JENRM Vol I No 1 13-18 2014Research Article

Evaluation of landfill leachate management systemsin GhanaKodwo Beedu Keelson

AbstractThis paper presents an evaluation of landfill leachate management systems at three waste disposal sites in the wet equatorialclimatic zone of Ghana This particular climatic zone experiences the highest annual rainfall in the country It was observedduring walkover surveys that none of the waste disposal sites had any active or passive leachate management systems Itwas also seen and demonstrated through computer simulations that the highest leachate flows occur during the monthsof June and October Groundwater pollution vadoze zone pollution soil contamination and human health risks at all thelocations were characterised as high However surfacewater pollution risks were considered as low due the fact that there isadequate buffer distance from the Pra and Ankobra rivers to each of these individual dumpsites The significance of this studyis that it will provide guidance to decision makers and technical officers in other municipalities and districts within this climaticzone

Keywordswaste disposal mdash groundwater pollution mdash surface water pollution mdash dumpsites

Department of Civil Engineering Kaaf University CollegeCorresponding author kodwobeeduyahoocom

Content

Introduction 13

1 Materials and Methods 1411 Description of Study Sites 1412 Data collection 1413 GIS-based spatial analysis 1414 Water balance analysis 14

2 Results 1521 Current operational status 1522 Existing leachate management systems 1523 Environmental risks and hazards 1524 Water balance analysis results 16

3 Discussions 16

4 Conclusion 17

Acknowledgments 17

References 17

IntroductionLandfill leachate is defined as the liquid that has percolatedthrough solid waste and has extracted dissolved or suspendedmaterials [1] Leachate is generated either from external wateror from within the waste mass The external water sourcesinclude precipitation surface water run-on and ground waterinterflow Leachate needs to be controlled in a landfill for thefollowing reasons [2 3] to reduce the potential for seepageout of the landfill through the sides or the base either by ex-ploiting weaknesses in the liner or by flow through its matrix

to prevent liquid levels rising to such an extent that they canspill over and cause uncontrolled pollution to ditches drainswatercourses etc to influence the processes leading to theformation of landfill gas chemical and biological stabilisationof the landfill to minimise the interaction between the leachateand the liner and in the case of above ground landfill to ensurethe stability of the waste In Ghana the use of landfilling isstill the preferred option for waste disposal in all the metropoli-tan areas municipalities and districts The siting of landfillsites often do not follow any planning considerations andlead to foul smells and flies in the rainy season continuoussmoke from smouldering fires and a pollution of nearby waterbodies These open dumps still pose environmental hazardseven after waste disposal activities have ceased at those lo-cations Research studies on abandoned waste disposal sitesin Accra by [4 5 6] show that leachate samples have highconcentration of nutrients and polycyclic aromatic hydrocar-bons Significant concentrations of heavy metals such as ironzinc and aluminium were also observed The wet equatorialclimatic zone in Ghana experiences the highest annual rainfalland as such is much more susceptible to the adverse effectsof uncontrolled leachate release arising from the lack of ade-quate leachate and surface water management systems Theaim of this research paper was to undertake an evaluation ofexisting leachate management systems at three waste disposalsites in the equatorial climatic zone of Ghana It involved thecollection of field data and the development of computer mod-els to assess the hydrologic performance of existing systemsSome concluding thoughts are then put forward on how thesewaste disposal sites can be upgraded to minimize the impactof leachate flows during and after their useful design life

Evaluation of landfill leachate management systems in Ghana mdash 1418

1 Materials and Methods11 Description of Study SitesThree waste disposal sites in the Central and Western Regionsshown in Figure 1 were visited during the study These disposalsites are Bompieso Dumpsite in the Tarkwa Nsuaem MunicipalArea Mfoum Dumpsite in the Upper Denkyira East MunicipalArea and the Axim Dumpsite in the Nzema East MunicipalArea The three sites lie within the wet equatorial climaticzone in Ghana which has mean annual rainfall ranging between1400mm ndash 2000mm

