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Code Manual for CONTAIN 2.0 - Federation of American Scientists

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conditions. If “citlex” does not, then the exit temperature is set to the closest temperature<br />

satis@ing these conditions, if one exists. If the exit temperature leads to heating <strong>of</strong> the<br />

melt/condensate, the heat and mass transfer processes responsible are assumed to occur in<br />

the same proportion as the original heat and mass fluxes to the ice surface that caused the ice<br />

to melt. Otherwise, the heating is ignored.<br />

12.3 Containment Smavs<br />

This section discusses the thermal-hydraulic modeling <strong>of</strong> containment sprays. The modeling <strong>of</strong><br />

aerosol removal by the sprays is not discussed here but in Section 7.5 and the modeling <strong>of</strong> the<br />

depletion <strong>of</strong> gaseous fission product species by the sprays is discussed in Section 8.6.<br />

The spray system provides a uni<strong>for</strong>mly divided water spray to the containment atmosphere. As<br />

previously shown in Figure 12-2, heat and mass transfer to the droplets provide a rapid reduction in<br />

temperature, pressure, and fission product concentration. The sprayed water collects in a sump at<br />

the bottom <strong>of</strong> the containment. Generally, the initial spray water is from the WST. When that<br />

source is exhausted, water is pumped from the sump, through a heat exchanger, and to the spray<br />

nozzles. A model has been developed that determines the heat transfer between the droplets and<br />

atmosphere and the associated condensation <strong>of</strong> steam onto or evaporation <strong>of</strong> the droplets.<br />

The explicit coupling between the spray model and the atmospheric thermal-hydraulics can lead to<br />

oscillations in the atmospheric temperature and pressure when the system timestep is too large.<br />

Though <strong>of</strong>ten small in amplitude, these oscillations can be detrimental; e.g., they can cause the<br />

saturation ratio to oscillate back and <strong>for</strong>th across unity, which can in turn cause spurious<br />

condensation on the aerosols and artificial enhancement <strong>of</strong> aerosol removal by the sprays. The best<br />

means <strong>of</strong> testing <strong>for</strong> this condition is to check the saturation ratio <strong>for</strong> oscillatory behavior. The only<br />

safe procedure is to reduce the system timestep until the oscillations go away, unless the user can<br />

establish that they cause no harmfhl effects in the particular calculation at hand. The maximum<br />

stable timestep decreases somewhat with increasing spray flow rate and, more noticeably, with<br />

decreasing spray drop size. The increase in computer time from reducing the system timestep may<br />

be partially recovered by reducing the number <strong>of</strong> cell timesteps per system timestep (i.e., increasing<br />

“ctmfr”; see Section 14.2.8).<br />

The containment spray must be used in either one <strong>of</strong> two engineered system combinations with the<br />

input specified in the SPRAY input block (see Section 14.3.3.4). For the simplest system, the spray<br />

is paired with an engineered system source table, and the spray is active as long as the source is<br />

ftite. A more elaborate system maybe initiated using a containment pressure setpoint given by the<br />

input parameter “spstpr.” In the latter system, the user must include a tank to supply an initial<br />

amount <strong>of</strong> fresh water to the spray train (see Section 12.5.5). When the tank is empty, a pump<br />

provides recirculated water, which goes through a heat exchanger and then to the spray trains.<br />

Failure <strong>of</strong> recirculation maybe simulated by specifying zero flow <strong>for</strong> the pump or by drawing water<br />

from a source cell “iclin” that contains no pool. Sample input <strong>for</strong> this system is given in Section<br />

14.3.3.4.

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