Biodegradation Rates for Fuel Hydrocarbons and Chlorinated ... · Biodegradation Rates for Fuel...

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Copyright © 1999, CRC Press LLC — Files may be downloaded for personal use only. Reproduction of this material without the consent of the publisher is prohibited. Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 337 Introduction Natural attenuation can be defined as the sum of pro- cesses that without human intervention causes a con- taminant plume to experience a decline in both its concentration and size over time. Natural attenuation encompasses the processes of advection, dispersion, sorption, biotic, and abiotic reactions. Petroleum hy- drocarbons and chlorinated solvents, contaminants commonly found dissolved in groundwater, have been shown in recent studies to attenuate by a variety of these processes. A significant number of studies have identified biodegradation as the key attenuation pro- cess for fuel hydrocarbons and chlorinated solvents. These studies argue (appropriately) that biodegrada- tion compared with the other attenuation mechanisms causes a net loss of contaminant mass within the plume and lowers average plume concentrations over time. The remaining attenuation processes of advection, dis- persion, sorption, and volatilization either do not re- move contaminant mass from the aquifer or they trans- fer the contaminants to other phases in the environment. This research focuses on assessing the relative importance of biodegradation as a natural attenuation mechanism by estimating biodegradation rates for fu- els and chlorinated solvents based on reported values in the general literature. The objective of the study was to determine appropriate ranges for biological decay rates in groundwater systems as well as the most pre- ferred patterns of biodegradation for these compounds. Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater Monica P. Suarez and Hanadi S. Rifai 1 Civil and Environmental Engineering, University of Houston, 4800 Calhoun Rd., Engineering Building Room N107, Houston, TX 77204–4791 Abstract: Numerous studies presented in the general literature have shown that the key mechanism affecting the rate and extent of migration of a contaminant plume is biodegradation since it removes contaminant mass and reduces average plume concentrations. This paper attempts to address the importance of biodegradation for fuel and chlorinated solvent plumes and to present a comprehensive review of rates of biodegradation obtained from field and laboratory studies. Data from approximately 280 studies are statistically analyzed to determine ranges of biodegra- dation rates for various contaminants under different redox conditions. A review of 133 studies for fuel hydrocarbons has yielded first-order biodegradation coefficients up to 0.445 day –1 under aerobic conditions and up to 0.522 day 1 under anaerobic conditions in 90% of the cases. A median rate constant for benzene of 0.3% day –1 was estimated from all studies, while those for toluene, ethylbenzene, and xylenes were estimated to be 4, 0.3, and 0.4% day –1 , respectively. On the other hand, data from 138 studies with chlorinated solvents show that the less chlorinated compounds biodegrade in the 90% of the cases with rate constants lower than 1.35 day –1 under aerobic conditions and that highly chlorinated compounds biodegrade with decay coefficients up to 1.28 day –1 in 90% of the anoxic experiments. Median decay coefficients derived from all studies were 4.9, 0.07, 0.42, 0.86, 1.02, 0.44, and 4.7 day 1 for carbon tetrachloride, dichloroethane (DCA), cis-1,2-dichloroethene (cis-1,2-DCE), tetrachloroethene (PCE), trichloroethane (TCA), trichloroethene (TCE), and vinyl chloride, respectively. The rate constants presented in this study can be used in screening and modeling studies and to guide the assessment of natural attenuation as a viable remedial technology at contaminated sites. represent a compilation of available literature data. 1 Corresponding author: Tel: (713) 743–4271; Fax: (713) 743–4260; E-mail: [email protected].

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Copyright © 1999, CRC Press LLC — Files may be downloaded for personal use only. Reproduction of this material without

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 337

Introduction

Natural attenuation can be defined as the sum of pro-cesses that without human intervention causes a con-taminant plume to experience a decline in both itsconcentration and size over time. Natural attenuationencompasses the processes of advection, dispersion,sorption, biotic, and abiotic reactions. Petroleum hy-drocarbons and chlorinated solvents, contaminantscommonly found dissolved in groundwater, have beenshown in recent studies to attenuate by a variety ofthese processes. A significant number of studies haveidentified biodegradation as the key attenuation pro-cess for fuel hydrocarbons and chlorinated solvents.These studies argue (appropriately) that biodegrada-

tion compared with the other attenuation mechanismscauses a net loss of contaminant mass within the plumeand lowers average plume concentrations over time.The remaining attenuation processes of advection, dis-persion, sorption, and volatilization either do not re-move contaminant mass from the aquifer or they trans-fer the contaminants to other phases in the environment.

This research focuses on assessing the relativeimportance of biodegradation as a natural attenuationmechanism by estimating biodegradation rates for fu-els and chlorinated solvents based on reported valuesin the general literature. The objective of the study wasto determine appropriate ranges for biological decayrates in groundwater systems as well as the most pre-ferred patterns of biodegradation for these compounds.

