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Bioremediation of diesel-contaminated soil by heated and humidified biopile system in cold climates

Bioremediation of diesel-contaminated soil by heated and humidified biopile system in cold climates
Bioremediation of diesel-contaminated soil by heated and humidified biopile system in cold climates

Bioremediation of diesel-contaminated soil by heated and humidi ?ed biopile system in cold climates

David Sanscartier ?,Barbara Zeeb,Iris Koch,Ken Reimer 1

Environmental Sciences Group,Royal Military College of Canada,Canada

a b s t r a c t

a r t i c l e i n f o Article history:

Received 4September 2007Accepted 24July 2008Keywords:

Bioremediation Hydrocarbons

Arctic environments Aeration Heating

Humidi ?cation

Bioremediation is a proven and widely accepted technology for the remediation of soil contaminated with various mixtures of petroleum hydrocarbons (PHC)in temperate climates but its application in cold climates has received far less attention.Low ambient temperature is one of the main factors limiting microbial degradation of the organic contaminants in such locations.Heating the soil should therefore enhance bioremediation as laboratory studies have shown increased biodegradation rates in Arctic soils with increasing soil temperature.

A biopile is one of the many bioremediation techniques to treat hydrocarbon-contaminated soil where the soil is piled over an air distribution system and aerated.The air distribution system can also be used to provide heat to the soil in order to optimize soil temperature when conditions are limiting.However,heating the soil by forced air may cause excessive drying of the soil which may inhibit microbial activity and promote volatilization of the contaminants rather than their biodegradation.During treatment of hydrocarbon contaminated soils in a biopile system,biodegradation is preferred over volatilization and should be optimized.Few ?eld-scale studies have tested the use of heated biopile systems in cold climates.This paper examines the effect of humidifying the air for the treatment of PHC-contaminated soil by an aerated/heated biopile system.Three biopiles were constructed with soil freshly contaminated with diesel fuel (initial total petroleum hydrocarbon concentration,[TPH],~11,000mg/kg dry weight)and operated for 10months in Kingston,ON,Canada.One biopile was heated with an aerating/heating system previously tested in the Arctic.A second biopile was also aerated and heated but received water by humidifying the air prior to entering the soil pile.A third biopile was passively aerated by pipes protruding from the soil pile.TPH,available nutrients content,and pH were monitored by periodic collection and analysis of soil samples.Volatilization of hydrocarbon compounds was measured by trapping them on activated charcoal.Temperature and moisture were monitored continuously with a datalogger.Hydrocarbon concentrations in soil and charcoal samples were measured by solvent extraction followed by gas chromatography ?ame ionization detection (GC/FID)analysis.

Signi ?cant TPH reduction was observed in all systems.TPH reduction followed ?rst-order kinetics for the ?rst two-third of the treatment.The humidi ?ed system maintained optimal soil moisture content and produced signi ?cantly lower ?nal TPH than the other two treatments (~300mg/kg dry weight).Findings suggest that humidifying the air enhanced biodegradation and minimized volatilization.The removal of hydrocarbons of different carbon chain lengths was investigated by GC/FID analysis.Three hydrocarbon fractions were de ?ned (b nC11,nC11?nC15,N nC15)based on equivalent straight-chain alkane ranges.Results from this analysis showed that all fractions were removed during treatment,but the overall data suggest that biodegradation was dominant for the highest molecular weight fraction.

Crown Copyright ?2008Published by Elsevier B.V.All rights reserved.

1.Introduction

Fuel spills result in hydrocarbon contamination on a global scale.In Canada,approximately 60%of contaminated sites involve petroleum hydrocarbon (PHC)contamination,including sites in cold climates and

the Arctic,which may impair the quality and uses of land and water (CCME 2000).Despite improved handling practices,spills are still frequent in the Arctic where re ?ned hydrocarbons,mainly diesel,are widely used for transportation,power generation and heating.In addition,numerous historic spills still remain to be addressed in these areas.Therefore cost effective and environmentally-sound soil remediation technologies are required.

Bioremediation is now a widely accepted solution for the treatment of PHC-contaminated soils in temperate climates (Dobson et al.,2004)and is increasingly viewed as an appropriate clean-up

Cold Regions Science and Technology 55(2009)167–

173

?Corresponding author.Fax:+16135416596.