12 Data collectionPrimary data was collected through field investigations andface-to-face interviews with relevant resource persons Sec-ondary data were obtained from academic journals technicalpublications and internet sources Data on existing leachateand surfacewater management infrastructure was obtained bymeans of a walkover surveys at the various waste disposalsites A hand held GPS was used to obtain the geographiccoordinates of various sites Interviews were conducted withthe municipal environmental health and planning officers atthe various municipal assemblies Information on day-to-daywaste disposal site activities was obtained from officials of theZoomlion Ltd a local firm which is responsible for landfill siteoperations in Ghana Discussions were held with either scav-engers or residents living close to these disposal sites on issuesregarding the nature frequency and impacts of leachate flowsAn extensive review of literature on all the study sites withrespect to the regional and site specific hydrologic geologicalseismic characteristics was also done

13 GIS-based spatial analysisThe Map Window GIS software was used to process the GPSdata obtained during the walkover surveys MapWindow GISis an extensible open source geographic information systemdeveloped by the Idaho State University Geospatial Software(httpwwwmapwindoworg) This software hasmap querying features which allow the user to calculate areasand distances between user-defined points on a map The geo-processing tasks involved importing the GPS survey pointsinto base maps in order to determine buffer distances fromwater bodies areas of high groundwater level and ecologicaland cultural heritage sites

14 Water balance analysisThe Thornthwaite water-balance computer program was usedto conduct a water balance analysis for the various waste dis-posal sites This computer program which was developed bythe US Geological Survey [7] analyses the allocation of wateramong various components of the hydrologic system using amonthly accounting procedure This procedure for estimatinglandfill water balance provides a faster method for analysiscompared to the HELP Model due to its minimal site specificinput data requirements [3 8] The required input data in-cludes monthly precipitation and temperature values runoff

Figure 1 Location map of the study sites

factor direct runoff factor soil-moisture storage capacity lati-tude of location rain temperature threshold snow temperaturethreshold and maximum snow-melt rate Table 1 and Table 2show the mean monthly rainfall and temperature values respec-tively for the various locations [9 10] The output simulationresults include the actual evapotranspiration potential evapo-transpiration direct runoff runoff soil moisture storage andpercolation

Table 1 Mean monthly rainfall at waste disposal sites

Rainfall(mm)

Month Axim Bompieso Mfoum

January 34 29 13February 66 91 62March 130 154 143April 175 184 165May 345 231 205June 505 293 238July 179 156 145August 80 91 82September 95 182 181October 169 212 177November 137 167 98December 70 86 37

Water balance simulations were done for four differentsoil types namely sandy loam silty loam clay loam and clayThe soil moisture storage capacities for the various soil typeswhich are shown in Table 3 were computed by multiplyingan assumed landfill cover depth of 600 mm with the avail-able water which is the difference between the field capacityand wilting point The theoretical basis for the determinationof leachate quantities using the Thornthwaite water balanceanalysis method is outlined in [11] Water which is beingrouted through a waste disposal site basically consists of twophases routing through the soil cover and routing throughthe compacted solid waste beneath This research study only

Evaluation of landfill leachate management systems in Ghana mdash 1418

1 Materials and Methods11 Description of Study SitesThree waste disposal sites in the Central and Western Regionsshown in Figure 1 were visited during the study These disposalsites are Bompieso Dumpsite in the Tarkwa Nsuaem MunicipalArea Mfoum Dumpsite in the Upper Denkyira East MunicipalArea and the Axim Dumpsite in the Nzema East MunicipalArea The three sites lie within the wet equatorial climaticzone in Ghana which has mean annual rainfall ranging between1400mm ndash 2000mm

12 Data collectionPrimary data was collected through field investigations andface-to-face interviews with relevant resource persons Sec-ondary data were obtained from academic journals technicalpublications and internet sources Data on existing leachateand surfacewater management infrastructure was obtained bymeans of a walkover surveys at the various waste disposalsites A hand held GPS was used to obtain the geographiccoordinates of various sites Interviews were conducted withthe municipal environmental health and planning officers atthe various municipal assemblies Information on day-to-daywaste disposal site activities was obtained from officials of theZoomlion Ltd a local firm which is responsible for landfill siteoperations in Ghana Discussions were held with either scav-engers or residents living close to these disposal sites on issuesregarding the nature frequency and impacts of leachate flowsAn extensive review of literature on all the study sites withrespect to the regional and site specific hydrologic geologicalseismic characteristics was also done

