.44 57,900 4.50 5.00 1726 58,030 4.53 17.26 5.44 58,030 4.50 5.00 1726 58,000 4.53 17.27 5.44 54,000 4 51 5 00 1727 88,140 4.53 1727 5.44 SS.140 4.51 5.00 17.27 SS,300 4.53 17.27 5.45 58,200 4.51 5.00 17.27 98,200 4.53 17.27 5.45 58,200 4.51 5.00 1727 88,330 4.53 17.27 5.45 58,320 4.51 5.00 17.27 58,300 4.53 17.27 5.45 58,300 4.51 5.00 ~Y2T-1 St.440 4.53 17.27 5.45 58,440 4.51 5.00 17.27 l 88,800 4.53 17.27 5.45 58,500 4.51 5.00 1727 88,500 !
4.53 1727 5.45 58,500 4 51 5.01 17.27 i 98,830 4.53 17.27 5.45 58,420 4.51 5.01 17.27 I SS,000 4.54 17.27 5.45 58,800 4.51 5.01 1727 88,740 4.54 17.28 5.45 58,740 4.51 5.01 17.28
$8,000 4.54 1728 5.45 58,800 4.51 5.01 17.28
$4,000 4.54 17.28 5.45 58,800 4.51 5.01 17.28 SS,930 4.54 17.28 5.45 58,920 4.52 5.01 17.28
~
SS,000 4.54 17.28 5.46 58.900 4.52 5.01 17.28 SS,040 4.54 17.28 5.46 59,040 4.52 5.01 17.28 98,100 4.54 1728 5.46 59,100 4.52 5.01 17.28 00,100 4.64 17.28 5.46 59,160 4.52 5.01 17.28 99,330 4.54 1728 5.46 59,220 4.52 5.01 17.28 , 90.300 4.54 1728 5.46 59,280 4.52 5.01 1728 h ho . .- M .
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.' Aendiment D Paes 25 of 38 DMelon 1 DMekm 2 CS RHR CS RHR thne (sec) Pump A Pump A PumpB time (sec) PumpB Pump C Pump D 00,340 4.54 1728 5.46 99,340 4.52 5.02 17.28 50,400 4.54 17.29 5.46 80,400 4.52 5.02 17.29 00,400 4.54 17.29 5.46 80,400 4.52 5.02 17.29 80,820 4.54 17.29 5.46 80,820 4.52 5.02 1729 98,500 4.55 17.29 5.46 SS,800 4.52 5.02 17.29 N,440 4.55 17.29 5.46 80,040 4.52 5.02 1729 80,700 4.55 17.29 5.46 50,700 4.52 5.02 1729 98,700 4.55 17.29 5.47 50,700 4.52 5.02 17.29 80,820 4.55 17.29 5.47 50,820 4.53 5.02 1729 80,000 4.55 1729 5.47 50,000 4.53 5.02 1729 80,040 4.55 1729 5.47 88.940 4.53 5.02 17.29 00,000 4.55 17.30 5.47 00,000 4.53 5.02 17.30 80,000 4.55 17.30 5.47 00,000 4.53 1 5.03 17.30 90,120 4.55 17.30 5.47 60,120 4.53 i 5.03 17.30 90,100 4.55 17.30 5.47 00,100 l
4.53 5.03 17.30 i 80.240 4.55 17.30 5.47 00,240 i 4.53 5 03 17.30 ~ 00,300 4.55 17.30 5.47 ' 00,300 4.53 5 03 17.30 , 90.300 4.55 17.30 5.47 80,300 4.53 . 5.03 17 30 _ 90,420 4.55 17.30 5.47 00,420 4.53 5.03 17.30 _ 00,400 4.56 17.30 5.47 00,480 i 4.53 I 5.03 17.30 00,540 4.56 17.30 5.48 60.540 4 53 i 5.03 17.30 [ 90,000 4.56 17.30 5.48 60 000 4 53 ! 5.03 17.30 80,000 4.56 17.31 5 44 60 1'10 i 4 53 5.03 17.3 I 80,720 4.56 17.31 5.48 00,720 l 4.54 5.03 17.31 00,700 4.56 17.31 5.48 . 80,700 i 4 54 5.03 17.31 00,840 4.56 17.31 5.48 00,840 i 4.54 5.04 17.31 00,900 4.56 17.31 5.48 60,900 ! 4 54 5 04 17.31 00.000 4.56 17.31 5.48 60,900 i 4.54 i 5.04 17.31 81,020 4.56 17.31 5 48 ' 81,020 4.54 ; 5.04 17.31 81,000 4.56 17.31 5.48 61,000 4.54 1 5.04 17 31 41,140 4.56 17.31 5.48 61,140 4.54 5.04 17.31 41,200 4.56 17.31 5.48 61,200 4 54 5.04 17.31 81,200 4.56 17.32 5.49 61,200 4.54 5.04 17.32 61,320 4.57 17.32 5 49 61,320 4.54 5.04 17.32 81,300 4.57 17.32 5 49 61,380 4.54 5.04 17.32 61,440 4.57 17.32 5.49 41,440 4.54 . 5.04 17.32 61,500 4.57 17.32 5.49 61,500 4 54 5.04 17.32 61,500 4.57 17.32 - 5.49 61,560 l 4.55 6 5.04 i 17.32 61,820 4.57 17.32 5.49 61,620 t 4 55 . 5.05 ! 17.32 61,000 4.57 17.32 5.49 ' 61,880 4.55 5.05 17.32 , 81,740 4.57 17.32 5.49 61,740 4.55 5.05 17.32 41,800 4.57 17.32 5 49 61,800 4.55 5.05 17 32 41,000 4.57 17.32 5.49 61,860 4.55 5.05 17.32 61,920 4.57 17.33 5.49 61,920 4.55 5 05 17.33 61,900 4.57 17.33 5.49 61,980 4.55 5.05 17.33 82,040 4.57 17.33 5.50 62,040 4.55 5.05 17.33 62,100 4.57 17.33 5.50 62,100 4.55 5.05 17.33 82,100 4.57 17.33 5.50 82,160 4.55 5.05 17.33 82,220 4.58 17.33 5.50 62,220 4.55 5.05 17.33 82,300 4.58 17.33 5.50 62,200 4.55 5.05 17.33 42,340 4.58 17.33 5.50 82,340 4.55 5.05 17.33 42,400 4.58 17.33 5.50 62,400 4 55 5.06 17.33 am,....,_..,..... ,, . , . .