E-mail addresses:david.sanscartier@rmc.ca (D.Sanscartier),reimer-k@rmc.ca (K.Reimer).1

Fax:+16135416596.

0165-232X/$–see front matter.Crown Copyright ?2008Published by Elsevier B.V.All rights reserved.doi:

10.1016/j.coldregions.2008.07.004

Contents lists available at ScienceDirect

Cold Regions Science and Technology

j o u r n a l h o m e p a g e :w ww.e l s ev i e r.c o m /l o c a t e /c o l d re g i o n s

option for this type of contamination in cold climates(Aislabie et al., 2006).Its practical application in cold regions has received far less attention than in temperate https://www.wendangku.net/doc/4917796715.html,boratory and?eld-scale studies have shown the potential of this technology for the treatment of PHC-contaminated soil in cold temperature(Filler et al.,2001;Reimer et al., 2003;Aislabie et al.,2006;Schiewer and Niemeyer,2006).Soil nutrient content and low temperature are two of the main factors limiting the rate and the extent of hydrocarbon biodegradation.

Biodegradation is thought to be the main PHC removal process during bioremediation but volatilization can also play an important role(Margesin et al.,2000;Riffaldi et al.,2006).The release of volatile organic compounds(VOCs)to the atmosphere can contribute to reduced air quality(vanLoon and Duffy,2000);thus it should be minimized during soil remediation.Consequently some treatment systems include?lters to control air emissions(EC1993).

Landfarms and biopiles are two approaches that can be used to treat PHC-contaminated soil on-site.In landfarming,soil is spread over large areas,and can be amended with water,fertilizers,and surfactants.The soil is then tilled periodically to promote volatiliza-tion and biodegradation of the contaminants.It is currently used at numerous sites in the Arctic.For example,McCarthy et al.(2004) remediated3,600m3of PHC-contaminated soil from~1,400to ~430mg/kg in55days in Alaska with this technique.

In a biopile system,soil is amended and piled over a piping system through which air is delivered to the soil.Biopiles require less area than landfarms for treating the same volume of soil but require greater engineering and are relatively more expensive to build and operate than landfarms.Aeration can be forced or passive.Air pumps generally provide a better distribution of the air in the pile but require power,not always available in remote locations.A wind-powered biopile system was used to treat~15,000m3of PHC-contaminated soil at Savitok Point,North West Territories,Canada(ESG,2001). Concentrations were reduced from~7000to800mg/kg over a two-year period.Northern sites experience warm temperature for short period during the summer.A heating system can be incorporated into a biopile design to increase soil temperature and extend treatment season,thereby shortening remediation time.Increased temperature enhances microbial activity and contaminants availability(Aislabie et al.,2006).These characteristics can be important advantages of biopiles over landfarms at Arctic sites when time,space,property boundaries,and rough terrain can be constraints.At some Arctic remote military stations,where PHC contamination is often present, electricity may be produced in excess of usage and thus be available for heating the soil in a biopile system to speed up remediation (Cameron,2007).

Few studies have tested the use of heated biopiles to treat PHC-contaminated soil in the Arctic(Filler et al.,2001;Reimer et al.,2003). Reimer et al.(2003)tested a heated biopile system in the Canadian Arctic.In this system,the air was heated prior to being injected in the soil.The soil temperature was maintained at~15°C despite daily temperature as low as?42°C.Soil PHC concentrations were reduced by up to~60%from initial concentrations of~5000mg/kg. Alternatives to this system include heating cables and blankets(Filler et al.,2001).A major advantage of heating the injected air is that it delivers air and heat to the soil in one step,thereby simplifying design. However the aerated/heated system caused excessive drying of the soil that may have inhibited microbial activity and promoted volatilization of the contaminants(Reimer et al.,2003).

In the present study,we investigated the effect of humidifying the air on the treatment of PHC-contaminated soil by the aerated/heated biopile system.Field-scale biopiles were constructed with soil freshly contaminated with diesel fuel and operated at different aeration/heating regimes for10months in Kingston,ON,Canada.The test was conducted partly during the winter to test the equipment in cold conditions (average temperature in the winter of?6°C).The contribution of volatilization on the removal of PHCs was also investigated.2.Materials and methods

2.1.Biopile design

Three4m3biopiles were built at Canadian Forces Base(CFB) Kingston,Kingston,ON.Two piles were mechanically aerated and heated.For one of the two heated biopiles,air was humidi?ed prior to entering the soil.The third biopile was not heated but was passively aerated by slotted pipes protruding from the soil pile.These pipes were laid out in the direction of prevailing wind.Throughout the paper,the three biopiles will be referred to as heated biopile/system for the actively aerated and heated biopile;humidi?ed biopile/system for the actively aerated,heated and humidi?ed biopile;and passive biopile/system for the passively aerated biopile.Treatment was initiated on Nov22,04,and terminated on Sept14,05.

