When the EHDT shielding service stand shield plug was installed in January it was found that the Beam Dump Outlet Hose (TEL5079) was interfering with the plug.  The following remedial action was taken:

- Upper lead water blocks disconnected and upper lead shield removed w/ hose assemblies and upper half of water blocks attached
- BD hose assembly TEL5079 removed by disconnecting Swagelok fittings
- A 1-1/8" spacer was added between the ceramic break and the 45 degree elbow
- The finished assembly was helium leak checked:  no leaks
- Final dimensions of the hose assembly were recorded for drawing updates (Isaac's notebook)

- All water blocks were disconnected (previous install used gaskets only w/o retainers so that a leak check could be performed)
- New gaskets manufacutred by Dan McDonald on Feb 2 (TEL4263)
- Gaskets cleaned w/ acetone and put into retainers (nice fit)
- Sealing surfaces on lower and upper half of BD water blocks cleaned with acetone, gaskets, installed, and torqued to 60ft*lbs w/ torque wrench and crows foot wrench
- TEL5079 reinstalled.  Swagelok nuts tightened to same rotational position as initial install
- Upper lead shield reinstalled (Feb 3)
- Upper lead water block sealing surfaces cleaned, blocks installed and torrqued to 60ft*lbs as w/ BD blocks

Before installation of upper lead water blocks I attempted to move, install, and uninstall the upper half of the water blocks using a 4' pole tool.  The blocks were fairly hard to manipulate due to the stiffness of the 1" hose.  The original design was to use a 1/2" hose, but we switched to 1" hose during a very rushed part of the project because of shorter lead times for 1" hoses.

As there is currently no beam planned for the next 4-6 weeks I will investigate replacing the upper lead shield and beam dump flex hoses with smaller diameter more flexible hoses.
 

 The lower half of the beam dump EHDT shielding was installed yesterday by Plant Group.  After installation of the service stand plug, the position of the south and east faces of the plug were checked with the laser tracker w.r.t. EHAT MB4.  The south face was within approximately 2mm of nominal, and the east face was approximately 6mm east of nominal position.  It was decided that this positioning was acceptable.  The modified 6 foot block (TSH0387) was then installed with approximately 4mm clearance from the plug according to TSH0293.

Beamlines Group may now proceed with installation of the EHDT section of beam pipe.

Photos and results of the laser tracker measurements are attached.

 A 4" Remote Handling Marman Flange Clamp was delivered to Doug Preddy today to be used to clamp the EHDT beam pipe section to the beam dump during beam pipe installation.

The clamp is one of the two manufactured in 2014, Identified with marker "B"

- On May 4th the EHDT beam pipe section was installed by Mike Vogel of Beamlines Group
- A new Helicoflex seal was used (provided by Vacuum Group)
- 4" RH Clamp was installed by Isaac Earle.  Clamp became stiff in early travel, was backed off, then fully tighetend down to stop-ring (later learned that early stiffness was likely due to lower part of jaw hitting the outside of the flange and it would have been better to jiggle the clamp rather than back off)
- Pump was started on May 4th end of day by Anthony Ip (turbo pump, no ion pump)

- Vacuum level at low 10E-6 Torr by morning May 5th.  Leak check was performed by Anthony.
- Small leak found at top of 4" seal. No other leaks in system.
- Baseline leak rate ~4*10E-8 Torr*L/s.  Reaching plateau of 1*10E-7Torr*L/s when flooded with helium
- Leak is suspected to be caused by beginning torquign clamp then backing off as mentioned above

- Beamline vented and seal removed (will be reinstalled after water hose swap, before RH test)

The remote handling 4" marman flange clamp was reinstalled today with a used seal.  It is "Clamp B" as tested in Document-114623.  The purpose of installing the clamp now is to prepare for the upcoming remote handling test of the vacuum joint and one of the water blocks.

During installation it was found that it will be necessary to manipulate both the BD flange and the EHDT beam pipe flange to have the seal mated on both of them.  Clamp installation will therefore be a 2 or 3 person job when done remotely.  The BD can be moved upstream by pushing on the back of the clamp mounting collar.  The EHDT beam pipe can be moved downstream by threading a pole tool into the collar just upstream of the vacuum flange.