13 GIS-based spatial analysisThe Map Window GIS software was used to process the GPSdata obtained during the walkover surveys MapWindow GISis an extensible open source geographic information systemdeveloped by the Idaho State University Geospatial Software(httpwwwmapwindoworg) This software hasmap querying features which allow the user to calculate areasand distances between user-defined points on a map The geo-processing tasks involved importing the GPS survey pointsinto base maps in order to determine buffer distances fromwater bodies areas of high groundwater level and ecologicaland cultural heritage sites

14 Water balance analysisThe Thornthwaite water-balance computer program was usedto conduct a water balance analysis for the various waste dis-posal sites This computer program which was developed bythe US Geological Survey [7] analyses the allocation of wateramong various components of the hydrologic system using amonthly accounting procedure This procedure for estimatinglandfill water balance provides a faster method for analysiscompared to the HELP Model due to its minimal site specificinput data requirements [3 8] The required input data in-cludes monthly precipitation and temperature values runoff

Figure 1 Location map of the study sites

factor direct runoff factor soil-moisture storage capacity lati-tude of location rain temperature threshold snow temperaturethreshold and maximum snow-melt rate Table 1 and Table 2show the mean monthly rainfall and temperature values respec-tively for the various locations [9 10] The output simulationresults include the actual evapotranspiration potential evapo-transpiration direct runoff runoff soil moisture storage andpercolation

Table 1 Mean monthly rainfall at waste disposal sites

Rainfall(mm)

Month Axim Bompieso Mfoum

January 34 29 13February 66 91 62March 130 154 143April 175 184 165May 345 231 205June 505 293 238July 179 156 145August 80 91 82September 95 182 181October 169 212 177November 137 167 98December 70 86 37

Water balance simulations were done for four differentsoil types namely sandy loam silty loam clay loam and clayThe soil moisture storage capacities for the various soil typeswhich are shown in Table 3 were computed by multiplyingan assumed landfill cover depth of 600 mm with the avail-able water which is the difference between the field capacityand wilting point The theoretical basis for the determinationof leachate quantities using the Thornthwaite water balanceanalysis method is outlined in [11] Water which is beingrouted through a waste disposal site basically consists of twophases routing through the soil cover and routing throughthe compacted solid waste beneath This research study only

Evaluation of landfill leachate management systems in Ghana mdash 1518

Table 2 Mean monthly temperatures at waste disposal sites

Mean Temperature 0C

Month Axim Bompieso Mfoum

January 266 261 261February 272 269 276March 277 275 279April 276 272 276May 269 266 272June 257 255 264July 253 245 254August 245 239 251September 250 245 256October 259 255 264November 265 261 267December 268 264 266

Table 3 Mean monthly temperatures at waste disposal sites

Soil Type Moisture Storage Capacity (mm)

Sandy Loam 90Silty Loam 120Clay Loam 150Clay 180

considered routing through the soil cover due to the lack ofinformation on the depth of the various dumpsites

2 Results21 Current operational statusThe three dumpsites are operational and receive solid wastefrom the respective municipal area capitals All the sites canbe categorized as open dumps The Axim dumpsite shown inFigure 2 is located on the rightndashof-way of a major gas pipelinewhich is being constructed in the Western Region The Mfoumdumpsite shown in Figure 3 is located on the rightndashof-way ofthe Ghana Grid Company high voltage transmission towersThe Bompieso dumpsite shown in Figure 4 does not have anyconflicting land use issues

22 Existing leachate management systemsWalkover surveys that were conducted at the Axim Bomp-ieso and Mfoum dumpsites showed that there were no existingleachate management-related site infrastructure and routine ac-tivities that are intended to reduce the generation emission andenvironmental monitoring of leachate at any of these dump-sites

