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Handbook of Solvents - George Wypych - ChemTech - Ventech!

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1572 Hanadi S. Rifai, Charles J. Newell, Todd H. Wiedemeier<br />

tions, most chlorinated solvents are degraded only under specific ranges <strong>of</strong><br />

oxidation-reduction potential. For example, it is currently believed that PCE is biologically<br />

degraded through use as a primary growth substrate only under strongly reducing anaerobic<br />

conditions.<br />

This chapter is focused on the natural attenuation behavior <strong>of</strong> CS at the field scale. The<br />

first part <strong>of</strong> the chapter reviews many <strong>of</strong> the physical, chemical and abiotic natural attenuation<br />

processes that attenuate CS concentrations in ground water. Some <strong>of</strong> these processes<br />

have been described in more detail in previous chapters in the handbook and are therefore<br />

only reviewed in brief. In the second part <strong>of</strong> this chapter, we will review the biological processes<br />

that bring about the degradation <strong>of</strong> the most common chlorinated solvents, present<br />

conceptual models <strong>of</strong> chlorinated solvent plumes, and summarize data from field studies<br />

with chlorinated solvent contamination.<br />

23.1.2 NATURAL ATTENUATION PROCESSES AFFECTING CHLORINATED<br />

SOLVENT PLUMES<br />

Many abiotic mechanisms affect the fate and transport <strong>of</strong> organic compounds dissolved in<br />

ground water. Physical processes include advection and dispersion while chemical processes<br />

include sorption, volatilization and hydrolysis. Advection transports chemicals<br />

along ground water flow paths and in general does not cause a reduction in contaminant<br />

mass or concentration. Dispersion or mixing effects, on the other hand, will reduce contaminant<br />

concentrations but will not cause a reduction in the total mass <strong>of</strong> chemicals in the aquifer.<br />

Sorption or partitioning between the aquifer matrix and the ground water, much like<br />

dispersion, will not cause a reduction in contaminant mass. Volatilization and hydrolysis<br />

both will result in lower concentrations <strong>of</strong> the contaminant in ground water. The majority <strong>of</strong><br />

these processes, with the exception <strong>of</strong> hydrolysis and dehydrohalogenation chemical reactions,<br />

do not break down or destroy the contaminants in the subsurface.<br />

Chlorinated solvents are advected, dispersed, and sorbed in ground water systems.<br />

They also volatilize although their different components have varying degrees <strong>of</strong> volatility.<br />

Chlorinated solvents additionally hydrolyze and undergo other chemical reactions such as<br />

dehydrohalogenation or elimination and oxidation and reduction. These abiotic reactions,<br />

as will be seen later in the chapter, are typically not complete and <strong>of</strong>ten result in the formation<br />

<strong>of</strong> an intermediate that may be at least as toxic as the original contaminant.<br />

23.1.2.1 Advection<br />

Advective transport is the transport <strong>of</strong> solutes by the bulk movement <strong>of</strong> ground water.<br />

Advection is the most important process driving dissolved contaminant migration in the<br />

subsurface and is given by:<br />

where:<br />

v<br />

x<br />

K dH<br />

=− [23.1.1 ]<br />

n dL<br />

e<br />

Vx seepage velocity [L/T]<br />

K hydraulic conductivity [L/T]<br />

ne effective porosity [L 3 /L 3 ]<br />

dH/dL hydraulic gradient [L/L]

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