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EWileNmi Division 2 C8< G CS RHR timeLeec) Pump A Pump A PumpB time (sec) P=B Pump C Pump D GR/ W 4.58 17.33 5.50 82.400- 4.56 5.06 17.33 82,520 4.58 17.34 5.50 82,520 4.56 5.06 82,600 4.58 17.34 ~' 17.34 5.50 82,000 4.56 5.06 17.34
$2,440 4.58 17.34 5.50 82,640 4.56 5.06 17.34 82,700 4.58 17.34 5.50 82,700 4.56 5.06 1734 82,700 4.58 17.34 5.50 82,700 4.56 5.06 17.34 82,820 4.58 17.34 5.51 82,420 4.56 5.06 17.34 02.800 4.58 17.34 5.51 82.800 4.56 5.06 17.34 82,840 4.58 17.34 5.51 82,940 4.56 5.06 17.34 63,000 4.58 17.34 5.51 83,000 4.56 5.06 17.34 63,000 4.59 17.34 5.51 63.000 4.56 5.06 17.34 83,120 4.59 17.34 5.51 83,120 4.56 5.06 17.34 83,100 4.59 17.35 5.51 83,180 4 56 5.07 17.35 83,240 4.59 17.35 5.51 83,240 4.56 5.07 17.35 83,300 4.59 17.35 5.51 83,300 4.57 5.07 17.35 63,300 4.59 17.35 5.51 83,360 4.57 5.07 17.35 63,420 4.59 17.35 5.51 83,420 4.57 5.07 17.35 83,480 4.59 17.35 5.51 83,480 4.57 5 07 17.35 83,540 4.59 17.35 5.52 83,540 4.57 5.07 17.35 83,000 4.59 17.35 5.52 83,600 4.57 5 07 17.35 83,600 4.59 17.35 5.52 83,000 4 57 5.07 17.35 83,720 4.59 17.35 5.52 673 f20 4.57 5.07 17.35 83,780 4.59 1736 5.52 NJS3 4.57 5.07 17.36 83,840 4.59 17.36 5.52 83,840 4.57 5.07 1736 83,900 4.59 17.36 5.52 83,900 4.57 5 08 17.36 43,900 4.60 17.36 5.52 63,900 4.57 5.08 17.36 64,020 4.60 17.36 5.52 44,020 4.57 5 08 17.36 M,000 4.60 17.36 5.52 M,000 4.57 5 08 17.36 84,140 4.60 17.36 5.52 44,140 4.58 5 08 17.36 64,200 4.60 17.36 5.53 _ 44,200 4.58 5.08 1735 M,200 4.60 17.37 5.53 , 44,260 4.58 5.08 17.37 64,320 4.60 17.37 5.53 4 44,320 4.58 5.08 17.37
~
64,300 4.60 17.37 5.53 84,300 4.58 5.09 17.37 64,440 4.61 17.37 5.53 64,440 4.58 5.09 17.37 94,500 4.61 17.37 5.53 44,500 4.58 5.09 17.37 M,580 4.61 17.37 5.53 44,560 4.59 5.09 17.37 44,620 4.61 17.38 5.54 44,620 l 4.59 5.09 17.38 64,680 4.61 17.38 5.54 64,680 4.59 5 09 17.38 M,740 4.61 17.38 5.54 64,740 4 59 5.09 l 17.38 64,800 4.61 17.38 5.54 44,800 4.59 5 09 17.38 M,000 4.61 17.38 5.54 44,860 4.59 5.09 17.38 64,920 4.61 17.38 5.54 64,920 4.59 5.10 17.38 64,900 4.61 17.38 5.54 64,980 4.59 5.10 17.38 48,040 4.61 17.38 5.54 65,040 4 59 5.10 17.38 88,100 4.62 17.38 5.54 65,100 4.59 5.10 17.38 88,100 4.62 17.38 5.54 65,160 4.59 5.10 17.38
$$,220 4.62 17.39 5.54 65,220 4 59 5.10 17.39 48,280 4.62 17.39 5.54 65,280 4 59 5.10 17.39 86,340 4.62 1739 5.55 65,340 4.60 5.10 17.39 48,400 4.62 17.39 5.55 65,400 4.60 5.10 17.39 L. 48,400 4.62 17.39 5.55 65,460 4.60 5.10 17.39 4 88,820 4.62 l 17.39 5.55 l 65,520 . 4 60 5.10 17.39 W
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{ ${ig7 TJ If.5 -D Page 27 of 38 D M elon 1 OMelon 2 CS HHR CS timeLees) Pump A RHR PumpA Pump 8 time (sec) Pump 8 Pump C 48,130 Pump D 4.82 17.30 5.55 e6,500 4.60 08,840 5.10 17.39 4.62 17.39 5.55 45,440 4.60 5.10 17.33 88,790 4.62 17.39 5.55 86,700 4.60 5.11 17.39 08,700 4.62 17.39 5.55 45,700 4.60 5.11
".*** 4.62 17.30 5.55 85,820 4.60 5.11 17.39 17.39 88,800 4.62 17.40 5.55 85,800 4.60 5.11 17.40 96,940 4.62 17.40 5.55 65,940 4.60 5.11 17.40 98,000 4.62 17.40 5.55 06,000 4.60 5.11 17.40 88,000 4.62 17.40 5.55 es,000 4.60 5.11 17.40 84,120 4.62 17.40 5.55 08,130 4.60 5.11 17.40 04,180 4.62 17.40 5.55 08,180 4.60 5.11 17.40 84,240 4.63 17.40 5.55 64,240 4.60 5.11 17.40 68,300 4.63 17.40 5.55 88,300 4.60 5.11 17.40 66,300 4.63 17.40 5.55 es,360 4 60 5.11 17.40 04,420 4.63 17.40 5.55 66,420 4.60 5.11 17.40 08,400 4.63 17.40 5.56 45,480 4 60 5.11 17.40 ~