Nine cubic meters of clayey soil contaminated with heating oil was excavated from CFB Kingston.Individual biopiles were constructed by spreading~3m3of the soil on a tarpaulin.Bulking agents(~0.4m3of vermiculite,~0.4m3of sand,and~0.4m3of3/4″clean gravel)were mixed-in to improve soil porosity.The initial characteristics of the resulting soil mixture are presented in Table1.The following amend-ments were spread on the soil mixture:i)an anionic biodegradable synthetic surfactant(BioSolve?,Westford Chemical Corporation, Westford,ME)solution(20L of1.5%solution);ii)agricultural fertilizers (urea—(NH2)2CO and diammonium phosphate—(NH4)2HPO4)to obtain a C:N:P of100:7.5:0.5;iii)75L of commercial diesel fuel;and iv) water to adjust soil moisture to60%water holding capacity.The soil was then thoroughly homogenized with a rototiller.Biosolve?is manufac-tured as a bioremediation-enhancing agent and has shown to stimulate bioremediation in Arctic soil(Reimer et al.,2003).Fertilizers were added as the application of nutrients has shown to enhance bioremediation (Aislabie et al.,2006;Schiewer and Niemeyer,2006).The effects of amendments on bioremediation were not investigated in this study.The soil mixture was piled over aeration pipes and a thin layer(5cm)of clean ?ne sand in a containment area,consisting of a lined and bermed?at area.An exhaust was installed on top of the pile.The pile was then covered by an insulating blanket(Polyair?,Toronto,ON)that was sealed to a similar blanket laid underneath the clean sand to provide an enclosed system and reduce heat losses.Fig.1presents a simpli?ed diagram of a system.All biopiles were constructed in the same manner; each in separate containment area.

Five thermocouples(105T,Campbell Scienti?c,Edmonton,AB)and three gypsum soil-moisture blocks(223,Campbell Scienti?c)were inserted in each biopile to measure soil temperature and soil water potential.Hourly average measurements were recorded by the datalogger(CR23X,Campbell Scienti?c).Outdoor air temperatures were obtained from Environment Canada climate archive(EC,2005). Soil–gas oxygen levels were measured periodically with a gas portable analyzer(TMX-410,Industrial Scienti?c,Oakdale,PA)from three sampling probes.Sensors and probes locations are shown in Fig.1.

Table1

Characteristics of the soil mixture prior to the application of surfactant,fertilizers and diesel

Parameter(unit)Value

Particle size distribution(%)

Gravel(N2mm) 4.6 Coarse sand(2–0.5mm)47.6 Medium sand(0.5–0.25mm)16.3 Fine sand(0.25–0.075mm)16.6 Silt and clay(b0.075mm)14.9 TPH(mg/kg dw)1000 Total organic carbon(%) 1.1 Ammonia(mg/kg dw)ND a Nitrite+nitrate(mg/kg dw)ND a Orthophosphates(mg/kg dw)0.6

a ND=below detection limit(2mg/kg dw).

168 D.Sanscartier et al./Cold Regions Science and Technology55(2009)167–173

Aeration was provided by a regenerative blower (EG&G Rotron,Kent,OH).Heating was carried out with a 2kW heating element (Watlow,St.Louis,MO)connected to the outlet of the blower.The air was delivered to the soil in 2″ABS piping and 4″slotted ?exible plastic piping covered by a membrane.Air ?ow to the heated and the humidi ?ed biopiles was controlled by valves installed after the heater and adjusted manually periodically.Air ?ow was initially set to ~70L/min,increased to ~700L/min during the winter and decreased to ~210L/min the following spring.