If the clamp becomes stiff during early travel it means that the flanges aren't seated in the jaws properly and the position of the clamp or flanges must be adjusted.  Do not back off the clamp drive nut or lift the clamp in this case.  This procedure was followed during today's installation.

 The beam dump and upper lead shield flexible hose assemblies have been replaced with smaller diameter versions to allow for easier remote handling.  The new beam dump hoses are TEL5501 (Rev A) & TEL5502 (Rev A).  The new upper lead hoses are TEL5503 (Rev B) and TEL5504 (Rev B).  All Swagelok joints were installed 1-1/4 turns past finger tight as per Swagelok instructions.  The new Swagelok connections have not been leak tested yet.  This will be done after the remote handling test of the vacuum seal and water block which is scheduled to begin on May 27th.

The following work was performed on May 27 & 28, 2015:

- The beam dump 10kW Remote Handling setup was arranged as shown in the attached procedure

- The EHDT split ring clamp was found to be installed too far downstream and the pole tool could not be installed properly;  the position was adjusted

- The cuff of the previously installed used seal was found to be damaged because it was not located properly on the EHDT side flange at the bottom when the clamp was closed.  Thorough inspection (visual from top, camera for bottom) must be used in the future to prevent this from happening again

- Flange gap was measured with the beam dump in far upstream and downstream positions:  .190" and .762" 

- Seal width is 0.255", and cuff width is 0.475", giving 0.297" clearance for installation, and .065" bellows compression when closed 

- EHDT beam pipe was adjusted approximately 0.125" downstream to give more bellows compression with seal installed and the BD advanced upstream 

- New flange gaps: 0.083" and 0.649;  New instillation clearance: 0.174"; New bellows compression: 0.172" 

- Two trial seal installations were performed according to the attached procedure (no major issues encountered)

- A new helicoflex seal was used for the final installation (also according to the procedure).  One of the clamp jaws did not seat properly around the flanges at beginning of travel; this was overcome by backing up 1/4 turn and adjusting the clamp angle to get the jaws seated properly.  After this the clamp closed normally.

- A helium leak check was performed by Anothony Ip from Vacuum Group:  No leaks found!

See attached procedure for full details and photographs (updated document uploaded June 2 to include comments from Ron K.)

Beam dump waterblocks #1 (BD Inlet) and #3 (Upper Pb Inlet) were removed as per the attached procedure on June 1-2.  The following was noted:

- The RH pole tool (TRH1244) and water tool wrench (TRH1243) fit easily over all four water block nuts and was easy to use

- The rubber nut thread tool was sometimes difficult to located in the hole on the water block (WB) lower half body, could be done after a few attempts, perhaps tool locating feature can be improved

- The rubber nut thread tool worked well, but a new one should be made as it is starting to degrade and drop pieces of rubber

- The WB upper halves must be lifted carefully with the pole tool supported well to prevent them from swinging in the east direction due to water hose stiffness

- The gasket/retainer assembly on the WB lower half is likely to become dislodged when removing the WB upper half.

- A tool must be developed for picking up the old gasket w/o damaging the WB lower half gland (could simply be a plastic hook attachement)

- A tool must be developed for placing a new gasket on the lower gland (concept in progress by Keith Ng)

- Installation of the upper water blocks (#3 and #4) may require assistance with a hook tool to get the upper WB in the correct orientation.  The lower water blocks (#1 and #2) should not

See attached procedure for full details and photographs.  More photos and videos of the procedure are stored on Isaac Earle's hard drive.

- On Thurdsay June 4th the EHDT beamline section was vented by Vacuum Group so that they could install a new pump
- After pumping down again a leak was found at the BD front flange seal around the top of the seal
- The RH clamp and Helicoflex seal were removed and an o-ring seal was installed with a band clamp
- The EHDT section was pumped down and leak check performed - no leaks

- While the EHDT section was vented both flanges were measured and found to be in spec (see attached PDF)
- The clamp jaws were also checked and were in spec (see PDF)
- Seal was inspected: delta fully crushed at bottom, but a visible ridge remained around the top

- A meeting was held on June 5, with Grant Minor, Isaac Earle, Keith Ng, and Bill Paley in attendance.  Meeting minutes copied below:

Meeting Summary:
- We suspect the leak is caused by inadequate seal compression
- The leaks on this installation may be because of the new batch of seals which are thinner (by ~0.006") and have a less pronounced delta  (all the successful installations on 2A are using the old batch of seals)
- It is possible that the recent bench tests performed with the new batch of seals also had very small leaks that were not detectable with the "Star Wars" leak detector
- The clamp must be modified to achieve the manufacturer seal compression spec (currently 0.020" short)
- We will not pursue testing of clamp closure beyond the point where the jaws are concentric (0.685" stop-ring)

Actions:
- As a temporary measure a seal from the old batch will be installed at the e-dump next Monday (Keith, Isaac, Bill)
- Modified clamp jaws, to achieve design seal compression, will be designed/ordered (Keith), and bench tested (Keith, Isaac/Bill)
- We will pursue purchase of a new leak detector for the lab.  If leak checking is required before then we will borrow a modern detector from Vacuum Group  (Isaac)
- If the old batch seal installation at the beam dump is leak tight, we will still switch to a new seal and modified clamp jaws once development is complete and an opportunity to swap presents itself (Isaac)

 On Monday June 8 the following work was performed by Isaac Earle and Keith Ng:

- EHDT beamline vented
- Band clamp and o-ring seal removed
- Flanges cleaned with methanol and Kimwipe
- Flanges inspected visually: clean and scratch free
- New seal prepared as per TEL5568 from old 1997 batch of seals (as decided at Friday June 5 meeting)
- Seal cleaned with methanol and Kimwipe
- Seal installed remotely following procedure attached to Ariel E-Log #18 (install went smoothly, no catching of clamp jaws)
   Rocking the clamp back and forth while tightening seemed to be a good technique to avoid jaws catching on outside of flanges
   Clamp began getting stiff with around 5/8" of gap remaining to stop ring.  It gradually got stiffer as travel progressed until reaching hardstop
- Inspected visulally close up: all appeared normal
- Vacuum pumped at 10:15am, Leak check performed around 11:30am - Leak tight

- Will leave the BD under vacuum for a few days, then attempt to vent, repump, and repeat leak check (which caused failure before)
- RH bridges removed to allow water lines in north-west corner to be reinstalled
 

A leak test was performed on the beam dump water system on June 9 in the afternoon.

- Pipe segments tested: The entire HAW system except for the expansion tank, air separator and HAW pump
- Test medium: air
- Test pressure and duration: 60 minutes at 50psi with no loss in pressure
- Swagelok joints and VCR joints around the beam dump which had been opened since last test were sprayed with Snoop: no bubbles

- Vacuum has been pumping steadily on the EHDT section since June 8, reaching 3.2E-8 Torr at 8am today (June 12)
- Leak check performed this morning by Anthony Ip: no leaks
- Vacuum vented and re-pumped, leak check repeated: no leaks
- Reached 5.0E-7 Torr by 9:20am

Installation of shielding over the beam dump will begin next Tuesday.

- The hoist rings were removed from the upper lead shield
- Two standard lock-blocks were installed over the E-Linac beam dump according to TSH0372
- 5/8" of shims were required on the north end of both blocks to make them level.  Aluminum shims were used (1/2" + 1/8")
- The service stand plug was also installed using a cable sling and chain-fall pulley setup prepared by Neil Wong (tight fit with surrounding shielding, but the install went smoothly)
- No change in EHDT vacuum (approximately 3.0E-8 Torr)
- The modified block TSH0487 is now required.  Installation will continue once it is ready.

The location of the already installed blocks including the TSH0392 protruding lift bails were remeasured, and it was found that modification of the Standard Lock-Block Flat Top block was not required.  A Standard Lock-Block Flat Top block was installed in the place of TSH0487 in drawing TSH0372, and the remainder of the blocks on top were installed.  It was a tight fit for the lower two Half Height Lock-Blocks, but future removal of the BD shielding and SS plug should still be possible.  Drawing TSH0372 will be updated to reflect as-built status.