Figure 2 Current conditions at the Axim dumpsite

Figure 3 Current conditions at the Mfoum dumpsite

Figure 4 Current conditions at the Bompieso dumpsite

23 Environmental risks and hazardsSoil contamination groundwater and vadose zone pollution atthe site were categorised as high due to the absence of landfillliners Results from geoprocessing of the GPS data indicatethat all the dumpsites are located within the catchment of thePra and Ankobra river basins The buffer distances from thedumpsites to any of the tributaries of these two river basins asshown in Figure 5 are greater than 1 kilometre Consequentlysurfacewater pollution risks from the various dumpsites areclassified as low However leachate flows from these dumpsitescould still pose a risk to domestic animals and livestock whodrink contaminated water originating from dumpsite runoffHuman health risk are classified as high for settlements closeto the dumpsite as a result of direct exposure to soils contam-inated with leachate inhalation of soil contaminants whichhave vaporised or consumption of potable water from leachatecontaminated abstraction wells The three dumpsites were alsoobserved to have adequate buffer distance from sensitive eco-logical sites which are indicated as brown coloured polygonsshown in Figure 6 This would seem to suggest that wastedisposal activities at these sites would not pose a direct threat

Evaluation of landfill leachate management systems in Ghana mdash 1618

to life and property there

24 Water balance analysis resultsTable 6 Table 7 and Table 8 presents the water balance anal-ysis results for the Axim Bompieso and Mfoum dumpsitesrespectively The highest runoff estimates were obtained forthe sandy loam cover soil whereas the highest evapotranspi-ration estimates were obtained for clay Table 7 Table 8 andTable 9 show the monthly and seasonal variation of percola-tion for the different soil covers at the Axim Bompieso andMfoum sites respectively These observations seem to suggestthat peak leachate flows are to be expected in June and Octoberwhich are the peak rainfall months in the major and minorrainy seasons respectively

Table 4 Annual water balance estimates for Axim dumpsite

Description Sandyloam

Siltyloam

Clayloam

Clay

Precipitation(mm) 1985 1985 1985 1985Runoff(mm) 786 779 767 750Percolation(mm) 676 670 657 639

Table 5 Annual water balance estimates for Bompiesodumpsite

Description Sandyloam

Siltyloam

Clayloam

Clay

Precipitation (mm) 1876 1876 1876 1876Runoff (mm) 652 650 639 622Percolation (mm) 566 565 554 537

Table 6 Annual water balance estimates for Mfoumdumpsite

Description Sandyloam

Siltyloam

Clayloam

Clay

Precipitation (mm) 1546 1546 1546 1546Runoff (mm) 375 368 357 341Percolation (mm) 284 277 266 250

Figure 5 Buffer distances from the Ankobra and Pra rivertributaries

Figure 6 Buffer distances from sensitive ecological sites

Table 7 Monthly and seasonal variation of percolation forthe Axim dumpsite(measurements in mm)

Month SOIL TYPE

Clay Clay Loam Sandy Loam Silty Loam

1 0 0 0 02 0 0 0 03 0 0 0 04 0 0 0 05 1524 1694 0 18826 3728 3728 0 37287 627 627 0 6278 0 0 0 09 0 0 0 010 245 247 0 25611 27 27 0 2712 0 0 0 0

3 Discussions

Leachate management at Bompieso DumpsiteThe Bompieso dumpsite serves the Tarkwa township which hasan estimated population of about 35000 inhabitants For sucha small urban area the Ghana Landfill Guidelines [12] recom-mends the provision of at least an improved manual dumpsiteThis site in its current state can still be used for a couple moreyears before it gets filled up It is therefore necessary that it is

Evaluation of landfill leachate management systems in Ghana mdash 1718

upgraded from an open dump to an improved manual dumpsiteas stipulated in the technical guideline The basic leachatemanagement system that is prescribed for an improved manualdumpsite is the provision of a perimeter channels to collect andallow for infiltration of leachate into the ground media TheBompieso dumpsite has adequate space for the construction ofperimeter channels to intercept flows These channels wouldtypically be gravel-filled [1]

Leachate management at Axim and Mfoum dump-sitesThe Axim and Mfoum dumpsites have a limited site lives byvirtue of their peculiar conflicting land use issues It maytherefore not be justified in economic terms to construct newengineered systems However leachate management shouldbe one of the major priorities as part of a remediation and clo-sure plan for both facilities This is imperative because closeddumps may continue to pose environmental risks if adequatemeasures are put in place [5 13] The main leachate manage-ment system that must be provided as part of the closure planis the placement of a final cover [1] The final cover wouldtypically have a thickness of between 400 ndash 600 mm Theregional soil groups in the Axim amd Mfoum dumpsites areoxisols and oxisols-ultisols respectively [14 15] The oxisolshave a significant content of clay and as such may be suitablefor use as a final cover as demonstrated in the water balancesimulations This may however not be the case for the oxisol-ultisol soil group in the Dunkwa area which contains a muchlower content of clay

Table 8 Monthly and seasonal variation of percolation forthe Bompieso dumpsite(measurements in mm)

Month SOIL TYPE

Clay Clay Loam Sandy Loam Silty Loam

Jan 0 0 0 0Feb 0 0 0 0Mar 0 0 0 0Apr 0 69 193 183May 933 1036 1036 1036Jun 1727 1727 1727 1727Jul 46 46 46 46Aug 0 0 0 0Sep 674 674 674 674Oct 992 992 992 992Nov 58 58 58 58Dec 0 0 0 0

Table 9 Monthly and seasonal variation of percolation forthe Mfoum dumpsite

Month SOIL TYPE

Clay Clay Loam Sandy Loam Silty Loam

Jan 0 0 0 0Feb 0 0 0 0Mar 0 0 0 0Apr 0 0 0 0May 46 203 385 317Jun 1133 1133 1133 1133Jul 288 288 288 288Aug 0 0 0 0Sep 431 431 431 431Oct 605 605 605 605Nov 0 0 0 0Dec 0 0 0 0

4 ConclusionThis paper has presented an evaluation of leachate manage-ment systems at three waste disposal sites in the wet equatorialclimatic zone of Ghana None of the waste disposal sites hadany active or passive leachate management systems It wasalso observed during walkover surveys and through computersimulations that the highest leachate flows occur during themonths of June and October Groundwater pollution vadozezone pollution soil contamination and human health risks atall the three locations were characterised as high However sur-facewater pollution risks were considered as low due the factthat there is adequate buffer distance from the Pra and Ankobrarivers to each of these dumpsitesThe Bompieso dumpsite atTarkwa would have to be provided with gravel filled channelsin order to minimise the effects of leachate generation TheAxim amd Mfoum dumpsites have to be closed down as soonas practical and provided with a final soil cover Recommen-dations for further study include a quantitative assessment ofsoil contamination and ground water pollution in Tarkwa byconducting laboratory testing of field samples

AcknowledgmentsThe author would like to express their gratitude to the KspyxLtdWastePro Software for use of their computer facilities

References[1] RUSHBROOK P and PUGH M (1999)Solid waste land-

fills in low and middle income countries A technical guideto planning design and operation World Bank TechnicalPublication 426 World Bank

[2] IRELAND EPA (2000) Landfill site design Ireland En-vironmental Protection Agency httpwwwepaie[Accessed 7t h July 2012]

Evaluation of landfill leachate management systems in Ghana mdash 1618

to life and property there

24 Water balance analysis resultsTable 6 Table 7 and Table 8 presents the water balance anal-ysis results for the Axim Bompieso and Mfoum dumpsitesrespectively The highest runoff estimates were obtained forthe sandy loam cover soil whereas the highest evapotranspi-ration estimates were obtained for clay Table 7 Table 8 andTable 9 show the monthly and seasonal variation of percola-tion for the different soil covers at the Axim Bompieso andMfoum sites respectively These observations seem to suggestthat peak leachate flows are to be expected in June and Octoberwhich are the peak rainfall months in the major and minorrainy seasons respectively