Humidi ?cation was carried out by injecting a water mist in the air stream after the heater.The mist was produced by a fuel injection nozzle connected to tap water.Before injection,the water was ?ltered with a 30μm ?lter and heated to ~50°C.The humidifying system was installed in a temperature-controlled box.Relative humidity of the air stream was measured periodically with a handheld thermo-hygro-meter (Fisher Scienti ?c,Ottawa,ON).2.2.Sampling,analysis and monitoring

2.2.1.Soil

Soil sampling of the biopiles was conducted six times (Nov.22,04;Dec.21,04;Jan.21,05;Mar.15,05;May 05,05;and Sept.14,05).At each sampling event,10samples (?ve at surface [0–10cm]and ?ve at depth [60–80cm])were collected from each biopile.Samples could not be collected from the passive pile in Jan and Mar because it was frozen.At the end of the experiment,three samples were collected in the clean sand layers and from outside the containment areas to assess leaching.Surface soil samples were collected with reusable stainless steel scoop and depth samples with an auger.Samples were placed in:i)125mL amber jars with Te ?on lined lids and stored at ?20°C (for PHC and pH analysis);and ii)into Whirl-Paks ?stored at 7°C (for nutrients analysis).

Soil PHC concentrations were determined as Total Petroleum Hydrocarbons (TPH)with data analysis allowing for the identi ?cation of PHC fractions equivalent to a carbon scan (C-Scan)standard.Hexane extraction (U.S.EPA,1996)of an aliquot of soil was followed by analysis of the extract by gas chromatography /?ame ionization detection (GC/FID)(U.S.EPA,2000).A TPH standard was prepared with commercial diesel fuel.A C-Scan standard was prepared with straight-chain alkanes (nC10,nC12,…,nC28)(Sigma-Aldrich Canada Ltd,Oakville,ON).For data analysis and reporting,three C-Scan fractions were de ?ned as follows:C-Scan fraction 1(CF1):b nC11,C-Scan fraction 2(CF2):nC11–nC15,and C-Scan fraction 3(CF3):N nC15.The fraction data provide more information than TPH alone,and are of great use to assess the mechanisms involved in the removal of PHC mixtures such as diesel from soil and to properly evaluate risks associated with residual PHCs in the remediated soil.Soil moisture content was measured gravimetrically by weighing ~10g of wet soil,drying overnight at 105°C and weighing it again.Data were reported as TPH and by C-Scan fractions in mg/kg of soil (dry weight —dw).

Soil pH was carried out with ~10g of wet soil mixed with 30ml of distilled water.The slurry was left undisturbed for 2h to allow settling of soil and pH of the solution was taken.

In this study the expression “available nutrients ”refers to the concentration of available nitrogen (N)(i.e.ammonia (NH 3),and

nitrate and nitrite (NO 3?+NO 2?)),and orthophosphates (PO 43?

).NH 3and

NO 3?+NO 2?

(reported as N)were determined by extracting an aliquot of soil sample with 2M solution of potassium chloride (KCl)and mixing for 30min.The slurry was then ?ltered.The ?ltrate was analyzed using colorimetric methods 4500-NH 3G and 4500-NO 3H (APHA et al.,

2005).PO 43?

was extracted from soil with a 0.5M solution of sodium hydrogen carbonate (NaHCO 3)by mixing for 30min.The slurry was then ?ltered.The ?ltrate was analyzed using colorimetric method 4500-P (APHA et al.,2005).Data were reported in mg/kg dw.

Total Organic Carbon (TOC)was determined based on U.S EPA,(1996).Sieved,dried samples were exposed to hydrochloric acid (HCl)fumes to decompose carbonates.Samples were then analyzed with a combustion/infrared analyzer (CS-244LECO?).

2.2.2.Diesel volatilization

Two different methods were utilized to measure the volatilization of diesel from the heated and the humidi ?ed biopiles.Volatilization from the passive system was not measured because it did not provide an enclosed system.The ?rst method consisted of passing the air ef ?uent from the biopiles through ?lters of granular activated carbon (GAC)(AC Carbon Canada,St-Jean-sur-Richelieu,QC).Moisture captured on the GAC froze and made the ?lters inoperable after b two months of operation.Starting on Feb 15,05,air samples were collected by pumping (0.2L/min for 98min)through charcoal tubes.VOC concentrations on GAC samples and charcoal tubes were determined by extraction with carbon disul ?de (CS 2)followed by analysis of the extract by GC/FID (method adapted from NIOSH,2003)with C-Scan data analysis.

2.2.

3.Statistical analysis

PHC data (TPH and fractions)were transformed to the logarithm base 10in order to allow the use of parametric statistics.Analysis of Variance (ANOVA)was used.No transformation was suitable for the pH data so a non-parametric statistical analysis (Kruskal –Wallis test)was conducted.Signi ?cance was accepted at α=0.05(95%con ?dence level)for all statistical analysis.3.Results and discussion 3.1.Temperature

The mean soil temperatures of the heated system and the humidi ?ed system were maintained above the freezing point during winter while outdoor air temperatures reached as low as ?20°C (Fig.2).Average temperatures in the heated and the humidi ?ed systems ?uctuated for the ?rst two months before proper adjustment of the heating and aerating system was achieved.For this period of time,average temperatures were 5.8and 11.7°C in the heated and the humidi ?ed systems respectively.These temperature ranges were shown to promote biodegradation of PHCs (Coulon et al.,2005;Schiewer and Niemeyer,2006).In cold regions,maintaining soil temperature of 5–10°C would enhance biodegradation and bioavail-ability of the contaminants without being detrimental to native cold-tolerant soil micro-organisms (Coulon et al.,2005).Temperature in the passive biopile (not heated)followed the air temperature trend.This pile was frozen from Dec 26,04to Apr 5,05.3.2.Moisture

Initial mean water potential (WP)was ~?25kPa in all three piles (Fig.3),equivalent to ~60%of the soil water holding capacity.

A

Fig.1.Diagram representing the general features of the biopile design,dimensions and locations of sensors (T:thermocouples,G:soil –gas probes,and M:soil-moisture blocks).

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D.Sanscartier et al./Cold Regions Science and Technology 55(2009)167–173

decrease in WP signi ?es a decrease of soil moisture content.The humidifying system provided 5±1kg of water/d which resulted in a slight WP increase and maintained soil moisture within the optimum range for bioremediation (Aislabie et al.,2006).In contrast,the heated (not humidi ?ed)system and the passive system both experienced drying starting in Apr 05.Drying was likely due to the combination of the dry heated air (heated pile only),increasing outdoor air temperature and solar heat gain.Sensors froze during the winter in the passive system;WP data thus were not available during this period.Sensors started functioning properly upon thawing.3.3.pH

Initial and ?nal mean soil pH values are presented in Table 2.The soil in all biopiles was slightly alkaline throughout the experiment which should not have limited bioremediation.The humidi ?ed biopile was the only system to experience a signi ?cant drop in https://www.wendangku.net/doc/4917796715.html,anic acids may accumulate during biodegradation (Aislabie et al.,2006),a drop in pH thus may indicate greater microbial activity in the humidi ?ed system.Lower ?nal soil pH in this system may also be explained by the pH of the tap water (pH=6.9±0.1)that was injected into the soil.3.4.Oxygen

An average of 20.4±0.5%vol.was measured in the soil pores of all biopiles with a low of 17.6±0.1%vol.in the heated and the humidi ?ed

biopiles and a low of 13.8±0.1%vol.in the passive biopile.Biode-gradation should not have been limited by availability of O 2in the heated and the humidi ?ed systems but may have been slowed by the lower O 2content in the passive system.3.5.Diesel removal

Initially,there were no signi ?cant differences in TPH between treatments (Table 2).Signi ?cant reduction was observed in all treatments over time.The humidi ?ed biopile produced signi ?cantly lower ?nal TPH than the other two biopiles.Fig.4presents TPH over time (log-linear scale).In Jan and Mar 05,the humidi ?ed system had signi ?cantly lower TPH than the heated system (data is not available for passive system because it was frozen at those sampling events).Faster reduction in the humidi ?ed pile was likely due to the higher temperatures of the soil in this system up to Jan 28,05(Fig.2).The 6°C difference in average temperatures between those two piles for the ?rst two months of treatment does not seem to have affected the extent of bioremediation.By May 05,TPH levels were equivalent in

the

Fig.3.Average soil water potential (WP).WP was not measured in the passive system during the winter due to freezing of the sensors.

