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ORNL-1816 - the Molten Salt Energy Technologies Web Site

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7 .<br />

"<br />

e-<br />

It should be noted that <strong>the</strong> presence of <strong>the</strong> shield<br />

water would provide a strong damping effect on any<br />

temperature rise associated with an accident. The<br />

third part of Table 2.2 shows <strong>the</strong> temperature rise<br />

associated with <strong>the</strong> release of energy from <strong>the</strong><br />

various sources for various conditions. As shown<br />

in <strong>the</strong> table, if all <strong>the</strong> heat from <strong>the</strong> combustion<br />

reactions were to be confined in <strong>the</strong> combustion<br />

products, high temperatures would result from<br />

stoichiometric reactions. Even in such instances,<br />

much of <strong>the</strong> heat would be dissipated to <strong>the</strong> atmos-<br />

phere within <strong>the</strong> containing vessel so that <strong>the</strong><br />

temperature would be substantially lowered. If<br />

<strong>the</strong> reaction were quenched by <strong>the</strong> shield water,<br />

still lower temperatures would result.<br />

It is clearly essential that provision be made to<br />

contain <strong>the</strong> products of a total reactor tragedy<br />

except, possibly, if <strong>the</strong> reactor is installed at<br />

NRTS. A comparison of key data for several types<br />

of container is given in Table 2.3. For this com-<br />

parison <strong>the</strong> worst set of conditions applicable to<br />

each case was presumed, As may be seen, <strong>the</strong><br />

double-walled tank compares favorably with <strong>the</strong><br />

hemispherical and ellipsoidal buildings. While<br />

difficult to evaluate numerically, <strong>the</strong> double-walled<br />

tank also appears superior in that it would be less<br />

subject to sabotage, Even if both walls were<br />

ruptured and <strong>the</strong> reactor melted down, <strong>the</strong> residue<br />

would tend to sink to <strong>the</strong> bottom of <strong>the</strong> tank pit,<br />

sion was made for cooling <strong>the</strong> container wall.<br />

**Includes steel frame.<br />

PERIOD ENDING DECEMBER 10, 7954<br />

where it would be flooded by <strong>the</strong> water ihat had<br />

filled <strong>the</strong> region between <strong>the</strong> walls. This water<br />

would both absorb <strong>the</strong> heat of any reaction and act<br />

as a shield to reduce <strong>the</strong> radiation level at <strong>the</strong> top<br />

of <strong>the</strong> pit. After careful review of <strong>the</strong>se and a host<br />

of lesser considerations, <strong>the</strong> 24-ft-dia double-wal led<br />

tank was chosen as <strong>the</strong> most promising test facility.<br />

Although <strong>the</strong> double-walled tank type of test<br />

installation is adaptable to several types 04 reactor<br />

test facility, <strong>the</strong> most promising possibility is to<br />

install it in an addition to <strong>the</strong> ARE Building. Such<br />

an arrangement would permit <strong>the</strong> use of services<br />

and facilities that already exist in <strong>the</strong> ARE Build-<br />

ing, for which no plans have been formulated now<br />

that it has served its original purpose. For ex-<br />

ample, items such as <strong>the</strong> control room, offices,<br />

change rooms, toilets, storage area, water supply,<br />

power supply, portions of experimental test pits,<br />

access roads, security fencing, and security I ighting<br />

are available.<br />

Of <strong>the</strong> several schemes considered for modifying<br />

<strong>the</strong> ARE Building to accommodate <strong>the</strong> ART, <strong>the</strong><br />

most attractive plan is to construct an addition on<br />

<strong>the</strong> south end to effect a 64-ft extension of <strong>the</strong><br />

present 105-ft-long building by extending <strong>the</strong> ex-<br />

isting roof and side walls. Figure 2.8 shows a<br />

preliminary design, The floor level of <strong>the</strong> addition<br />

would be at <strong>the</strong> ARE basement floor grade, with<br />

<strong>the</strong> double-walled tank to house <strong>the</strong> ART sunk in<br />

TABLE 2.3. COMPARISON OF KEY DATA FOR SEVERAL TYPES<br />

OF REACTOR INSTALLATION CONTAINERS<br />

24-ft-d ia 17-ft-dia<br />

Dou b I e- Wa I I ed Double- Wa I led 200-ft-dia 115-ft-dia<br />

Tank with 9-ft<br />

Ellipsoidal Hemisptiericol<br />

37

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