98,540 4.63 17.40 5.56 86,540 4.60 , 5.11 + 17.40 ~ 08,000 4.63 17.40 5.56 i 68,800 4 60 i 5.11 ! 17 40 ~ 06,000 4.63 06,720 17.40 5.56 i 68,880 4.60 i 5.11 17.40 ~ 4.63 17.40 5.56 t $6,720 08,780 4 60 I 5 11 , 17 40 [ 4.63 17.40 5.56 i 66,780 68,840 4.63 17.40 4.60 , 5 11 i 17.40 5.56 ! 6I>,840 4.60 i 5.11 17.4 I 06,900 4.63 17.40 5.56 88,900 E9J0 4.60 5.11 17.40 4.63 17.40 5.56 es,000 4.60 5.11 17.40 67,020 4.63 17.40 5.56
' 67,020 4.60 5.11 17.40 87,000 4.63 17.40 5.56 67,000 4.60 5 11 1740 87,140 4.63 17.40 5.56 67,140 4.60 5 11 ,
17 40 87,200 4.63 17.40 5.56 47,200 4 60 5.11 _ 87,200 4.63 17.41 1 17.40 , 5.56 47.200 4.60 5 11 r 17 41 87,320 4.63 17.41 5.56 67,320 4.60 5.11 ! 1741 87,300 4.63 17.41 5.56 47,380 4.60 5 11 17 41 87,440 4.63 17.41 5.56 i 47,440 4 60 5.11 i 17.41 87,900 4.63 17.41 5.56 ' 67,500 4.60 1 5.11 17.41 87,500 4.63 17.41 5.56 i 87,500 4 61 5 11 17 41 67,820 4.63 17.41 5.56 , 47,620 4 61 1 5.11 17.41 67,000 4.63 17.41 5.56 ' 67,680 4 61 ; 5.11 17.41 67.740 4.63 17.41 5.56 i 47,740 87.000 4.63 4 61 I 5 11 1 17.41 17.41 5.56 # 67,800 4 61 ' 67,800 5 12 17 41 4.63 17.41 5.56 67,840 4.61 5.12 ' 17.41 67,920 4.63 17.41 5.56 67,920 4 61 5 12 . 17.41 67,900 4.63 17.41 5.56 08,040 4.63
. 67,980 1 4 61 5.12 i 17.41 17.41 5.56 ! 68,040 4.61 '
48,100 5.12 17.41 4.63 17.41 5.56 68,100 4 61 5.12 i 17.41 88.100 4.63 17.41 5.56 68,160 4.61 5.12 ' 17.41 88,220 4.63 17.41 5.56 68,220 4.61 5.12 17.41 08,200 4.63 17.41 5.56 88.280 4.61 5.12 17.41 88,340 4.63 17.41 5.56 64,340 4.61 5.12 17.41 04,400 4.63 17.41 5.56 68,400 4.61 5.12 17.41 80,400 4.63 17.41 5.56 68,460 4.61 5.12 17.41 W,830 4.63 17.41 5.56 68,520 4.61 5.12 17.41 48,800 4.63 17.41 5.56 68,580 4.61 5.12 17.41 08,840 4.63 17.41 5.56 68,640 4.61 5.12 17.41
I W i Q$3 . Page 28 of 38 l DMelon 1 DMelon 2 i ! C8 em CS RHR I .ame isect Pump A Pump A Pumps time (sec) PumpB Pump C Pump D 00,"00 4A3 17.41 6.56 m,700 4.61 5.12 17A1 98,700 4.63 17.41 5.56 00,700 4.61 5.12 17.41 l as men 4.63 17A2 5.56 00,020 4.61 5.12 17.42 M,000 4.63 17.42 5.56 00,000 4.61 5.12 17A2 00,040 4.63 17.42 5.56 00,040 4.61 5.12 17A2 ! 00,000 4 63 17A2 5.56 00,000 4.61 5.12 17.42 00,000 4.63 17.42 5.56 00,000 4.61 5.12 17.42 W,120 4.63 17.42 5.56 00,120 4.61 5.12 17A2 l 00,100 4.63 17.42 5.57 00,100 4.61 5.12 17A2 00,240 4.63 17.42 5.57 00,240 4.61 5.12 17.42 00,300 4.63 17.42 5.57 00,300 4.61 5.12 17.42 00,300 4.63 17.42 5.57 00,300 4.61 5.12 17A2 00,420 4.63 17A2 5.57 00,420 4.61 5.12 17.42 00,400 4.63 17A2 5.57 00,400 4.61 5.12 17 42 00,040 4 63 17.42 5.57 00,540 ' 4.61 5.12 17.42 00,000 4.63 17.42 5.57 00.000 4 61 5.12 i 17.42 00,000 4.63 17A2 5.57 00,000 4.61 5.12 ! 17.42 00,720 4.63 17A2 5.57 00,720 4.61 5 12 17 42 410,700 4.63 17.42 5.57 00,700 4.61 5 12 17.4F 00,840 4.63 17.42 l 5.57 00.040 4.61 5.12 17.4 I > m,000 4.63 17.42 5.57 00,000 4.61 5.12 17.4F
~
90,000 4.63 17A2 5.57 ~00,000 4.61 5.12 17A2
~
17.42 5.57 T0,020 4.61 5.12 17 42 70,020 4.63 70,000 4.63 17.42 5.57 70,000 4.61 5.12 17.42 70,140 17A2 5.57 70,140 4.61 5.12 17A2 4.63 70,200 4.63 17A2 5.57 70,200 4.61 5.12 17A2 70,200 4.63 17.42 5.56 70,200 4.61 5.12 17.42 70,320 4.63 17A2 5.56 70.320 4.61 i 5.12 17.42 70,300 4.61 ' 5.12 17.42 70,300 4.63 17A2 5.56 70,440 17.42 5.56 70,440 4.61 5.12 17A2 4.63 70,000 4.63 17.42 5.56 70,500 4.60 5.12 17.42 70,000 4.63 17.42 5.56 70.500 4.60 5.12 17.42 5 56 70,020 4.60 5.12 17 42 70,020 4.63 17.42 70,000 4.63 17A2 5.56 70,000 4.60 5 12 17.42 70,740 4.63 17A2 5.56 70,740 4.60 5.12 17A2 70,000 4.63 17 42 5.56 70,000 4.60 i 5 12 i 17.42 70,000 4.62 17.42 5.56 i 70,000 ' 4.60 ! 5.12 ; 17 42 70,020 4.62 17.42 5.56 , 70,020 4 60 i 5.12 17 42 70,000 4.62 17A2 5.56 i 70,000 4.60 i 5.12 i 17 42 71,040 4.62 17A2 5.56 71,040 4.60 5.11 ' 17A2 17A2 5.56 71.100 4.60 5.11 'i 7 A2 71,100 4.62 17A2 71,100 4.60 5.11 17 42 71,100' 4.62 5.56 71,220 4.62 17A2 5.56 71,220 4.60 5.11 17A2 5.56 71.200 4.60 5.11 17.42 71,200 4.62 17A2 5.56 71,340 4.60 5.11 17.42 71,340 4.62 17A2 5.56 71,400 4.60 5.11 17.42 71,400 4.62 17A2 71,460 4.60 5.11 17 42 71,400 4.62 17A2 5.56 5.56 71,520 4.60 5.11 17.42 71,020 4.62 17.42 4.62 5.56 71,500 4.60 5.11 17A2 71,000 17.42 5.56 71,640 4.60 5.11 17.41 71,040 4.62 17.41 5.56 71,700 4.59 5.11 17.41 71,700 4.62 17.41 71,760 4.59 5.11 l 71,700 4.62 17.41 5.56 17.41 [ u .. -
l
.; Okielen1 DMelon 2 CS ' RB5t CS RHR Gme(seel PumpA' Pungp A Pasap B time (sec) Pimap 8 Pump C Pump D 71A30 4.82 17.41 5.00 71,0a0 4.5e 5.11 17.41 71 M O 4.62 17.42 5.56 71,000 4.59 5.11 17.42 71,040 4.62 17.42 5.56 71,040 4.60 5.11 17.42 72,000 4.02 17.42 5.56 72,000 4.60 5.11 17.42 i 72,000 4.62 17.42 5.56 72,000 4.60 5.11 17.42 72,120 4.62 17.42 5.56 72.120 4.60 5.11 17.42 72.100 4.82 17.42 5.56 72,100 4.60 5.11 17.42 7' "
4.62 17.42 5.56 72,240 4.60 5.12 17.42 72,300 4.62 17.42 5.56 72,300 4.60 5.12 17.42 1 72,300 4.82 17.42 5.56 72,300 4.60 5.12 17.42 72,420 4.62 17.42 5.56 72,420 4.60 5.12 17.42 72,400 4.62 17.42 5.56 72,400 l 4.60 5.12 17.42 l l 72,040 4.62 17.43 5.56 72,540 4.60 5.12 17.43 72,000 4 63 17.43 5.56 72,000 4.60 5.12 17.43 72,000 4.63 17.43 5.57 72,000 4.60 5.12 17.43 72,730 4.63 17.43 5.57 72,720 4 60 5.12 17.43 72,700 4.63 17.43 5.57 72,700 , 4.60 5.12 . 17.43 l 72,040 4.63 17.43 5.57 ) 72,000 72.040 1 4.61 5.12 1 17.4 I ) 4.63 17.43 5.57 72,000 72,000 4.63 4.61 5.12 17A I ' 17.43 5.57 72,000 4.61 5.12 ; t 7.4I 73,020 4.63 17.43 5.57 73,030 4.61 5.13 17A3 73,000 4.63 17.43 5.57 ] 3,000 4.61 5.13 17.43 73,140 4.63 17.44 5.57 t 72.140 4 61 5 13 17.44 73,300 4.63 17.44 5.57 I 73,200 4.61 5.13 17.44 l 73,200 4.63 17.44 5.57
' I 73.200 4 61 5.13 17.44 l 73,320 4.63 17.44 5.57 1 73,320 73,300 4.63 4.61 5.13 ! 17 44 17.44 5.57 73,300 < 4 61 5.13 17.44 73,440 4.63 17.44 5.58 73,440 7* "
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. 4.63 17.44 5.58 73,000 4.61 5.13 17.44 73,000 4.64 17.44 5.58 73,000 4.61 5.13 17.44 l 73,020 4.64 17.44 5.58 73,020 4 61 5.13 17.44 73,000 4.64 17.44 5.58 73,000 4 61 5.13 17.44
! 73,740 4.64 17.44 5.58 73,740 4.61 5.13 17.44 l 73,000 4.64 17.45 5.58 73,000 4 62 5.13 17AS l 73,000 4.64 17.45 5.56 73,000 4.62 5.13 1745 ! 73,020 4.64 17.45 5.58 73,020 4 62 5 14 17.45 ! 73,000 4.64 17.45 5.58 73,000 ! 4 62 5.14 17.45 ! 74,040 4.64 17.45 5.58 74,040 i 4.62 ! 5.14 17.45 74,100 4.64 17.45 5.58 74.100 { 4 62 5.14 17.45 74,100 4.64 17.45 5.58 74,100 i 4 62 5.14 17.45 74,220 4.64 17.45 5.58 74,220 ' 4.62 5.14 17.45 74,200 4.64 17.45 5.58 74,200 4.62 5.14 17.45 74,340 4.64 17.45 5.58 74,340 4.62 5.14 17.45 74,400 4.64 17.45 5.58 74,400 4.ti2 5.14 17.45 74,400 4.64 17.45 5.58 74,400 4.62 5.14 17.45 74,020 4.64 17.45 5.58 74,520 4.62 5.14 17.45 74,000 4.64 17.45 5.58 74,500 4.62 5.14 17.45 74,040 4.64 17.45 5.58 74,640 4.62 5.14 17.45 74,700 4.64 17.45 5.58 74,700 4.62 5.14 17.45 74,700 4.64 17.45 5.58 74,700 4.62 5.14 17.45 74,030 4.64 17.45 5.58 74,020 4.62 5.14 17.45 74,000 4.64 17.45 5.58 74,080 4.62 5.14 17.45 C -. . .
