Jump to:

Philip Morris

Summary of Wel-2 Clean-Up Meeting - 920611

Date: 15 Jun 1992
Length: 3 pages
2024794531-2024794533
Jump To Images
snapshot_pm 2024794531-2024794533

Fields

Author
Donaher, D.R.
Shakeri, S.Z.
Area
JENKINS,DEBBIE/OFFICE
Type
MEMO, MEMORANDUM
MINU, MINUTES
Recipient (Organization)
Park 500
Named Person
Sharkey, J.J.
Barfield, D.L.
Clark, D.A.
Bailey, W.H.
Braun, K.G.
Brown, J.S.
Bullock, T.J.
Donaher, D.R.
Fox, L.J.
Saunders, D.
Shakeri, S.Z.
Recipient
Saunders, D.
Document File
2024794524/2024794872/Sp Operating Problems Worklife
Issues Principles Nonconformances
2024794525/2024794605/Cp Operating Problems
Author (Organization)
Park 500
Named Organization
Eng Eq
Hycor
Litigation
Stmn/Produced
Characteristic
MARG, MARGINALIA
Site
M45
Master ID
2024794531/4536

Related Documents:
Date Loaded
31 Jan 1999
UCSF Legacy ID
fqu79e00

Document Images

Text Control

Highlight Text:

OCR Text Alignment:

Image Control

Image Rotation:

Image Size:

Page 1: fqu79e00
P A R R 5 0 0' I N T E R - O F F I C E C O R R E S P O N D E N C E Chester, Virginia phil a/ i ofdre~fi To: Dawn Saunders Date: June 1~5, 'l~SW,qeC From: ~ Sheida Shakeri/Denise Donaheri)vb Subject: Summary of WEL-2 Clean-up Meeting - June 11, 1992 Meeting Objectives 1) To review background and status of WEL-2 clean-up project 2) To discuss issues to be resolved and action plan for completion~ of the project Attendance W. H. Bailey D. R. Donaher O:UL~'~~`arfleld~( absent)- L. J. Fox K. G. Braun D. C. Saunders J. S. Brown S. Z. Shakeri T. J. Bullock J. J. Sharkey D. A. Clark (absent) Background * Original project justification was to reduce RBW overflow by replacing 12 gpm of fresh water (TME shower & HDC elutriation) with filtered WEL-2 for yield improvement. X Initial testing of Rotoshear on a HRS-2448 (small experimental unit) with a 0.005"1 screen in: 1986, was aimed~ at evaluation of fiber removal on various liquor streams throughout the process (WEL-2 was not tested). * Successful test results led to the installationi of another HRS-2448 unit with a 0.005" screen in 1989 over the #1 blend pulper in Line 3 Blending, for evaluation of fiber removal for WEL-2 clean-up to replace fresh water. (The WEL-2 maximum throughput flows were not tested during experimental unit evaluation in 1989.) * The unit performed satisfactorily in fiber removal and therefore the recommendation was made to install a permanent WEL-2 clean-up system for filtering all the WEL-2. flow (90-12& gpm).
Page 2: fqu79e00
(continued) ---- * Co Design criteria communicated from Park 500 to Phj~~p fident;al Eng. Eq. Co./Hycor in January 1990 included WEL-2 f1Tdi~ requirements of 90-120 gpm and 0.005" screen, which were '6eC written memos. Additional design criteria such as liquor consistency, temperature and flowrate were communicated orally. * Hycor made the proposal and recommend'ation for installation of a HRS-3672 (large scale unit) to meet given design criteria. (No specific performance guarantee was included.) Status * System start-up indicated insufficient WEL-2 flow through~the HRS-3672 unit in Line 3 Stock Prepy resulting in! the inability to maintain level in the HWEL tank. * Repeated testing of the HRS-3672 unit has revealed that the maximumthroughput is about 50 gpm, for WEL-2 (vs. design requirement of 90-120 gpm) with unacceptable frequency of shower usage to keep the screen clean. * Investig,ation into the causes for performance failure of the HRS-3672 unit, has determined usage of incorrect design criteria. The primary design criteria used by Hycor for sizing the unit was a maximum flowrate of 50 gpm for SEL on the HRS-2448 unit, based on 1986 SEL testing. May 1991 testing on WEL-2 showed that the actual maximum throughput for WEL-2 is 15 gpm on the HRS-244'8 unit. Hydraulic testing of our HRS-3672 unit, performed by Hycor, has verified'the accuracy of their hydraulic design. The design problem lies with usage of inappropriate process stream~ throughput data for designing the unit. * Original 650 committed $175,000 for the project with approximately $200,000 spent. Issues * Unacceptable frequency of shower usage to prevent Hycor screen from blinding * Frequency determination of pluggage for the TME shower and the TME/HDC rotameter * Rotoshear Headbox design * Justification for cleaning all the WEL-2 (vs. 12 gpm required for TME shower & HDC elutriation)i
Page 3: fqu79e00
r ('continued)i Cohrii ~e philRtiat Can, the expected yield'~ improvement be substan ~~egS KABC this time,i.e.,does the project as scoped in Jan,1991 have justification currently? Action Plan * Schedule a fact finding meeting with Eng. Eq,. Co/Hycor representatives to assess liability for the design criteria and the resulting failure of the HRS-3672 unit to perform as required. Specific questilons for the meeting will be prepared by 6/18/92 for review. * If a different unit is required or modifications are needed~ for our existing, unit to complete the WEL-2 project, a performance guarantee will be pursued. * Additional inputs oni the past performance of HRS-2448 unit ini Blending will be solicited to, determine frequency of pluggage for the TME shower, TME & HDC rotometers, and the Hycor screen. * Relocate HRS-2448'unit back to Line 3 Blending to repeat 1990 testing in a structured plan. A detailedevaluation plan will be prepared.

Text Control

Highlight Text:

OCR Text Alignment:

Image Control

Image Rotation:

Image Size: