ORNL-2106 - the Molten Salt Energy Technologies Web Site
ORNL-2106 - the Molten Salt Energy Technologies Web Site
ORNL-2106 - the Molten Salt Energy Technologies Web Site
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1<br />
ANP PROJECT PROGRESS REPORT<br />
I<br />
UNCLASSIFIED<br />
<strong>ORNL</strong>-LR-DWG 44946<br />
Fig. 1.1.4. Cross Section Used in Composite-<br />
Deck Analysis.<br />
purpose, calculations have been undertaken to<br />
obtain preliminary estimates of <strong>the</strong> energy-<br />
deposition rates throughout this region (see Chap.<br />
1.2, “Art Physics”). The locations in <strong>the</strong> north<br />
head at which <strong>the</strong>se rates might lead to relatively<br />
large temperature rises are indicated in Fig. 1.1.5.<br />
The calculations of <strong>the</strong> associated temperature<br />
distributions and <strong>the</strong> <strong>the</strong>rmal stresses are presently<br />
under way, If <strong>the</strong>se calculations yield excessive<br />
temperature gradients, it is planned to review <strong>the</strong><br />
initial energy-deposition estimates and, if neces-<br />
sary, perform more precise analyses.<br />
Sodium Expansion Tank Design<br />
The design analysis of <strong>the</strong> sodium expansion<br />
tank was completed, and <strong>the</strong> configuration which<br />
was found to be acceptable from both <strong>the</strong> pressure<br />
and <strong>the</strong>rmal stress viewpoints is shown in Fig.<br />
1.1.6. The proposed design consists of a vertical<br />
wall of more or less elliptical shape ioined to<br />
an end cap of slightly cylindrical curvature. This<br />
cap (or roof) is welded to <strong>the</strong> control-rod thimble,<br />
which passes through <strong>the</strong> center of <strong>the</strong> ellipse.<br />
The stress analysis of this design was based on<br />
an idealized model consisting of a short, elliptical<br />
cylinder with a flat-plate cap subjected .to an<br />
22<br />
A<br />
internal pressure of 30 psi. The stresses in <strong>the</strong><br />
cap were computed from <strong>the</strong> relations for an<br />
elliptical plate with various edge conditions. The<br />
stresses at <strong>the</strong> joint and in <strong>the</strong> vertical walls<br />
were computed from <strong>the</strong> relations for an equivalent<br />
circular cylinder with a flat head. These calcu-<br />
lations indicate that <strong>the</strong> maximum stress (1000<br />
psi) is due to <strong>the</strong> bending moment at <strong>the</strong> cylinder-<br />
cap junction.<br />
During full-power operation <strong>the</strong> tank will be<br />
partially filled with sodium at 127O0F to an<br />
assumed depth of 2 in., and <strong>the</strong> upper portion of<br />
<strong>the</strong> side walls and <strong>the</strong> roof of <strong>the</strong> tank will be ex-<br />
posed to direct gamma radiation from <strong>the</strong> sodium<br />
(Fig. 1.1.7). The outer surfaces of <strong>the</strong> tank are<br />
to be surrounded by insulating material, and, if<br />
no cooling is provided for <strong>the</strong>se surfaces, <strong>the</strong><br />
metal temperature in <strong>the</strong> roof will rise to 1420OF.<br />
Since <strong>the</strong> side walls are to be welded to <strong>the</strong><br />
pressure shell, which will be at 125OoF, <strong>the</strong>re<br />
will be differential <strong>the</strong>rmal growth between <strong>the</strong><br />
roof and <strong>the</strong> sheII,which willgive rise to a’<strong>the</strong>rmal<br />
stress of 80,000 psi (based on an elastic analysis)<br />
at <strong>the</strong> roof-wall intersection. This stress is con-<br />
sidered to be excessive; and <strong>the</strong>refore cooling is<br />
to be provided for <strong>the</strong> roof, Sodium at a tempera-<br />
ture of 1250°F will be taken from <strong>the</strong> pressure-<br />
shell cooling circuit and fed into a system of<br />
tubes welded to <strong>the</strong> bottom surface of <strong>the</strong> roof.<br />
A total flow of 3 gpm will pass through this circuit<br />
at a pressure drop of 15 psi. The coolant sodium<br />
will leave <strong>the</strong> roof circuit at 1270°F and spill<br />
into <strong>the</strong> expansion tank volume, With this supply<br />
of coolant, <strong>the</strong> average roof temperature will be<br />
reduced to 128OOF. The temperature profiles in<br />
<strong>the</strong> roof in <strong>the</strong> vicinity of a-cooling tube are shown<br />
in Fig. 1.1.8. The maximum <strong>the</strong>rmal stress due to<br />
this temperature structure is 10,000 psi.<br />
ALUMINUM NORTH-HEAD MOCKUP FLOW<br />
STUDIES<br />
E. R. Dytko’<br />
R. Curry’ R. E. MacPherson<br />
D. Ward<br />
A full-size aluminum mockup of <strong>the</strong> fuel system<br />
components in <strong>the</strong> north head of <strong>the</strong> ART has been<br />
set up with external piping to complete <strong>the</strong><br />
20n assignment from Pratt & Whitncy Aircraft.<br />
*