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, 78,300 4.65 17.47 5.00 78,300 4 63 ' 5.15 17 47 78,440 4.65 17.47 5.60 78,440 4.63 '
515 78,000 17.47~ 4.65 17.47 5.00 76,000 4.63 5 15 17 47 78,000 4.65 17.47 5.60 78,500 4.63 ; 5 16 ! 17 47 74,020 4.66 17.48 5.60 74,820 4 63 1 5 16 17 48 78,000 4.66 17.48 5.60 78,000 4.63 j 5.16 17 48 78,740 4.66 17.48 5.60 76,740 4.63 i 5.16 t 17 48 74,000 4.66 17.46 5.61 i 78,000 4 64 5 16 1748 78,000 4.66 17.48 5.61 78,000 4 64 5.16 17.48 78,030 4.66 17.48 5.61 76,920 4 64 5.16 17.48 76,900 4.66 17.48 5.61 78,900 4 64 5.16 17.48 77,040 4.66 17.48 5.61 77,040 4 64 5.16 17 48 77,100 4.66 17 49 5.61 77,100 1 4 64 i 5.17 17.49 77.100 4.66 17.49 5.61 77,160 a 4 64 i 5 17 17 49 77,220 4.67 17.49 5 61 77,220 ' 4 64 i 5.17 17.49 77,200 4.67 17.49 5 61 . 77,200 4 64 ' 5.17 17.49 ~ 77,340 4.67 17.49 5.61 77,340 4 64 5.17 i 17.49 77,400 4.67 17.49 5.62 77,400 l 4.65 5.17 1 17.49 77,400 4.67 17.49 5.62 77,400 j 4.65 5 17 17.49 4 77,030 4.67 17.49 5.62 77,520 4.65 5.17 , 17.49 i 77,800 4.67 17.50 5.62 77,500 4.65 5.17 5 17.50 77,840 4.67 17.50 5.62 77,440 4.65 5.17 17.50 , 77,700 4.67 17.50 5.62 77,700 4.65 5.18 17.50 l 77,700 4.67 17.50 5.62 77,700 4.65 5.18 17.50 77,020 4.67 17.50 5.62 77,820 4.65 5.18 17.50 I 77,000 4.67 17.50 5.62 77,000 4.65 5.18 17.50 77,040 4.67 17.50 5.62 77,940 4.65 5.18 17.50 78,000 4.67 17.50 5.62 70,000 4.65 5.18 17.50 l IIP.l. i . __ . I L . a._ . nJe, 3 nu , # _
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c8- Nat cs met Mme(Sec) Pump A PumpA Pump 8 mme(sec) PumpB Pump C Pump D _4N0 4.87 17.50 6A2 78,000 4.65 5.18 17.50 78,130 4.67 17.50 6.62 78,120 4.65 5.18 17.50 78,100 4.67 17.50 5.62 78,100 4.65 5.18 17.50 78,340 4.67 17.50 5.82 78,240 4.65 5.18 17.50 78,300 4.67 17.50 5.62 78,300 4.65 5.18 17.50 78,300 4.67 17.50 5.62 78,300 4.65 5.18 17.50 78,430 4.67 17.50 5.62 78,420 4.05 5.18 17.50 78,400 4.67 17.50 5.62 78,400 4.65 5.18 17.50 78,540 4.67 17.50 5.62 78,540 4.65 5.18 17.50 78,000 4.67 17.50 5.62 78,000 4.65 5.18 17.50 78,8m 4.67 17.50 5.62 78,000 4.65 5.18 17.50 78,720 4.67 17.50 5.63 78,720 4.65 5.18 17.50 78,700 4.68 17.51 5.63 78,700 t 4.65 5.18 17.51 78,840 4.68 17.51 5.63 78,040 1 4.65 5.18 17.51 78,000 4.68 17.51 5.63 70,000 4.65 5.18 17.51 78,900 4.68 17.51 5.63 78.900 4.65 5.18 17.51 79,030 4.68 17.51 5.63 79,020 4.65 5.18 17.51 79,000 4.68 17.51 5.63 79,000 4.65 5.18 17.51 79,140 4.68 17.51 5.63 79,140 4.65 5.18 17.51~ 79,300 4.68 17.51 5.63 79,200 4.65 5.18 17.51-79,300 4.68 17.51 5.63 ,79.200 4.65 ! 5.18 17.51 79,320 4.68 17.51 5.63 79.320 4.65 5.18 17.51 79,300 4.68 17.51 5.63 79.300 4 65 , 5.18 17.51 79,440 4.68 17.51 5.63 79,440 4 65 5.18 17.51 r 79,000 4.68 17.51 5.63 79,900 4.65 5.18 17.51 79,000 4.68 17.51 5.63 i 79,000 , 4.65 5.18 17.51 79,030 4.68 17,51 5.63 1 79,020 4.65 5.18 17.51 79,NO 4.68 17.51 5.63 79,000 4 65 5.18 17.51 79,740 4.68 17.51 5.63 79,740 4.65 5.18 17.51 79,000 4.68 17.51 5.63 79,000 4.65 5.18 17.51 79,000 4.68 17.51 5.63 79,000 4.65 5.18 17.51 79,920 4.68 17.51 5.63 79,920 4.65 5.18 17.51 79,000 4.68 17.51 5.63 79,900 4.65 5.18 17.51 00,040 4.68 17.51 5.63 00,040 4.65 5.18 17.51 00,100 4.68 17.51 5.63 00,100 4.65 5.18 17.51 80,100 4.68 17.51 5.63 00,100 4.66 5.19 17.51 00,230 4.68 17.51 5.63 00,220 4.66 5.19 17.51 00,200 4.68 17.51 5.63 00,200 4.66 5.19 