During the maintenance period today the E-Hall tunnel was accessed to begin controls tests on the beam dump water system and initial fill of the system.  This work was done by Bill Richert and Dave Morris while I observed.  Before work began I verified that pressure relief valves were installed as per the P&ID (TEL5104 Rev A) - they have been installed but the exhaust ports from the valves have not yet been routed to the active drain.  They first tested the hydrogen venting and measuring system in the E-Hall and all seemed to work properly.  Next, in the tunnel Dave confirmed that he was able to actuate the solenoid valve used for filling the system from EPICS.  Next the pressure sensor used to determine expansion tank level was tested - although not calibrated properly yet they were able to confirm that it is wired correctly and responding as expected.  Upon inspection of the pump it was found that the pump motor was not mounted properly to the support plate below (this should have been done by the supplier before delivery).  Because the pump cannot be run in this state it was decided not to fill the system at this point.  Bill Richert will have the pump properly mounted before the system is filled, possibly during the two day maintenance period next week.

 In August 2014 gasket corrosion tests were prepared by placing a 1" Swagelok VCR gasket in a 500mL beaker with de-ionized water and a 1"x3/4"x1/8" piece of 6061 aluminum.  Tests were prepared for a silver plated 316L SS gasket (Swagelok PN: SS-16-VCR-2), a silver plated nickel gasket (PN: NI-16-VCR-2), and a TRIUMF made 0.060" thick 6061 Al gasket.  The top of the beakers were sealed, and they were left to sit until March 2016.

The Nickel and SS gaskets show no noticeable corrosion.  The aluminum gasket became dull in colour, with some corrosion visible on the surface.  See attached photos of each gasket.  The gaskets have been bagged and stored with beam dump spare parts in the NW corner of the RH Meson Hall hot cell lab.

 Hardness testing was performed on 1 sample each of parts TBP1822 and TBP1823 (part of the 35-deg magnet stand assembly TBP1804),  They were found to be 60-60.5 Rc and 60-61 Rc respectively which is within spec.  The alloy used to fabricate these parts was AISI #8620. The testing was performed by Precision Heat Treat in Surrey who also performed the heat treatment at an earlier date.

Adjustment blocks were installed on the second dipole bender today (labeled "No. 03" "C15-III-57/15").  The mounting holes on the magnet were not aligned properly, so modification was required for two of the blocks.  The counterbored holes on TBP1809 were slotted 0.10" vertically, and on TBP1808, 0.06" horizontal slotting was required.  A stress analysis was performed to confirm that the blocks are still strong enough to withstand the seismic loads (PDF attached).

Assembly of two complete bender stands was completed on Friday June 2nd as well as installation of new hardware on the dipole magnets for support, adjustment, and seismic restraint.  All parts were installed according to drawing TBP1804.

One of the frames was assembled with the caster wheel configuration.  This frame was pushed from the proton hall B2 level to its final installation location in the ARIEL tunnel.  The frame was a tight fit around the first corner around BPM 26 but it could still pass by without having to remove any items including the electrical boxes on the right side of the tunnel (when facing towards ARIEL).  Part of the grouting for the BPM 26 support stand and the next three stands after that was ground away to allow more clearance for the frame.  The nut/bolt on the frame casters on one side were swapped which also provides an additional ~1/8" clearance.  After these modifications the stand was pushed out past this area and then back to its installation spot confirming that there is now ample clearance.

The other frame was assembled in the configuration with stand legs.  This frame has been moved to the proton hall extension loading bay to be used for magnet field testing.

Both dipole magnets have been assembled with the new adjuster blocks and support legs.  For the magnet labeled “No.01” the original support legs were removed, cleaned in the ultrasonic cleaner, and then reassembled with way oil  The support leg support pads (TBP1822) were replaced with new parts, but all other parts were reused.  For the other magnet, labeled “No.03”, new support legs were fabricated because it was supported differently in its previous location and did not have these parts.  The fasteners attaching the adjuster blocks and support legs to the magnets were torqued to the recommended torque for each fastener based on the fastener grade and size.

Various minor changes to the design were made since the release of drawings, primarily to improve ease of manufacture.  As-built drawings will be released after the magnets have been installed on the stands in case additional changes arise.

 BL4N 35-deg bender magnet "No. 1" has been installed onto the magnet stand with "stand leg" configuration in the Proton Hall Extension loading bay area.  The magnet fit as expected, and with the support legs resting on the ball transfers the magnet position could be easily adjusted by turning one of the adjuster leg fasteners (with the others loose).  After experimenting with position adjustment, the fasteners were torqued to 70ft*lbs.

The engineering analysis (Document #138415) as well as drawings TBP1804, 1805, 1806, 1811, and 1820 are in the process of being updated to reflect all as-built changes.