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Code Manual for CONTAIN 2.0 - Federation of American Scientists

Code Manual for CONTAIN 2.0 - Federation of American Scientists

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For the spherical geometry<br />

where<br />

~-r.<br />

&ri = ri ~ ;<br />

iliri+l =ri+l ‘i+l_ -r<br />

r=<br />

r<br />

(10-131)<br />

(10-132)<br />

(10-133)<br />

The N linear coupled equations given by Equation (10-125) are solved by using a standard<br />

tridiagonal matrix methods.<br />

10.5.4 Concrete Outgassing<br />

The outgassing model <strong>for</strong> the release <strong>of</strong> HZOand COLgases from concrete heat transfer structures<br />

is described in this section. Both evaporable and bound water are considered in the modeling <strong>of</strong><br />

steam release. The principal assumption made in the outgassing model is that the release is<br />

controlled by the rate at which thermal energy is supplied <strong>for</strong> vaporization <strong>of</strong> the available water<br />

and/or <strong>for</strong> concrete decomposition and not by gas transport effects. The concrete outgassing model<br />

has been described in greater detail in Reference Was88. The reader should consult this reference<br />

<strong>for</strong> additional in<strong>for</strong>mation.<br />

The heat conduction model discussed in Section 10.5.3 is tightly coupled to the concrete outgassing<br />

model in two ways. First, the energy required to decompose compounds in the concrete and/or<br />

evaporate water is accounted <strong>for</strong> in the heat conduction equation through appropriate energy sink<br />

terms. This is done in a closely coupled manner so that gas release during a timestep is consistent<br />

with the temperature at the end <strong>of</strong> the same timestep. Likewise, the end <strong>of</strong> timestep temperature is<br />

used to compute the gas release from the structure. An iterative solution technique is used to<br />

partition the heat input between that used <strong>for</strong> gas release and the heating <strong>of</strong> concrete.<br />

Second, the thermophysical properties <strong>of</strong> the concrete are modeled as a function <strong>of</strong> temperature and<br />

the amount <strong>of</strong> gas released from the concrete. In the model, only nodes containing CONC material<br />

are allowed to outgas. Note that the properties <strong>of</strong> the CONC material as supplied by the properties<br />

routines are assumed to correspond to wet concrete. However, in the outgassing routines, the loss<br />

<strong>of</strong> evaporable water from the node is assumed to modi~ the specific heat <strong>of</strong> an outgassing node<br />

according to the assumption that evaporable water contributes a specific heat equal to that <strong>of</strong> liquid<br />

water. The porosity <strong>of</strong> a node, not occupied by concrete, is assumed to be equal to the mass <strong>of</strong> bound<br />

gases released, divided by the concrete density with evaporable water removed, and the mass and<br />

volume <strong>of</strong> concrete material in the node is correspondingly reduced. The conductivity is assumed<br />

Rev O 10-63 6/30/97

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