17.51 00,340 4.68 17.52 5.63 80,340 4.66 5.19 17.52 00,400 4.68 17.52 5.63 00,400 4 66 5.19 17.52 00,400 4.68 17.52 5.63 80,400 4.66 5.19 17.52 00,820 4.68 17.52 5.63 80,520 4.66 5.19 17.52 80,000 4.68 17.52 5.63 80,000 4.66 5.19 17.52 00,040 4.68 17.52 5.63 00,640 4.66 5.19 17.52 00,700 4.68 17.52 5.63 00,700 4.66 5.19 17.52 80,790 4.68 17.52 5.63 00,700 4.66 5.19 17.52 00,0 M 4.68 17.52 5.63 00,820 4.66 5.19 17.52 00,000 4.88 17.52 5.63 00,800 4.66 5.19 17.52 00,940 4.68 17.52 5.63 00,940 , 4.66 5.19 17.52 81,000 4.68 17.52 5.63 81,000 4.66 5.19 17.52 ,. 41,000 4.68 17.52 5.63 81,000 4.66 5.19 17.52 81,130 4 68 17.52 5.63 01,120 4.66 5.19 17.52 ?; f N A .&. :., .,u.. ..w L , .r - .
NEDC y Page 32 of 38
,l OMelon 1 DMehm 2 f CS RHR CS RHR
- uno(sec) Pump A Pimap A PumpB time (sec) PumpB Pump C Pump D M,180 4.68 17.62 5.63 81,100 4.66 5.19 17.52 A 81,340 4.68 17.52 5.63 81,240 4.66 5.19 17.52 81,300 4.68 17.62 5.63 81,300 4.66 5.19 17.52 81,300 4.68 17.52 5.63 81,300 4.66 5.19 17.52 81,430 4.68 17.52 5.63 89,430 4.66 5.19 17.52 81,400 4.66 17.52 5.64 81 / 00 4.66 5.19 17.52 81,840 4.68 17.52 5.64 81.840 4.66 5.19 17.52 81,000 4.66 17.52 5.64 81,000 4.66 5.19 17.52 81,000 4.68 17.52 5.64 81,000 4.66 5.19 17.52 81,720 4.68 17.52 5.64 81,720 4.66 5.19 17.52 81,700 4.68 17.52 5.64 81.700 4.66 5.19 17.52 81,840 4.68 17.53 5.64 81,840 4 66 5.19 17.53 81,900 4.68 17.53 5.64 81,000 4.66 5.19 17.53 81,900 4.68 17.53 5.64 81,000 4.66 5.19 17.53 82,020 4.68 17.53 5.64 82,020 4 4.66 5.19 17.53 82,000 4.68 17.53 5.64 82,000 l 4.66 5.20 17.53 82.140 4.69 17.53 5.64 82.140 i 4 66 5.20 17.53 82,200 4.89 17.53 5.64 82,200 ' 4 66 5.20 17.53 82.200 4.69 17.53 5.64 82,200 i 4.66 5.20 17 53 82,320 4.69 17.53 5.64 42,320 4.66 5 20 17 53 82,300 4.69 17.53 5.64 82,300 4.67 5 20 17 53'~
82,440 4.8G 17.53 5.65 T 82,440 4.67 5.20 1753 82,500 4.69 17.54 5.65 ~C2.500 4.67 5 20 17 54 82,000 4.09 17.54 5.65 82,500 t 4.67 5.20 17.54
< 82,820 4.69 17.54 5.65 82,830 i 4 67 5.20 17.54 82,000 4.09 17.54 5.65 82,000 4.67 5 20 . 17 54 82.740 4.09 17.54 5.65 82.740 4.67 5.20 7 1754 82,800 4.69 17.54 5.65 82.800 4.67 5 20 17 54 82,800 4.69 17.54 5.65 82.800 4.6T 5 20 17.54 82,830 4.69 17.54 5.65 82,820 4.07 5.21 17.54 82,900 4.69 17.54 5.65 82,900 4.67 5.21 17.54 83,040 4.69 17.54 5.65 43,040 4 67 5.21 17.54 83,100 4.70 17.55 5.65 83,100 . 4.67 5.21 17.55 83,100 4.70 17.55 5.65 83.100 t 4.67 5 21 17.55 83,220 4.70 17.55 5.65 83.220 4.67 5.21 , 17.55 43,200 4.70 1 17.55 5.66 . , 83,200 - 4.67 5 21 17.55 83,340 4.70 17.55 5.66 + l 83,340 4.68 ! 5.21 l 17.55 83,400 4.70 17.55 . 5.66 ! i 83,400 4.68 i 5 21 ; 17.55 83,400 4.70 17.55 ! 5.66 ; ' 83,480 . 4.68 i 5 21 i 17.55 83,820 4.70 17.55 ! 5.66 4 i 83,520 4.68 '
5 21 l 17.55 83,800 4.70 17.55 5.66 ! . 83,580 4.68 5.21 17.55 83,840 4.70 17.55 5.66 83,640 4.68 5.21 17.55 83,700 4.70 17.55 5.66 i 43,700 ' 4.68 5.22 17.55 83,700 4.70 17.55 5.66
- 83,780 i 4.68 5.21 17.55 83,030 4.70 17.55 5.66 83,820 . 4.68 5.21 17.55 83,000 4.70 17.55 5.66 83,880 ' 4.68 5.21 17.55 83,940 4.70 17.55 5.66 83,940 4.68 5.21 17.55 84,000 4.70 17.55 5.66 84,000 4.68 5.21 17.55 84,000 4.70 17.55 5.66 84,080 4.68 5.21 17.55 84,130 4.70 17.55 5.66 84,120 4.68 5.21 17.55
_ 84,100 4.70 17.55 5.66 84,180 l 4.68 5.21 17.55 F- 84,340 4.70 17.56 5 66 84,240 i 4.68 5 21 17.56 [ Y.*a sL. ,,.a .