Biodegradation Rates for Fuel Hydrocarbons andChlorinated Solvents in Groundwater

Monica P. Suarez and Hanadi S. Rifai1

Civil and Environmental Engineering, University of Houston, 4800 Calhoun Rd., Engineering BuildingRoom N107, Houston, TX 77204–4791

Abstract: Numerous studies presented in the general literature have shown that the key mechanism affecting the rateand extent of migration of a contaminant plume is biodegradation since it removes contaminant mass and reducesaverage plume concentrations. This paper attempts to address the importance of biodegradation for fuel andchlorinated solvent plumes and to present a comprehensive review of rates of biodegradation obtained from field andlaboratory studies. Data from approximately 280 studies are statistically analyzed to determine ranges of biodegra-dation rates for various contaminants under different redox conditions. A review of 133 studies for fuel hydrocarbonshas yielded first-order biodegradation coefficients up to 0.445 day–1 under aerobic conditions and up to 0.522 day–

1 under anaerobic conditions in 90% of the cases. A median rate constant for benzene of 0.3% day–1 was estimatedfrom all studies, while those for toluene, ethylbenzene, and xylenes were estimated to be 4, 0.3, and 0.4% day–1,respectively. On the other hand, data from 138 studies with chlorinated solvents show that the less chlorinatedcompounds biodegrade in the 90% of the cases with rate constants lower than 1.35 day–1 under aerobic conditionsand that highly chlorinated compounds biodegrade with decay coefficients up to 1.28 day–1 in 90% of the anoxicexperiments. Median decay coefficients derived from all studies were 4.9, 0.07, 0.42, 0.86, 1.02, 0.44, and 4.7 day–

1 for carbon tetrachloride, dichloroethane (DCA), cis-1,2-dichloroethene (cis-1,2-DCE), tetrachloroethene (PCE),trichloroethane (TCA), trichloroethene (TCE), and vinyl chloride, respectively. The rate constants presented in thisstudy can be used in screening and modeling studies and to guide the assessment of natural attenuation as a viableremedial technology at contaminated sites. represent a compilation of available literature data.

1 Corresponding author: Tel: (713) 743–4271; Fax: (713) 743–4260; E-mail: [email protected].

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338 Suarez and Rifai

Over 280 published articles were reviewed and theresulting data were assembled into a database andanalyzed for statistical trends and indicator variables.

A number of questions or hypotheses relating tobiodegradation of fuels and chlorinated solvents wereexplored using the biodegradation database:

• To what extent are biodegradation rates compoundspecific and site specific?

• How well do laboratory rates for a given compoundcompare with field-derived values?

• How do aerobic rates compare to anaerobic ratesfor biodegradation?

• How do the degradation rates compare for differentelectron acceptor regimes?

• What are the most favorable redox conditions forthe biodegradation of these compounds?

Biodegradation of Fuels andChlorinated Solvents

Biodegradation refers to a series of biochemical reac-tions mediated by microorganisms that act to breakdown organic compounds into other substances. Acompound can undergo biodegradation as an electrondonor, as an electron acceptor, or via cometabolism. Inthe two first cases, the compound serves as a source ofcarbon and energy, promoting bacterial growth. Incontrast, when a compound biodegrades throughcometabolism, the subsurface bacteria do not deriveany benefits from that degradation and the compoundis biodegraded by an enzyme produced during thedegradation of the primary substrate. Biodegradationcan occur in the presence or absence of dissolvedoxygen or under aerobic and anaerobic conditions,respectively.

For biodegradation to occur, certain requirementshave to be met. These requirements include the pres-ence of microorganisms capable of degrading the spe-cific compound, the presence of organic carbon as anenergy source, a carbon source (the organic compoundin this case), the presence of electron acceptors, ad-equate amount of nutrients (nitrogen, phosphorus, cal-cium, magnesium, and iron), and appropriate environ-mental conditions such as ambient temperature, absenceof toxic materials, and a pH close to 7 (Lim, 1998).Biological growth can occur within a wide range oftemperatures, but for most organisms the optimumrange is 10 to 35°C (Wilson et al., 1996). In general,temperatures below the optimum range have a moresignificant impact on growth rate than temperaturesabove this range; growth rates double with every 10°Cincrease until the optimum range is reached (Metcalfand Eddy Inc., 1991).

Biodegradation of Fuel Hydrocarbons

Benzene, toluene, ethylbenzene, and xylene (BTEX)compounds are readily biodegradable as primary sub-strates, although cometabolism of p-xylene (Chang etal., 1993), benzene-dependent cometabolism of tolu-ene, and toluene-dependent cometabolism of o-xylene(Alvarez and Vogel, 1991; Alvarez and Vogel, 1995)have also been suggested. The chemical reaction gov-erning hydrocarbon biodegradation can be written as:

hydrocarbon electron acceptors + nutrients

+ byproducts + energymicroorganisms

+

→ +CO H O2 2

During the reaction, the hydrocarbon is oxidized(gives electrons) and the electron acceptor is reduced(receives electrons). The primary electron acceptorsthat support fuel hydrocarbon biodegradation includeO2, NO3

–, Mn4+, Fe3+, SO42–, and CO2.

A large number of microcosm studies have dem-onstrated that BTEX compounds are readily biode-gradable in aerobic environments (Alvarez and Vogel,1991; Barker et al., 1987; Durant et al., 1995; Hutchinsand Wilson, 1991; Kuhn et al., 1985; Lee et al., 1994;Zhang and Bouwer, 1997). Additionally, some fieldstudies present strong evidence of intrinsic bio-remediation due (at least in part) to aerobic respiration(Barker et al., 1987; Chiang et al., 1989; Wiedemeieret al., 1995). Chapelle (1993) found that aerobic respi-ration is the most preferred reaction in an environmentwith dissolved oxygen and microorganisms capable ofaerobic respiration. The literature studies reviewed inthis research differed on the relative order and rate ofbiodegradation between the different constituents.Toluene, for instance, has been found to be more readilybiodegradable under aerobic conditions than benzene(Karlson and Frankenberger, 1989; Thomas et al., 1990;Wilson et al., 1990). On the contrary, Alvarez andVogel (1991) concluded that under aerobic conditions,benzene degrades with higher rates than toluene.

BTEX compounds have been also found to biode-grade under anaerobic conditions via denitrification(Acton and Barker, 1992; Barbaro et al., 1992; Hutchins,1991; Hutchins et al., 1991; Kuhn et al., 1988;Wiedemeier et al., 1995; Zeyer et al., 1986), sulfate-reduction (Acton and Barker, 1992; Edwards et al.,1991; Edwards et al., 1992; Thierrin et al., 1995), iron-reduction (Lovley and Lonergan, 1990), manganese-reduction (Yaniga et al., 1985), and methanogenesis(Acton and Barker, 1992; Barker and Mayfield, 1988;Kazumi et al., 1997). Benzene, however, has beenshown to be recalcitrant in laboratory experimentsunder denitrifying conditions (Alvarez and Vogel,1995).

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 339

Biodegradation of ChlorinatedSolvents

Initially thought of as being nonbiodegradable, chlori-nated solvents have been recently shown to biodegradeunder various redox conditions. Although not com-pletely understood, knowledge about their differentbiodegradation pathways is increasing (see, for ex-ample, Bradley and Chapelle, 1996; Bradley andChapelle, 1997; Cox et al., 1994; Dolan and McCarty,1994; Ellis et al., 1996; Huismann et al., 1995;Imbrigiotta et al., 1996; Klecka et al., 1996; Kuhn etal., 1985; Lee et al., 1995; Ligé et al., 1995; Odom etal., 1995; Strand et al., 1990; Vogel et al., 1987; Vogeland McCarty, 1985; Weaver et al., 1996; Wiedemeieret al., 1996a).

Chlorinated solvents can biodegrade through threedifferent pathways: as electron donors, as electronacceptors, or through cometabolism. The most impor-tant mechanism for biodegradation of highly chlori-nated solvents is their use as electron acceptors. Thisprocess, referred to as reductive dechlorination, re-quires an electron donor. Typical electron donors in-clude BTEX compounds and landfill leachate. In gen-eral, the more highly chlorinated solvents can bereductively dechlorinated. In this case, chlorine atomsare sequentially removed and replaced by hydrogenatoms. This sequence might be interrupted if the envi-ronment becomes highly oxidized (high concentrationof electron acceptors) or if there is a depletion ofelectron donors. Examples of this sequence of reac-tions include:

PCE* è TCE è DCE è VC è ethene è ethane

1,1,1-TCA è 1,1-DCA è chloroethane

The use of chlorinated solvents as electron donorsis probable only for the less oxidized compounds (i.e.,vinyl chloride, DCE, and DCA) under aerobic andanaerobic environments (Bradley and Chapelle, 1996;Davis and Carpenter, 1990; Wilson et al., 1982). Elec-tron acceptors that can be used by microorganisms tooxidize chlorinated solvents include nitrate, ferric ironoxyhydroxide, sulfate, and carbon dioxide (Wiedemeieret al., 1996b).

Finally, chlorinated solvents can be indirectly bio-degraded via cometabolism. Some of the primary sub-strates that support cometabolism of chlorinated sol-vents are methane, ethene, propane, toluene, and phenol.This type of process is possible under natural condi-tions; however, it is not the predominant process in

many chlorinated solvent plumes (Wiedemeier et al,1999). Mainly because the chlorinated solvents cancompete with the primary substrate to obtain an en-zyme necessary for their degradation (competitive in-hibition), and also because some of the intermediateproducts can be toxic to the microorganism (producttoxicity) (McCarty, 1997).

Kinetic Expressions Used toEstimate Biodegradation Rates

The biodegradation studies reviewed in this researchhave generally used one of three kinetic expressionsfor estimating a degradation rate. The kinetics usedinclude Monod kinetics, and zero- and first-order ex-pressions.

Monod and Michaelis-Menten Kinetics

Monod kinetics (Monod, 1949) describe the growth ofmicroorganisms on a limiting substrate. They are rep-resented mathematically by:

µ µ=+max –S

S Kk

sd (1)

Where µ is the growth rate [T–1], µmax is the maximumgrowth rate [T–1], S is the growth-limiting substrateconcentration [ML–3], Ks is the half-saturation con-stant or the substrate concentration that allows thebacterial population to grow at half of the maximumgrowth rate [ML–3], and kd is the microbial decay rate[T–1].

The change in substrate concentration using Monodkinetics is given by:

dS

dt=

+

– maxµ

YB

SS Ks

(2)

Where Y is a yield coefficient that representsthe mass of biomass produced per substrate utilized[MM –1], and B is the biomass concentration [ML–3].

Enzymatic reactions can be described by the sametype of equation. The model usually used to describeenzyme kinetics is the Michaelis-Menten rate law.

v VS

S Km

=+

(3)

Where v is the velocity or rate at a specific concentra-tion [ML–3T–1], V is the maximum rate of reaction

* Tetrachloroethene (PCE), trichloroethene (TCE), dichloroethene (DCE), vinyl chloride (VC), 1,1,1-trichloroethane (1,1,1-TCA), 1,1-dichloroethane (1,1-DCA).

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340 Suarez and Rifai

[ML –3T–1], S is the substrate concentration [ML–3], andKm is the substrate concentration that gives half maxi-mal reaction velocity [ML–3].

Zero-Order Kinetics

When the substrate concentration is much greater thanthe half saturation concentration (S>>Ks), equation (2)may be re-written as:

dS

dt= – maxµ

YB (4)

ordS

dtk= =–vm 0 (5)

Where vm is the substrate utilization rate [ML–3T–1],also known as the zero-order biodegradation rate. Thevalue of ko can be determined, for example, from labo-ratory microcosm studies by calculating the slope ofthe best-fit line from a plot of concentration vs. timedata.

First-Order Kinetics

If the substrate concentration is much smaller than thehalf-saturation concentration (S<<Ks), the expression(S/S+Ks) approximates (S/Ks) and Eq. (2) may be ex-pressed as:

dS

dt=

= ⋅– maxµ

YB

SK

v

KS

s

m

s

(6)

The expression (vm/Ks) represents the first-orderbiodegradation rate constant (λ) [T–1]. Consequently,equation (6) is written as:

dS

dt= –λS (7)

Equation 7 shows that the transformation ratedepends on substrate concentration. It is important tomention that even though this assumption is valid onlywhen substrate concentration is much lower than thehalf-saturation constant, first-order biodegradationmodels have been widely used for the broad ranges ofcontaminant concentrations. Additionally, the major-ity of analytical and numerical models incorporate afirst-order expression to estimate biodegradation inde-pendent of contaminant concentration.

The first-order biodegradation rate constant (λ)can be estimated, for example, from laboratory micro-cosm data by evaluating the slope of the best-fit line ona plot of concentration vs. time using a semi-logarith-mic scale for concentrations. Rate constants are com-

monly reported as a compound-specific half-life, de-rived using:

t /1 2

2= lnλ

(8)

It should be mentioned that zero- and first-ordermodels assume a steady-state biomass density or littleor no increase in microbial cell numbers (Schmidt etal., 1985).

Determination of Decay Coefficientsin This Study

Several assumptions were made in this study to ana-lyze field and laboratory data reported in the literature.These include:

• Whenever reported, rates were input into the data-base using the reported reaction order.

• If no reference of reaction order was given, a first-order model was used to estimate the biodegrada-tion coefficient when sufficient data were presented:

λ =

1 0

t

S

Sln (9)

Where, t is the incubation time (retention time incolumn studies), S0 is the initial substrate concen-tration, and S is the final concentration for labora-tory studies. For field studies, t is the travel timebetween two adjacent points, S0 is the contaminantconcentration at the upgradient point, and S is thecontaminant concentration at the downgradientpoint. The data were corrected in both cases forabiotic processes.

• When a compound was completely degraded, thefirst-order biodegradation rate was calculated as-suming a final concentration equal to the detectionlimit. In this case, the rate was reported as equal toor greater than the obtained value.

• Field studies reporting aerobic decay rates wereconsidered as combined aerobic/anaerobic rates, asit is more than likely that the reported decay rate isan overall estimate that combines both aerobic andanaerobic processes. This assumption was neces-sary because the majority of the field aerobic bio-degradation studies did not account for anaerobicprocesses in reporting degradation rates.

It is important to point out that most investigatorsattempt to account for the effect of abiotic processes(primarily advection and dispersion) when deriving abiological kinetic rate coefficient from their data. Thisis most commonly done through the monitoring ofnondegrading tracer compounds and through the cali-

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 341

bration of field data to groundwater fate and transportmodels. With respect to biological decay rates derivedusing groundwater fate and transport models, it shouldbe noted that the biodecay rate is specific to the modelbeing used and also the certainty in the fitted biodecayrate is limited by the certainty in all of the otherrelevant input parameters (McNab and Dooher, 1998).In many of the more common groundwater fate andtransport models, small changes in biodecay rate andgroundwater velocity can translate into significantchanges in predicted chemical concentration distribu-tions.

Rate Constants for BTEXBiodegradation

A total of 133 studies (field and laboratory) were usedto estimate BTEX biodegradation constants. Eighteen(18) of these studies reported Monod kinetics, 21 re-ported zero-order rates, and 94 studies reported first-order kinetics. Among all the BTEX studies, 40 ex-periments were conducted under aerobic conditions,18 under mixed aerobic/anaerobic environments, and75 under anaerobic conditions. Forty-two (42) out of94 studies reporting first-order decay coefficients werelaboratory experiments, while 52 were field/in situstudies. Within the 21 studies reporting zero-orderrates, 14 correspond to laboratory experiments, and 7to field studies. All the studies reporting Monod kinet-ics correspond to laboratory experiments, and onlytwo of them were developed under anaerobic condi-tions.

Michaelis-Menten Rate Estimates

Table 1 summarizes the data from the 18 laboratorystudies that reported Michaelis-Menten kinetics. As canbe seen in Table 1, the values for the half-saturationconstant (Ks) for toluene, benzene, and xylenes variedbetween 0.034 to 20.27 mg/L, 0.31 to 20.31 mg/L, and0.75 to 15.92 mg/L, respectively. In addition, the maxi-mum specific degradation rate (µm/Y) varied from 0.004to 58.5 mg/mg-day for toluene, between 0.78 and 25.07mg/mg-day for benzene, and from 3.03 to 51.4 mg/mg-day for xylene. These data indicate that the specificconditions in the experiment greatly affect the resultingrates. Alexander and Scow (1989) considered that someof the factors that may cause this wide variation includethe nature of the studied culture (i.e., pure or mixed),competition among different cultures for the substrate,media in which the experiment was run (aqueous solu-tion or soil-water mixture), temperature, size of themicrobial population, and availability of electron accep-tors and nutrients, among others.

Zero-Order Rate Estimates

Data from 21 studies reported zero-order biodegrada-tion rates for BTEX (Table 2). It can be seen fromTable 2 that zero-order rates for BTEX ranged from 0to 239 mg/L-day with a mean of 6.4, 12.6, 0.12, 0.19,0.19, and 2.1 mg/L-day for benzene, toluene,ethylbenzene, m-xylene, o-xylene, and p-xylene, re-spectively. The zero-order decay data in Table 2 indi-cate that toluene is the most readily biodegradablecompound under aerobic environments with a medianrate of 5 mg/L-day and o-xylene is the least biodegrad-able compound with a median zero-order rate of 0.03mg/L-day. Under anaerobic conditions the compoundsthat showed the highest and the lowest median rates ofbiodegradation are p-xylene (0.56 mg/L-day) and ben-zene (0 mg/L-day), respectively.

First-Order Rate Constant Estimates

Reported first-order decay coefficients are summa-rized in Table 3 and Figures 1, 2, and 3. Table 3presents the mean, standard deviation, and 90th per-centile as well as the range of reported values, whereasFigures 1 through 3 present median values, 25th, and75th percentiles. As can be seen in Table 3, the rangeminimum-90th percentile for overall first-order rateconstants for BTEX is 0 to 0.438 day–1 with meanvalues equal to 0.06, 0.25, 0.12, 0.06, 0.02, and 0.04day–1 for benzene, toluene, ethylbenzene, m-xylene,o-xylene, and p-xylene, respectively. These constantswere obtained at temperatures that varied between 6and 36°C. The data in Table 3 indicate that the rangeminimum-90th for aerobic and anaerobic decay coef-ficients was the same (0 to 0.445 day–1), while for fieldrates from aerobic/anaerobic studies it was 0 to 0.914day–1. Benzene had the highest mean value under aero-bic conditions (0.34 day–1), while toluene exhibited thehighest mean anaerobic coefficient (0.23 day–1). Con-sidering overall rates, ethylbenzene exhibited the low-est median value (0.003 day–1), while toluene had thehighest (0.04 day–1, see Figure 1).

Laboratory Versus Field Rate Constants.A com-parison between laboratory and field results indicatesthat biodegradation constants obtained from labora-tory studies are generally higher than field constants(see Figures 2 and 3). This result was expected becauselaboratory studies maintain favorable ambient condi-tions for biodegradation. For instance, the temperaturerange for laboratory studies was 10 to 36°C, which ishigher than the range of groundwater temperaturesreported in the field studies (6 to 22°C); knowing thathigher temperatures favor microbial activity, it was

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342 Suarez and Rifai

anticipated to obtain faster rates in laboratory experi-ments. However, when comparing median values, thedifferences between field and laboratory studies wereextremely small (less than one order of magnitude).There were two notable exceptions in this case: tolu-

ene and ethylbenzene. For these compounds, theranges of anaerobic rate coefficients from field stud-ies had very high maximum values, which come fromone in situ column study reported by Patterson et al.(1993).

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 343

Aerobic Versus Anaerobic Rate Constants.Figures 2and 3 illustrate the BTEX degradation data for aerobicand anaerobic conditions, respectively. The data inFigure 2 indicate that benzene has the highest medianaerobic value (0.20 day–1), while o-xylene showed thelowest (0.035 day–1). The data in Figure 2 also illus-trate that in general the BTEX compounds had very

similar minimum-75th percentile ranges for aerobicdegradation rates. This is not the case for anaerobicconditions (see Figure 3). Toluene exhibited a medianof 0.03 day–1, which is the highest anaerobic valueamong the BTEX compounds. The data in Figures 2and 3 also show that, with the exception of ethylbenzene(for lack of data), aerobic biodegradation of BTEX

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344 Suarez and Rifai

compounds generally occurs at faster rates thananaerobic biodegradation. This is based on compar-ing aerobic and anaerobic median rate constants fromall reported studies. Benzene data showed the biggestdifference (three orders of magnitude) between aero-bic and anaerobic coefficients. The data in Figure 3indicate that the range of reported anaerobic con-stants for benzene is very wide. However, 42% of thestudies (mostly laboratory experiments) reported re-

calcitrance under anaerobic conditions. Field studies,ironically, showed little difference between the sizesof benzene plumes and other TEX plumes at thesesites. Possible explanations for this difference be-tween laboratory and field phenomena include insuf-ficient time in laboratory experiments for adaptationto occur and experimenting with benzene by itselfinstead of in a mixture, as is commonly found in theenvironment.

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 345

Figure 1. Overall rates of BTEX biodegradation.

Figure 2. Aerobic rates for BTEX compounds.

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346 Suarez and Rifai

Rate Constants for Various ElectronAcceptors

In order to determine the most favorable patterns forbiodegradation of fuel hydrocarbons, minimum-90thpercentile range and median values of rate coefficientsunder different electron-accepting processes wereevaluated for each compound. Results of the analysiscan be seen in Table 4. For instance, benzene exhibiteddecay coefficients via aerobic respiration, iron reduc-tion, and sulfate reduction within the minimum-90thpercentile ranges 0 to 0.445 day–1, 0 to 0.024 day–1, and0 to 0.023 day–1, respectively. Toluene biodegradationwas reported under all terminal electron-accepting pro-cesses (TEAPs) with median rate constants equal to0.17 day–1 for aerobic respiration, 0.09 day–1 for nitratereduction, 0.01 day–1 for iron reduction, 0.02 day–1 formethanogenesis, and 0.04 day–1 for sulfate reduction.Median values for anaerobic biodegradation ofethylbenzene varied between 0.0006 day–1 for sulfatereduction and 0.016 day–1 for nitrate reduction. Aero-bic respiration was the preferred pattern for the xylene

isomers with median values varying from 0.035 day–1

to 0.183 day–1.In all cases, aerobic respiration showed the high-

est decay constants. However, the TEAP for whichthe compounds showed the highest decay rates underanaerobic processes varied from one compound toanother. For example, anaerobic biodegradation ofbenzene was observed under iron- and sulfate-reduc-ing environments (median coefficients equal to 0.005day–1 and 0.003 day–1, respectively). The possibilityof biodegradation via either nitrate reduction ormethanogenesis was not clearly established (medianvalues equal to zero). For toluene, nitrate appeared tobe the most preferred electron acceptor under anaero-bic conditions with a median value of 0.09 day–1,whereas iron reduction showed the lowest rate coef-ficient (0.01 day–1). The highest anaerobic medianrate coefficients for ethylbenzene and xylenes wereobtained under nitrate-reducing (0.016 day–1) and sul-fate-reducing (0.056 day–1) conditions, respectively.

