12.07.2015 Views

Ed Avella

Ed Avella

Ed Avella

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Interview: <strong>Avella</strong>What was the project’s timeline, from initialplanning to final completion?We started in August 2002, when theproject team was formed, and ended in June2005. We scheduled 67 days for completionof each installation job, but we were able tocomplete each in 46 and a half days, savingconsiderably on costs. Our initial activitywas to order replacement reactor head forgingsfor the two units. That was followedimmediately by extensive engineering andconstruction planning.What were the conditions of the vesselheads when they were replaced?They were the original Westinghouseheads from when the units first came online in the early 1970s, and they had no historyof repairable indications. The projectwas developed based on what was happeningin the industry in 2002, with data indicatingthat there was a trend towardPWSCC in Alloy 600 reactor head penetrations.For FPL, it boiled down to whatthe cost would be to inspect the headsevery outage and then do necessary repairs.The fact is, we didn’t want that hangingover us. What we wanted was the reliabilityof having the units come on line whenplanned and being able to make electricityfor our customers. The new heads gave usthe confidence that we could do that.The process of doing head inspectionsand repairs and then being able to comeback on line is subjective in that there is nopredictability to it. Other nuclear plants, forinstance, have spent months off line doingrepairs or having to do emergency head replacements.It’s a situation we did not wantto get into, because the “risk profile” forthe Turkey Point units put them in the highriskcategory due to their age and the temperatureat which the reactors operate.That’s what prompted us to move quickly.We did not want to have the risk of unplannedactivities.A service platform was constructed next to Turkey Point-3’s containment building. Faintorange markings on the concrete wall indicate the “cut line” where an opening would laterbe created in order to move reactor heads in and out of containment. (Photos: FPL)Which vendor made the replacement heads?The heads were made by Areva, in France,specifically for our Turkey Point units. Weplaced the first order in October 2002, thefirst of what were a few different submittalsof purchase orders. That first order was forthe raw materials that had to be forged intomono-block—or one-piece—heads. The intentwas to get one forging going as the firststep of a horizontal process. By that I meanthat first we ordered the forgings, then thenozzles, then the drives, and finally the integratedhead assemblies. The heads were thendelivered to Turkey Point one at a time,based on a production schedule that got themhere at least 30 days prior to the outages.What were some challenges of the project?One challenge was that the heads had tobe assembled at Turkey Point. All the partswere delivered from France, where theywere made. We like to joke that there was alabel attached that translated from French toEnglish to say, “Some assembly required.”Another challenge was that we had tomake openings in the containment buildingsthat the heads could fit through. We decidedto make the openings a little bigger thanwhat has been the norm in the industry—approximately20 ft by 32 ft—so that we couldbring the heads in completely assembledand in the upright position. That way wedidn’t have to assemble the replacementheads in radiation areas. Each head was puttogether in a temporary building that we callthe monster garage, which is 40 ft by 40 ftby 85 ft high and cost $1.6 million to build.If you can imagine, before assembly eachhead looked like a giant Frisbee, and we putit in the garage, welded the drives on, andthen built the integrated head assemblies ontop of that. Once the head was assembled,we slid it into the containment building andthen repaired the opening in the building.How were the openings created?For each one, we had to de-tension 108tendons, cut and remove 62 of those tendons,and remove 110 yards of concrete.These steel tendons had been tensioned to748 000 pounds. We worked with SGT[The Steam Generator Team, LLC, a companyformed by Areva and WashingtonGroup International] on cutting the openingsand, later, on the restoration process,and also for the rigging and hauling of allthe reactor heads, old and new. To createthe openings, we had to hydro-blast awaythe concrete, which required twelve 500-horsepower diesel engines that poweredfour nozzles that shot out 90 gallons of waterper minute at 25 000 psi per nozzle. Inaddition, the wastewater had to be takenApril 2006 N U C L E A R N E W S 33

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!