h DMelon1 DMokm 2 CS RHR CS RHR time (sect Pump A Pump A PumpB thnoM PumpB Pump C Pump D 84,300 4.70 17.58- 6.08 MP 4.68 521 17.56 84,300 4.70 17.56 5.06 MM 4.68 5.21 11.56 84,42 4.70 17.56 5.08 44,430 4.68 521 17.56 44,400 4.70 17.56 5.66 84,400 4.68 521 17.56 84,540 4.70 17.56 5.06 84,540 4.68 5.21 17.56 84,000 4.70 17.56 5.06 84,WO 4.68 521 17.56 84,000 4.70 17.56 5.66 84,000 4.68 521 17.56 84,720 4.70 17.56 5.66 84,720 4.68 521 17.56 84,780 4.70 17.56 5.66 84,700 4.68 521 17.56 84,840 4.70 17.56 5.66 84,840 4.68 521 17.56 84,900 4.70 17.56 5.66 84,900 4.68 5.21 17.56 84,900 4.70 17.56 5.66 44,900 4.68 521 17.56 85,030 4.70 17.56 5.66 45,020 4.68 521 17.56 85,000 4.70 17.56 5.66 85,000 4.67 521 17.56 88,140 4.70 17.56 5.66 85.140 4 67 521 1T.56 85,200 4.70 17.56 5.66 88.200 4 67 5.21 17.56 88,200 4.70 17.56 5.66 85,200 4 67 5.21 17.56~ 85.330 4.70 17.56 5.66 45,320 4.67 521 17.5 I SS,300 4.70 17.56 5.66 88,300 4.67 521 88,440 4.70 17.56 5.66 17.56] 85.440 4.67 5.21 17.56~ 85,800 4.70 17.56 5.66 98,800 4.67 5.21 17 56 48,500 4.70 17.56 5.66 I T4,500 4.67 5.21 17.56
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88,830 4.70 17.56 5.66 55,930 4.67 5.21 17.56 88,000 4.70 17.56 5.66 88,600 4.67 5.21 17.56 85,740 4.70 17.56 5.86 85,740 4.67 521 17.56 85,000 4.70 17.56 5.66 85,000 4.67 5.21 17.56 85,000 4.70 17.56 5.86 85,800 4.67 5.21 17.56 88,920 4.70 17.56 5.66 85,830 4.68 521 17.56 86,900 4.70 17.56 5.66 85,900 4.68 522 17.56 M,040 4.70 17.56 5.66 88,040 4.68 5.22 17.56 88,100 4.70 17.56 5.66 06,100 4 68 5.22 17.56 08,100 4.70 17.56 5.66 46,100 4.68 5.22 17.56 88,220 4.70 17.56 5.66 04,220 4.66 522 17 56 88,200 4.70 17.57 5.66 88,200 4 68 5.22 1757 08,340 4.70 17.57 5.67 86,340 4.68 522 17.57 88,400 4.70 17.57 5.67 86,400 4.68 522 - 17.57 88,400 4.70 17.57 5.67 84,400 4.68 522 173 7-86,520 4.70 17.57 5.67 86.520 4.68 522 17.57 88,500 4.70 17.57 5 67 86,500 4.68 522 17.57 86,440 4.71 17.57 5.67 88,640 4 68 522 17.57 84,700 4.71 17.57 5.67 84,700 4.68 522 17.57 84,700 4.71 17.57 5 67 86,700 4.68 522 17.57 88,820 4.71 17.57 5.67 86,820 4.68 523 17.57 88,800 4.71 17.57 5.67 86,800 4.68 523 17.57 86,940 4.71 17.58 5 67 84,840 4.69 523 17.58 87,000 4.71 17.58 5.67 87,000 4.69 5.23 17.58 87,000 4.71 17.58 5.67 87,060 ! 4 69 5.23 17.58 87,120 4.71 17.58 5.67 87,120 4.69 523 17.58 87,180 4.71 17.58 5.68 87,180 4.69 5.23 17.58 87,340 4.71 17.58 5.68 87,240 4.69 523 17.58 87,300 4.71 17.58 5.68 87,300 4.69 523 17.58 87,300 4.71 17.58 5.68 87,360 4.69 5.23 17.58 tt* _ <- _
4 Wee (ses) Pump A Pump A PumpB 6 time Leec) PumpB Pump C Pump D
- h. 87AN 4.71 17.58 6AS 87,dM 4.69 5.23 17.58 87A00 4.71 17.58 5.68 87A00 4.69 5.23 17.58 87,640 4.71 17.58 5.08 87,540 4.69 5.23 17.58
- 87,000 4.72 17.50 5.68 07.000 4.69 523 17.59 87,000 4.72 17.59 5.68 87,000 4.69 5.24 17.59 87,730 4.72 17.50 5.68 87,730 4.69 524 17.59 87,780 4.72 17.50 5.68 87,780 4.69 524 17.59 87,M0 4.72 17.50 5.68 87,840 4.69 524 17.59 87,900 4.72 17.50 5.68 87,900 4.69 524 17.59 87.900 4 72 17.59 5.68 87,900 4.70 5.24 17.59 88,030 4 72 17.59 5.68 80,820 4.70 5.24 17.59 88,000 4.72 17.59 5.99 88,000 4.70 5.24 17.59 88,140 4.72 17.59 5.69 88.140 4.70 5.24 17.59 88,200 4.72 17.50 5.09 88,200 4.70 524 17.59 88,200 4.72 17.50 5.69 08,200 4.70 524 17.59 88,320 4.72 17.59 5.69 88.320 4.70 524 17.59 88,300 4.72 17.59 5.60 08.300 4.70 5.24 88,440 17.59~