The degradation order is variable according tosite-specific conditions. In fact, comparison of some

Figure 3. Anaerobic rates for BTEX compounds.

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 347

studies with more than one BTEX compound leads todifferent sequences. For instance, B. Wilson et al.(1994) reported field rates of BTEX biodegradation

at Traverse City under methanogenic conditions withthe following order: toluene>o-xylene>m,p-xylene>benzene, while a study performed at Eglin AFB with

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348 Suarez and Rifai

CO2 as the main electron acceptor reported rates withthe sequence: o-xylene>toluene>ethylbenzene>m,p-xylene>benzene (J. Wilson et al., 1994). Experimentsperformed at Arvida Research Site (Borden et al.,1994) reported the sequence toluene>o-xylene>m,p-xylene>benzene when iron reduction is the main ter-minal electron-accepting process. In contrast, Wilsonet al. (1996) reported rates from a field study atTibbetts Road, where Fe(III) was the main electronacceptor, with the following order of biodegradabil-ity: toluene>m-xylene>o,p-xylene>ethylbenzene>benzene.

Rate Constants for ChlorinatedSolvent Biodegradation

As with fuels, data from 138 studies (field and labora-tory) were evaluated to estimate biodegradation coef-ficients for chlorinated compounds. Thirteen (13) ofthese studies reported Michaelis-Menten kinetics, 28reported zero-order rates, and 97 studies reported first-order constants. Among all the studies for chlorinatedcompounds, 56 experiments were conducted underaerobic conditions, 5 under mixed aerobic/anaerobicenvironments, and 77 under anaerobic conditions. Fifty-seven (57) of the studies reporting first-order rateswere laboratory experiments, while 40 were field/insitu studies. Among the studies reporting zero-orderrates, 12 correspond to laboratory experiments and 16to field studies. All the data reporting Michaelis-Mentenkinetics came from laboratory studies.

Michaelis-Menten Rates

Data from 13 studies reporting Monod kinetics arepresented in Table 5. Half-saturation constants variedfrom 0.6 mg/L to 29.5 mg/L for TCE and from0.17 mg/L to 28 mg/L for DCE. Additionally, reportedmaximum specific degradation rates were within theranges 0.038 to 478.59 mgcompound/mgprotein-day for TCE,and 0 to 11,115 mgcompound/mgprotein-day for DCE. Asobserved with data for BTEX, the particular condi-tions of the experiment cause the measured parametersto vary widely.

Zero-Order Rates

A summary of more than 40 studies reporting zero-order rates is included in Table 6. The reported zero-order rates ranged from 0 to 19.8 mg/L-day with meanvalues for anaerobic rates of 0.04, 2.14, 1.80, 1.74, and0.11 mg/L-day for carbon tetrachloride, DCE, PCE,TCE, and vinyl chloride, respectively. TCE appearedto be reductively dechlorinated at the fastest rate coef-ficient, with a median equal to 0.76 mg/L-day. In

contrast, vinyl chloride exhibited the slowest rate co-efficient of reductive dechlorination with a medianvalue of 0.01 mg/L-day.

First-Order Rate Constants

Table 7 contains a summary of first order decay coef-ficients from both field and laboratory studies. As canbe seen in Table 7, first-order rate constants for chlo-rinated solvents varied from 0 to 1.03 day–1 in 90% ofthe cases, with mean values equal to 0.11, 0.02, 0.14,0.05, 0.26, 0.17, and 0.23 day–1 for carbon tetrachlo-ride, DCA, DCE, PCE, TCA, TCE, and vinyl chloride,respectively. The range minimum-90th percentile foraerobic rates was 0 to 1.35 day–1, while for anaerobicrates it was 0 to 1.11 day–1. Field rates from aerobic/anaerobic studies ranged from 0 to 1.96 day–1. Thecompound that showed the highest mean value underaerobic conditions was vinyl chloride (1.73 day–1),while TCA exhibited the highest mean anaerobic ratecoefficient (0.35 day–1).

Overall, first-order rate coefficients of chlorinatedsolvent biodegradation were plotted in Figure 4. Thedata in Figure 4 show that carbon tetrachlorideexhibited decay coefficients between 0.004 and0.49 day–1; DCA presented coefficients from 0 day–1

to 0.131 day–1; rate constants for DCE varied upto 1.96 day–1; PCE, TCA, and TCE exhibited ratecoefficients within the ranges 0 to 0.41 day–1, 0 to2.33 day–1, and 0 to 313 day–1, respectively; and vinylchloride showed decay constants varying from 0 to1.96 day–1. The highest and lowest median rate con-stants were exhibited by TCA (0.26 day–1) and DCA(0.02 day–1), respectively. These decay coefficientswere obtained in studies conducted at temperaturesbetween 4 and 30°C.