Table 2

Initial and ?nal mean Total Petroleum Hydrocarbon (TPH)values,C-Scan fraction values (C-Scan F1—CF1;C-Scan F2—CF2;C-Scan F3—CF3),percent contribution of C-Scan F3on TPH (%CF3),TPH reduction rates (k-values),soil pH,and results of statistical analysis Parameters

Biopiles

Heated

Humidi ?ed Passive TPH (mg/kg dw)

a,b

Initial 11,000±5000A 9600±4400A 13,000±9000A Final 500±400B 290±480C 1000±1300B CF1(mg/kg dw)a,b Initial 1400±800A 700±230A 1200±1100A Final ND c

B ND c

B 70±130B CF2(mg/kg dw)a,b Initial 4400±1900A 3500±1700A 4700±3600A Final 120±70B

C 100±160C 410±560B CF3(mg/kg dw)a,b Initial 5300±2400A 5400±2500A 6900±4600A Final 420±380B 190±310C 540±630B %CF3

a,b

Initial 48±2A 56±2A 56±5A Final 72±9B 66±12B 60±9A k -values (d ?1)0.0170.0190.013Soil pH a,d

Initial 8.6±0.4A 8.5±0.1A 8.5±0.4A Final

8.1±0.5

A

7.7±0.1

B

7.9±0.5

A

a

Values with different letters indicate signi ?cant difference (α=0.05)between treatments and sampling time within each chemical analysis (i.e.TPH,CF1,CF2,CF3,%CF3,and pH).b

Uncertainties are one standard deviation from the mean (n =10).c

ND=below detection limit (40mg/kg dry soil).d

Uncertainties are one standard deviation from the mean (n =

4).

Fig.4.Mean Total Petroleum Hydrocarbons (TPH)reduction in the heated (5)the humidi ?ed (D )and passive (o )biopiles (log-linear scale).Samples were not collected from the passive system in Jan and Mar because frozen.Error bars are one standard deviation from the mean (n =10);only one side is presented for

clarity.

Fig.2.Average outdoor air temperature and soil temperatures.

170 D.Sanscartier et al./Cold Regions Science and Technology 55(2009)167–173

heated and the humidi ?ed biopiles.This observation suggests that heating the soil to ~5°C is suf ?cient to promote signi ?cant bioremediation.Despite being frozen for more than three months during the winter,a signi ?cant TPH decrease was measured in the passive system between Dec 04and May 05.However,TPH in this pile was still signi ?cantly higher than that of the other two piles at that point.In May 05,the heated pile reached a TPH residual plateau as no signi ?cant reduction was observed subsequently (despite slight measured volatilization [Fig.5]);a possible consequence of the rapid drying of this pile after Apr 05(Fig.3).This residual plateau was not observed in the humidi ?ed and the passive systems;signi ?cant TPH reduction was measured in those piles after May 05.The moister soils likely maintained microbial activity.The higher ?nal TPH level in the passive biopile suggests limiting conditions (i.e.O 2availability and lower temperature)and slower volatilization rates in this pile.

Hydrocarbon loss during bioremediation is typically modeled by ?rst-order kinetic (Zytner et al.,2001;Namkoong et al.,2002).First-order TPH reduction rates (k-values —Table 2)were obtained by linear regression of the Ln-transformed average TPH values of the Nov 04to May 05period.TPH reduction stalled or followed a linear trend afterwards;the Sept 05data thus were left out of the regression.K-values decreased in the following order:humidi ?ed pile N heated pile N passive pile,consistent with the TPH measurements.TPH reduction rates are consistent with that reported in the literature.In bench-scale studies,a range of k-values from 0.028to 0.21d ?1has been observed for diesel-contaminated soils (Zytner et al.,2001;Namkoong et al.,2002).Slower rates than that in the laboratory can be expected in ?eld-scale experiments (Davis et al.,2003).

Initially,there were no signi ?cant differences in individual fractions levels between treatments (Table 2).Levels of the three PHC fractions were signi ?cantly reduced in all biopiles over time (Table 2).Treatments were equally ef ?cient in reducing CF1concentrations.The ?nal CF2level in the humidi ?ed pile was signi ?cantly lower than that of the passive pile but was equivalent to the heated biopile level.The humidi ?ed biopile produced signi ?cantly lower concentration of the higher molecular weight,less volatile and more recalcitrant CF3fraction.With time,the proportion of CF3(%CF3—Table 2)increased in the humidi ?ed and the heated systems indicating that this fraction was removed at a slower rate than CF1and CF2.Preferential removal of the more volatile and easily degraded compounds (fractions CF1and CF2)was also observed by Zytner et al.(2001),and Namkoong et al.(2002).Residual contamination by CF3is of less concern than that of CF1and CF2as compounds from CF3are generally less toxic and less mobile than the

lighter compounds (CCME,2000).Furthermore,although little is known about the toxicity of residual PHC unresolved complex mixture (UCM)(Scarlett et al.,2007),bioremediation generally decreases toxicity of PHC-contaminated soils (Molina-Barahona et al.,2005).3.6.Diesel volatilization

For the ?rst two months,volatilization was measured by trapping VOCs on GAC ?lters.Total masses of PHCs trapped were estimated by multiplying the average TPH of three GAC samples collected in each ?lter by the total mass of GAC in the ?lter.The heated and the humidi ?ed systems experienced a similar extent of volatilization:90±64and 98±38g of diesel,respectively.Similar WP (Fig.3)but different temperatures (Fig.2)were measured in the two biopiles during those two months.By the end of this period (Jan 05),the humidi ?ed biopile had lower TPH than the heated system (Fig.4).These combined ?ndings suggest that a difference of ~6°C in the average temperature between the two piles during this period did not affect volatilization greatly but promoted faster biodegradation in the humidi ?ed pile.

Starting on Feb 15,05,volatilization rates were estimated with VOC concentrations data (air sampling)and air injection rates in the heated and the humidi ?ed systems only (Fig.5).The humidi ?ed system produced lower volatilization rates than the heated system until the end of the experiment.The signi ?cantly lower TPH in the humidi ?ed pile in Jan and Mar 05may explain these results.Humidifying the air also may have reduced volatilization by promoting biodegradation due to moister soil and increased bioavailability of adsorbed organic compounds displaced from soil particles by the water (Batterman et al.,1995).The added moisture may have reduced the soil-pore space available for diffusion of the contaminants,thereby reducing volatilization (Dragun,1998).Displacing adsorbed compounds may also have enhanced their volatilization.C-Scan analysis of charcoal tubes showed that the CF1and CF2accounted for ~90%of the total PHCs volatilized (Fig.5).These ?ndings show that volatilization accounted for little of the total loss of CF3fractions,an indication that biodegradation was the main removal mechanism for this fraction.

Total diesel removed by volatilization could not be estimated but ?ndings indicate that this process played an important role in TPH reduction.The literature presents con ?icting data on this topic.Studies have reported that abiotic processes (e.g.volatilization,leaching)made a negligible contribution to the removal of diesel during bioremediation (Quinn and Reinhart,1997;Namkoong et al.,2002);while others reported that they were important,contributing between 35%and 60%of total removal (Margesin et al.,2000;Chatham 2003;Riffaldi et al.,2006).Fresh vs aged contamination,air injection rates,and soil organic matter content (Namkoong et al.,2002)certainly in ?uence the extent of volatilization during treatment.3.7.Nutrients

Numerous biotic and abiotic processes affect the fate of available nutrients in soil.Analysis of their concentrations over time provides

Table 3

Initial (after application of fertilizers)and ?nal mean concentrations of ammonia (NH 3),

nitrite+nitrate (NO 2?+NO 3?),and orthophosphate (PO 43?

)in biopiles

Parameters

Biopile NH 3(mg/kg dw)NO 2?+NO 3?

(mg/kg dw)

PO 43?

(mg/kg dw)

Final

Initial

920±140ND a

160±30Heated 310±310310±300 2.4±3.6Humidi ?ed 0.6±0.3340±900.3±0.2Passive

380±550

460±90

2.4±

3.3

Uncertainties are one standard deviation from the mean (n =3).a

ND=below detection limit (2

mg/kg).

Fig.5.Hydrocarbon compounds volatilization rates and relative contribution of the C-Scan fractions 1and 2to total hydrocarbons volatilized (%CF1+%CF2)in the heated (5)and the humidi ?ed (D )biopiles.Arrows point to the corresponding Y -axis.