4.72 17.60 5.00 88,440 4.70 5.24 17.60 88,900 4.72 17.60 5.00 88,000 4.70 5.24 17.60 N,000 4.72 17.60 5.69 88,500 4.70 524 17 60 88,030 4.72 17.60 5.89 48,830 4.70 ' 5.24 17 60 30,000 4.72 17.60 5.99 08,000 4.70 5.24 17.60
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80,740 4.72 17.60 5.00 88.740 4.70 5.25 17.60 80,000 4.72 17.60 5.99 88,000 4.70 5.25 17.60 88,000 4.72 17.00 5.00 80,000 4.70 5.25 17.60 I, $8,30 4.72 17.60 5.00 88,230 4.70 5.25 17.60 88,900 4.73 17.60 5.99 88,000 4.70 525 17 60 St.See 4.73 17.60 5.69 40,MO 4 70 5.25 17.60 80,198 4.73 17.60 5.99 80,100 4.70 525 17.60 80,100 4.73 17.60 5.00 80,100 4.70 525 17.60 l 80,230 4.73 17.60 5.89 80.220 4.70 5.25 17.60 80,300 4.73 17.60 5.70 80,200 4.70 5.25 17.60 80,340 4.73 17.61 5.70 80,340 4.70 525 17.61 80,400 4.73 17.61 5.70 80,400 4 71 525 17.61 N,40G 4.73 17.61 5.70 88.400 4 71 525 17.61 80,530 4.73 17.61 5.70 00,520 4 71 80,800 4.73 17.61 _ 525.4. 17.61 l 5.70 : 30.500 4.71 5.25 ! 17 61 80,040 4.73 17.61 5.70 i I 89,640 4.71 5.25 l 17.61 80,700 4.73 17.61 5.70 . 89,700 ! 4.71 1 5.25 17 61 80,700 4.73 17.61 5.70 i 89,700 I 4.71 5.25 i 17 61 80,420 4.73 17.61 5.70 89,820 1 4.71 525 17.61 80,000 4.73 17.61 5.70 89.880 4.71 5.25 17.61 80,940 4.73 17.61 5.70 89,940 4.71 5.25 17.61 90,000 4.73 17.61 5.70 90.000 4.71 5.25 1 17.61 L 90,000 4.73 17.61 5.70 90,060 4.71 525 17.61 l 90,1M 4.73 17.61 5.70 90,120 4.71 526 17.61 ! 00,180 4.73 17.61 5.70 90,180 4.71 526 17.61 90,340 4.73 17.61 5.70 90,240 4.71 526 17.61 99,300 4.73 17.61 5.70 90,300 4.71 5.26 17.61 99,300 4.73 17.61 5.70 90,300 4.71 5.26 17.61
. 90A80 4.73 17.61 5.70 90,420 4.71 5.26 17.61
} 00A00 4.73 17.61 5.70 90,480 4.71 526 17.f { L L CA A u. l l I e
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[' 90,000 4.73 17.62 5.70 90,000 4.71 5.26 17.62 i 90,720 4.73 17.62 5.70 90,720 4.71 526 17.62 90,790 4.73 17.62 5.70 90,730 4.71 5.26
- 17.62 90,040 4.73 17.62 5.70 90,840 4.71 526 17.62 90,000 4.73 17.62 5.70 90,900 4.71 526 17.62 90,000 4.73 17.62 5.70 90,900 4.71 526 17.62 91,020 4.73 17.62 5.70 91,020 4.71 526 17.62 M,000 4.73 17.62 5.70 91,000 4.71 526 17.62 91,140 4.73 17.62 5.70 91,140 4.71 526 17.62 91,200 4.73 17.62 5.70 91,200 4.71 526 17.62 91,200 4.73 17.62 5.70 91,290 4.71 526 17.62 91,320 4.73 17.62 5.7 I 91,320 4.71 526 17.62 j 91.300 4.73 17.62 5.71 91,380 4.71 526 17.62 '
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i Page36of 38 9 OMeden 1 DMonon 2 l CS RHR C8 RHR l ' time isec) PumpA Pump A Pump 8 tines (soc) PumpB Pump C Pump D 93,000 4.75 17.64 5.72 93,800 4.72 5.28 17.64
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** " 4.75 17.65 5.73 M,020 4.73 5.28 17.65 94.000 4.75 17.65 5.73 94,000 4.73 528 17.65 94,140 4.75 17.65 5.73 M,140 4.73 528 17.65 4.75 17.65 5.73 M,200 4.73 528 17.65 I
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