Figures 5 and 6 depict the different ranges ofdecay coefficients for chlorinated compounds underaerobic and anaerobic conditions, respectively. Thedata in Figure 5 show that the ranges minimum-75thpercentile for aerobic biodegradation of chlorinatedsolvents are 0.014 to 0.123 day–1, 0 to 0.714 day–1, 0 to0.037 day–1, 0 to 0.04 day–1, 0.024 to 0.88 day–1, and0.055 to 1.62 day–1 for DCA, DCE, PCE, TCA, TCE,and vinyl chloride, respectively. Vinyl chloride hadthe highest median value (1.04 day–1), while TCAshowed the lowest median value (0.013 day–1). Inaddition, anaerobic rate constants, as depicted in Fig-ure 6, had ranges minimum-75th percentile between0.004 to 0.16 day–1 for carbon tetrachloride, 0 to0.003 day–1 for DCA, 0 to 0.006 day–1 for DCE, 0 to0.11 day–1 for PCE, 0 to 0.67 day–1 for TCA, 0 to0.008 day–1 for TCE, and 0 to 0.27 day–1 for vinylchloride.

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 349

Laboratory vs. Field Rate Constants

A comparison between field and laboratory biodegra-dation constants for anaerobic studies shows that con-stants obtained from laboratory studies are generallyhigher that those obtained from field studies (Fig-ure 6). All the studied compounds showed higher

median value of rate constants in laboratory studiesthan in field studies with PCE exhibiting the greatestlaboratory/field median coefficient ratio (125). Theother compounds showed differences up to one orderof magnitude. The ranges of the reported rate constantswere also greater for laboratory studies than for fieldstudies.

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350 Suarez and Rifai

Aerobic Vs. Anaerobic Rate Constants.As would beexpected, highly chlorinated compounds (i.e., PCEand TCA) showed faster rate constants under anaero-bic conditions (i.e., reductive dechlorination). PCE,however, exhibited higher median and 75th valuesunder aerobic than under anaerobic conditions (seeFigures 5 and 6). In contrast, DCE, DCA, and vinylchloride, less chlorinated compounds, showed differ-ences between median values from aerobic and anaero-bic data of 4-, 34-, and 147-fold, respectively.

First-Order Rate Constants among Different RedoxConditions. Table 8 contains coefficients of chlori-nated solvent biodegradation under different redoxconditions. Data show that reductive dechlorinationdoes not occur if there is nitrate in the environment.Most of the studies reported reductive dechlorinationunder sulfate-reducing and methanogenic conditions,which suggests that those are the most favorable redoxconditions for the biodegradation of the highly chlori-nated solvents.

Patterns of Biodegradation of Fuelsand Chlorinated Solvents

Patterns of BTEX Biodegradation

The biodegradability of BTEX under different TEAPswas determined based on the number of studies report-ing recalcitrance of a compound under a specific redoxcondition. Such analysis was performed by ranking thefrequency of biodegradation of a compound underdetermined TEAP into five categories. A summary ofthe results is presented in Table 9. As can be seen inTable 9, benzene has very high potential for aerobic

biodegradation because only 8% of the studies re-ported recalcitrance. Benzene also exhibited potentialfor biodegradation via iron reduction, although thereaction is slower than aerobic respiration (medianhalf-life of 140 days vs. median half-life of 4 daysunder aerobic respiration). Toluene seems to be a readilybiodegradable compound under aerobic and anaerobicconditions with the maximum percentage of recalci-trance (13%) occurring under fermentative conditions(methanogenesis). No data were found for the aerobicbiodegradation of ethylbenzene. Nevertheless,ethylbenzene exhibited a high potential for biodegra-dation via denitrification and moderate potential viairon reduction with 19 and 29% of the studies report-ing recalcitrance, respectively. The xylene isomers hadvariable patterns of biodegradation. For instance, sul-fate reduction has the highest potential for biodegrada-tion of m-xylene, as none of the studies reported recal-citrance and the median half-life was only 12 days.Iron reduction presented a very high possibility for thebiodegradation of m-xylene as well with 0% recalci-trance, but with a longer half-life than sulfate reduc-tion (283 days). The processes that had the highestpotential for biodegradation of o-xylene and p-xylenewere aerobic respiration and methanogenesis, respec-tively, with no studies reporting recalcitrance.

Patterns of Chlorinated SolventBiodegradation

The biodegradability under different electron accep-tors for each one of the chlorinated solvents was ana-lyzed in the same way performed for BTEX. As sum-marized in Table 10, DCA presented very high potentialfor biodegradation via aerobic cometabolism and re-

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 351

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352 Suarez and Rifai

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 353

ductive dechlorination with none of the studies report-ing recalcitrance. Median half-lives for this compoundwere 1260 days and 15 days for reductive dechlorina-tion and cometabolism, respectively. DCE exhibited ahigh potential for aerobic cometabolism with 11% ofthe studies showing recalcitrance and a very shortmedian half-life (1 day). None of the 44 studies onreductive dechlorination of DCE reported recalcitrance,which leads to the conclusion that DCE may undergothis process, although with a relatively slow rate (me-dian half-life equal to 234 days). The process thatexhibited the highest potential for biodegradation ofPCE and TCA was reductive dechlorination with 86and 84% of the analyzed studies showing biotransfor-mation, respectively. Median half-lives for reductivedechlorination of PCE and TCA were 34 and 24 days,respectively. With respect to TCE, none of the 17studies reporting aerobic cometabolism (most of themlaboratory studies) showed recalcitrance and the me-dian half-life was very short (3 days). Reductive dechlo-rination also appeared to be a very good alternative forbiotransformation of TCE with only 9% of 56 studiesreporting recalcitrance and median half-life equal to201 days. Finally, vinyl chloride exhibited a very highpotential for biodegradation under aerobic conditions

with no studies showing recalcitrance and median half-lives of 8 days and 0.462 days for oxidation andcometabolism, respectively.

