05.08.2013 Views

ORNL-1816 - the Molten Salt Energy Technologies Web Site

ORNL-1816 - the Molten Salt Energy Technologies Web Site

ORNL-1816 - the Molten Salt Energy Technologies Web Site

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

.<br />

ANP QUARTERLY PROGRESS REPORT<br />

would be placed on a diagonal across <strong>the</strong> south-<br />

west corner of <strong>the</strong> addition. Each radiator core<br />

would have an inlet face 24 by 24 in. and a depth<br />

of 6 in. These radiators would be located at floor<br />

grade over <strong>the</strong> NaK pipe lines and <strong>the</strong> NaK fill and<br />

drain pit. Four 75,000-cfm axial-flow blowers de-<br />

signed to give a head of 10 in. H,O would force<br />

air through <strong>the</strong> radiators and out through a discharge<br />

stack.<br />

The fuel fill-and-drain system envisioned for <strong>the</strong><br />

ART incorporates two shielded dump tanks. One<br />

would be coupled to <strong>the</strong> reactor with a remotely<br />

operated coupling, while a second emergency dump<br />

tank would be welded directly to a discharge pipe<br />

from <strong>the</strong> reactor. The remotely operated coupling<br />

to <strong>the</strong> first fuel dump tank would give flexibility'in<br />

<strong>the</strong> operation of <strong>the</strong> reactor, since it would make it<br />

possible to bring fuel to or remove it from <strong>the</strong> site<br />

expeditiously and would keep <strong>the</strong> footage of pipe<br />

and <strong>the</strong> number of valves to a minimum,<br />

For handling <strong>the</strong> heavy, shielded fluoride and<br />

sodium containers inside <strong>the</strong> inner tank, a track<br />

would be installed on <strong>the</strong> floor and inside <strong>the</strong> wall.<br />

Wheels would be mounted on both <strong>the</strong> bottom and<br />

one end of <strong>the</strong> tank dolly so that <strong>the</strong> assembly<br />

could be lowered by <strong>the</strong> overhead crane to <strong>the</strong> floor<br />

track, with <strong>the</strong> end wheels on <strong>the</strong> dolly riding<br />

against <strong>the</strong> vertical track. Once on <strong>the</strong> floor track,<br />

each dolly would be moved to its operating station<br />

under <strong>the</strong> reactor. Each track pair in this area<br />

would probably be mounted on a lift for raising <strong>the</strong><br />

tank connection nozzle to <strong>the</strong> contact position<br />

within <strong>the</strong> reactor shield.<br />

In addition to <strong>the</strong> NaK piping bulkhead mentioned<br />

above, a control junction panel such as that shown<br />

in Fig. 2.7 would be installed as a part of ano<strong>the</strong>r<br />

bulkhead through <strong>the</strong> tank below <strong>the</strong> building floor<br />

grade to pass <strong>the</strong> tubing and <strong>the</strong> electrical con-<br />

ductors required for operation, control, and moni-<br />

toring. Two more bulkheads, in <strong>the</strong> form of man-<br />

holes, would probably be installed in <strong>the</strong> upper<br />

portions of <strong>the</strong> inner and outer tanks. One manhole<br />

would be about 3 by 5 ft and located just above <strong>the</strong><br />

inner tank flange to altow passage through both<br />

tainer walls and thus provide entrance to <strong>the</strong><br />

40<br />

inner tank subsequent to placement of <strong>the</strong>se sections<br />

of equipment. The second opening would be a<br />

manhole about 5 ft in diameter in <strong>the</strong> hemispherical<br />

top of <strong>the</strong> inner tank to provide overhead crane<br />

service after placement of <strong>the</strong> top. Sufficient cat-<br />

walks, ladders, and hoisting equipment would be<br />

installed within <strong>the</strong> inner tank to provide easy<br />

access for servicing all equipment, as shown in<br />

Fig. 2.6.<br />

The control bulkhead in <strong>the</strong> double-walled tank<br />

would be located so that <strong>the</strong> associated control<br />

junction panel and <strong>the</strong> control tunnel would be on<br />

<strong>the</strong> control room side of <strong>the</strong> tank. The tunnel<br />

would extend to <strong>the</strong> auxiliary equipment pit (formerly<br />

<strong>the</strong> ARE slab storage pit), where it would terminate.<br />

The tubes and conductors from <strong>the</strong> junction panel<br />

would be channeled from <strong>the</strong> tunnel ei<strong>the</strong>r to equip-<br />

ment in <strong>the</strong> pit and basement or to <strong>the</strong> control<br />

room (formerly <strong>the</strong> ARE control room). The pit and<br />

basement equipment would include such items as<br />

<strong>the</strong> lubricating oil pumps and cooler, borated shield<br />

water pumps, cooler and makeup equipment, vacuum<br />

pumps, relays, switch gear, and emergency power<br />

SUPPIY.<br />

The reactor off-gas flow would probably be piped<br />

through <strong>the</strong> NaK piping bulkhead to a disposal<br />

facility outside <strong>the</strong> building. Such a system would<br />

probably consist of an activated-charcoal absorption<br />

bed contained within a pipe which would be long<br />

enough to provide <strong>the</strong> required delay period to<br />

bring <strong>the</strong> activity of <strong>the</strong> krypton (which would not<br />

be adsorbed by <strong>the</strong> charcoal) to a tolerable level,<br />

Field maintenance and laboratory facilities<br />

would be installed in <strong>the</strong> area east of <strong>the</strong> ART test<br />

bay and south of <strong>the</strong> low bay of <strong>the</strong> ARE. This<br />

area and <strong>the</strong> ARE experimental bay would be<br />

partitioned from <strong>the</strong> ART test bay with about a<br />

16-in.-thick shield wall of stacked solid concrete<br />

block. This wall would not be erected until after<br />

placement of <strong>the</strong> upper sections of <strong>the</strong> doublewalled<br />

tank. The only o<strong>the</strong>r major rework of <strong>the</strong><br />

ARE facility to accommodate <strong>the</strong> ART would<br />

probably be that of modifying and equipping one<br />

of <strong>the</strong> ARE experimental pits for underwater disassembly<br />

work on <strong>the</strong> reactor after operation.<br />

j -<br />

..<br />

1<br />

3 -

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

Saved successfully!

Ooh no, something went wrong!