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insight into microbial activity.NH3may be used by microbes as a source of N,undergo nitri?cation,and volatilize.NO3?+NO2?may be used by microbes as a source of N,undergo denitri?cation,and leach from soil(Blankenau et al.,2000;Delgado2002).PO43?is readily utilized by microbes and adsorbs quickly to soil(McLaughlin et al., 1988;Frossard et al.,2000).The soil mixture used for the construction of the piles was poor in available nutrients prior to amending with fertilizers(Table1).The fertilizers applied to the soil provided N in the form of NH3and P in the form of PO43?.In all three biopiles,the reduction of NH3and PO43?levels and the increase of NO2?+NO3?levels are indications of microbial activity in soil(Table3).The lowest?nal levels of NH3and PO43?were measured in the humidi?ed biopile suggesting the greatest microbial activity in this pile.The increase of NO2?+NO3?,consistent with Deni and Penninckx,(2004),con?rms that diesel contamination and bioremediation do not completely inhibit nitri?cation,an important microbially-mediated process in soil.

3.8.Leaching

Samples collected from the clean sand underneath each biopile (Fig.1)and from outside the containment area,were analysed for TPH and available nutrients to assess leaching during treatment.The sand had initially non-detectable TPH and nutrient concentrations.Analy-tical results and mass of sand were used to estimate the extent of leaching of diesel and nutrients from the contaminated soil(Table4). Migration outside the containment areas was not observed.Humidi-fying the air did not result in greater leaching of diesel and PO43?.More available N(NH3+NO2?+NO3?)leached from the humidi?ed biopile than from the heated biopile,mainly in the form of the easily leachable ions NO2?+NO3?(Delgado,2002),possibly resulting from the moister conditions in this pile.The passive biopile experienced the greatest leaching of diesel and available N;an indication that this system did not provide optimal conditions for bioremediation. Leaching of PO43?was low and equivalent in all three systems,as expected.

Irrigation water often creates leachate that needs to be collected and recycled in the system or treated before release(EC,1993). Findings show that the humidifying system tested here could be an interesting alternative to other irrigation systems.It simpli?es design, construction and operation by removing the requirement for irriga-tion pipes and a leachate collection system.In cold climates it has the advantage of preventing possible failure of the irrigation system by pipes freezing up.

4.Conclusions and recommendations

This study investigated the bioremediation of soil freshly con-taminated by diesel fuel.Findings may not be directly applicable to aged contamination that tends to be less bioavailable,thus more recalcitrant to bioremediation(Strokes et al.,2006),and that may have already lost lighter compounds to the atmosphere.The three biopiles tested treated highly contaminated soil to low concentrations.The heated pile reached a residual plateau after two-third of the treatment,probably due to the dryness of the soil;while further TPH reduction was observed in the other two piles.The humidi?ed biopile produced signi?cantly lower?nal TPH than the other systems. The humidifying system maintained optimal soil moisture content without promoting excessive leaching.Findings suggest that humidi-fying the air enhanced biodegradation of the least degradable compounds(CF3fraction)and minimized volatilization.

For large-scale projects,optimization of soil temperature should balance shortened remediation time with energy consumption and cost.In this study heating the soil to only5°C promoted bioremedia-tion.This temperature could be a valid starting point for site-speci?c optimization.Although the passive biopile was the least ef?cient system in regards to?nal TPH and leaching of PHCs,it was the least energy and resource intensive treatment.It may be a cost-effective and environment-friendly solution if remediation time is not a constraint,often the case at unmanned northern sites.

The heating/humidifying system should now be tested in Arctic conditions in parallel with the passive biopile to compare both systems and gain further knowledge on treatment time required for bioreme-diation with these systems in the North.A detailed environmental life cycle assessment comparing the two systems,operating in cold and temperate climates,would provide insights on their true environ-mental bene?ts.Biodegradation and volatilization play important roles in removing PHCs from soil.Their relative contributions need to be properly quanti?ed,and parameters affecting them studied,in future experimentation in order to further optimize biopile systems.

Acknowledgment

We thank the Director General Environment of the Canadian Department of National Defence for?nancial support and the Canadian Forces Base Kingston for providing funding and logistical support during the study.We also thank the Analytical Services Group, Royal Military College of Canada,Kingston,ON,and the Analytical Services Unit,Queen's University,Kingston,ON,for help and guidance for data analysis.

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Biopiles Parameters

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Heated2±2(3±3)34±5(0.8±0.1)10±2(1.2±0.2)

Humidi?ed2±1(3±2)105±17(2.6±0.4)9±2(1.1±0.2)

Passive7±2(11±3)139±20(3.4±0.5)8±2(1.0±0.3)

Uncertainties are one standard deviation from the mean(n=3).

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