Summary and Conclusions

The present study compiled an extensive database ofreported decay rates for BTEX and chlorinated solventcompounds. The resulting database can be used todraw conclusions regarding the biodegradation of fueland chlorinated compounds at the laboratory and fieldscales:

• Both BTEX compounds and chlorinated solventshave been demonstrated in field and laboratorystudies to biodegrade under a variety of electronacceptor conditions. The rate at which each one ofthese compounds biodegrades is highly dependenton both the compound itself and site-specific con-ditions.

• Ranges of decay coefficients derived from labora-tory studies were always higher than those fromfield studies. This was expected because ambientconditions that favor biodegradation can be easilycontrolled at the laboratory-scale.

Figure 4. Overall rates of chlorinated solvent biodegradation

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354 Suarez and Rifai

Figure 5. Rates of aerobic cometabolism of chlorinated solvents.

Figure 6. Anaerobic rates for chlorinated solvent.

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 355

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356 Suarez and Rifai

• The minimum-90th percentile range of reportedfirst-order biodegradation coefficients for BTEXcompounds were 0 to 0.445 day–1 and 0 to 0.522day–1 under aerobic and anaerobic conditions, re-spectively.

• The median reported decay coefficients for ben-zene, toluene, and xylene under aerobic conditionswere very similar with an average median value of0.16 per day. Under anaerobic conditions, how-ever, median rate constants differed by orders ofmagnitude, with the smallest being that for ben-zene (0.03% per day) and the highest for toluene(3.3% per day).

• For all the fuel hydrocarbons, aerobic respirationshowed the highest biodegradation coefficients.However, under anaerobic conditions the com-

pounds exhibited different preferred electron ac-ceptors. Benzene, for instance, showed the highestmedian value under iron reduction (0.5% per day).For toluene, nitrate appeared to be the most pre-ferred electron acceptor yielding a median rate of0.09 day–1. The highest anaerobic median rate con-stants for ethylbenzene and xylenes were obtainedunder nitrate-reducing (0.0158 day–1) and sulfate-reducing (0.056 day–1) conditions, respectively.

• Concerning the relative order of biodegradabilityof BTEX compounds under different electron-ac-cepting processes, it can be concluded that whenfuel hydrocarbons are being transformed via aero-bic respiration, benzene is the compound that bio-degrades fastest followed by p-xylene, toluene, m-xylene, and o-xylene (from the standpoint of

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Biodegradation Rates for Fuel Hydrocarbons and Chlorinated Solvents in Groundwater 357

median values). Among all anaerobic processes,toluene is the compound that biodegrades first,with the exception of sulfate reduction under whichm-xylene has the greatest median decay coeffi-cient.

• Overall, toluene exhibited very high potential forbiodegradation with only 7% of 135 studies re-porting recalcitrance, while benzene showed a lowpotential for anaerobic biodegradation with 38%of 117 studies reporting recalcitrance and a high

potential under aerobic conditions with 8% of 26studies reporting recalcitrance.

• The minimum-90th percentile ranges of first-or-der decay coefficients reported in literature forchlorinated solvents were 0 to 1.42 day–1 and 0 to1.28 day–1 under aerobic and anaerobic conditions,respectively.

• The higher-chlorinated solvents biodegrade anaero-bically with an average median rate constant of0.033 day–1, while the less-chlorinated solvents

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358 Suarez and Rifai

biodegrade aerobically with an average mediancoefficient of 0.16 day–1.

• Among the less-chlorinated solvents, the mostreadily biodegradable compound under both aero-bic oxidation and cometabolism was vinyl chlo-ride. On the other hand, TCA was the higher-chlorinated compound that exhibited the highestmedian decay constant for reductive dechlorina-tion.

• The median reported degradation rate coefficientsfor chlorinated compounds varied up to two ordersof magnitude, and they were lowest for DCA(0.07% per day) and highest for vinyl chloride(5.1% per day).

• Carbon tetrachloride, DCA, DCE, and vinyl chlo-ride had very high potential of biodegradation with0, 8, 5, and 0% of studies reporting recalcitrance,respectively. TCE showed a high potential of bio-degradation with 14% of 85 studies reporting re-calcitrance, whereas PCE and TCA evidenced mod-erate potential of biodegradation with 28 and 30%of recalcitrance, respectively.

The database presented in this paper illustratesthe published biodegradation rate data in the generalliterature as of 1998 for BTEX and chlorinated hy-drocarbons. This compilation provides reported rangesof zero-order, first-order and Michaelis-Menten ki-netic coefficients for a total of 14 compounds. Thedata compilation also provides some insight into thepatterns of biodegradation observed at the field- andlaboratory-scales. The most straightforward use ofthe database is a comparative tool when one is inter-ested in assessing how the derived biodecay rate froma site compares with values already reported in theliterature. Others might use the information in thisdatabase, along with attenuation models (e.g.,Bioscreen [Newell et al., 1996], Biochlor [Aziz et al.,1999], BIOPLUME III [Rifai et al., 1997], etc.), toestimate the range of behaviors expected at a specificsite, prior to groundwater monitoring network designand data collection. It is not recommended that theresults in this database be used with predictive mod-els as an alternative to site-specific groundwatermonitoring.

Acknowledgments

Funding for this research was provided by the Ameri-can Petroleum Institute, Union Carbide Corporation

and the Gulf Coast Hazardous Substance ResearchCenter. Their support is greatly acknowledged.

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