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5 t <br /> _r <br /> . uuqq <br /> � rrY. n •N�.,r..r a '. ' <br /> a. <br /> b fi- <br /> •Y' <br /> Attachment 1 <br /> . CALCULATIONS OF ATMOSPHERIC/WATER CONCENTRATIONS <br /> Calculations that were used to determine if an explosive <br /> atmosphere can be created in the sewer system utilize the <br /> Henry's Law relationship. The Henry's Law constant can be <br /> :�. expressed by the following relationship: <br /> � . H = X <br /> N` where: H = the Henry's Law constant <br /> P = the partial pressure of the compound of interest <br /> in the gas phase <br /> x = the concentration of the compound of interest in <br /> the water <br /> Atmospheric partial pressures can be expressed in atm, mm Hg, <br /> Ya, or psia. Concentrations in water can be expressed as <br /> m/thole, gm/m, or mole fraction. As a result of the different <br /> units in which each concentration can be expressed, the value <br /> of the Henry's constant can be presented in several unit <br /> systems. The most common (andthe b9e used by the EPA) see+ns <br /> to be the units of atmospheres per m /mole. <br /> r� <br /> Henry's constant values are determined experimentally when a <br /> given amount of the compound of interest is dissolved in <br /> water in an enclosed vessel. The system is allowed to some <br /> to equilibrium and the concentration of the compound in the <br /> gas phase and in the water is determined. Since the Henry's <br /> Law const-ant changes with temperature, all deter inations are <br /> correct only for a given temperature (usually 25 C). A rule ' <br /> of thumb is that the Henry's Law constant will double with a <br /> M 250 C rise in temperature. <br /> For the Henry's Law cal:."ulation to be applicable to the sewer <br /> system, several assumptions must be made: <br /> 1. Solution concentrations must be very dilute (less than <br /> 1% mole fraction). <br /> 2. The sewer temperature must be equivalent to the <br /> temperature at which the experimental data used to <br /> calculate the constant was collected. <br /> 3. The solubility of the compound is low enough so that <br /> there is no significant change in the Henry's Law <br /> constant with a change in compound concentration. <br /> Prediction of atmospheric concentrations of organics in ,.the <br /> sewer would require calculations involving extremely <br /> complicated mass transfer equations and the assumption of <br /> -� estimated kinetic parameters. Since the atmospheric <br /> concentratipn over a water solution of these compounds cannot <br /> become any higher than the equilibrium concentration, <br /> calculations based on Henry's Law will . be worst case <br /> predictions of the atmospheric concentration. It is expected <br /> that in fact the system will not be at equilibrium and that <br /> actual atmospheric concentrations will be much lower than <br /> +^� estimated here. <br />