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
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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