Table 4 Annual water balance estimates for Axim dumpsite

Description Sandyloam

Siltyloam

Clayloam

Clay

Precipitation(mm) 1985 1985 1985 1985Runoff(mm) 786 779 767 750Percolation(mm) 676 670 657 639

Table 5 Annual water balance estimates for Bompiesodumpsite

Description Sandyloam

Siltyloam

Clayloam

Clay

Precipitation (mm) 1876 1876 1876 1876Runoff (mm) 652 650 639 622Percolation (mm) 566 565 554 537

Table 6 Annual water balance estimates for Mfoumdumpsite

Description Sandyloam

Siltyloam

Clayloam

Clay

Precipitation (mm) 1546 1546 1546 1546Runoff (mm) 375 368 357 341Percolation (mm) 284 277 266 250

Figure 5 Buffer distances from the Ankobra and Pra rivertributaries

Figure 6 Buffer distances from sensitive ecological sites

Table 7 Monthly and seasonal variation of percolation forthe Axim dumpsite(measurements in mm)

Month SOIL TYPE

Clay Clay Loam Sandy Loam Silty Loam

1 0 0 0 02 0 0 0 03 0 0 0 04 0 0 0 05 1524 1694 0 18826 3728 3728 0 37287 627 627 0 6278 0 0 0 09 0 0 0 010 245 247 0 25611 27 27 0 2712 0 0 0 0

3 Discussions

Leachate management at Bompieso DumpsiteThe Bompieso dumpsite serves the Tarkwa township which hasan estimated population of about 35000 inhabitants For sucha small urban area the Ghana Landfill Guidelines [12] recom-mends the provision of at least an improved manual dumpsiteThis site in its current state can still be used for a couple moreyears before it gets filled up It is therefore necessary that it is

Evaluation of landfill leachate management systems in Ghana mdash 1718

upgraded from an open dump to an improved manual dumpsiteas stipulated in the technical guideline The basic leachatemanagement system that is prescribed for an improved manualdumpsite is the provision of a perimeter channels to collect andallow for infiltration of leachate into the ground media TheBompieso dumpsite has adequate space for the construction ofperimeter channels to intercept flows These channels wouldtypically be gravel-filled [1]

Leachate management at Axim and Mfoum dump-sitesThe Axim and Mfoum dumpsites have a limited site lives byvirtue of their peculiar conflicting land use issues It maytherefore not be justified in economic terms to construct newengineered systems However leachate management shouldbe one of the major priorities as part of a remediation and clo-sure plan for both facilities This is imperative because closeddumps may continue to pose environmental risks if adequatemeasures are put in place [5 13] The main leachate manage-ment system that must be provided as part of the closure planis the placement of a final cover [1] The final cover wouldtypically have a thickness of between 400 ndash 600 mm Theregional soil groups in the Axim amd Mfoum dumpsites areoxisols and oxisols-ultisols respectively [14 15] The oxisolshave a significant content of clay and as such may be suitablefor use as a final cover as demonstrated in the water balancesimulations This may however not be the case for the oxisol-ultisol soil group in the Dunkwa area which contains a muchlower content of clay

Table 8 Monthly and seasonal variation of percolation forthe Bompieso dumpsite(measurements in mm)

Month SOIL TYPE

Clay Clay Loam Sandy Loam Silty Loam

Jan 0 0 0 0Feb 0 0 0 0Mar 0 0 0 0Apr 0 69 193 183May 933 1036 1036 1036Jun 1727 1727 1727 1727Jul 46 46 46 46Aug 0 0 0 0Sep 674 674 674 674Oct 992 992 992 992Nov 58 58 58 58Dec 0 0 0 0

Table 9 Monthly and seasonal variation of percolation forthe Mfoum dumpsite

Month SOIL TYPE

Clay Clay Loam Sandy Loam Silty Loam

Jan 0 0 0 0Feb 0 0 0 0Mar 0 0 0 0Apr 0 0 0 0May 46 203 385 317Jun 1133 1133 1133 1133Jul 288 288 288 288Aug 0 0 0 0Sep 431 431 431 431Oct 605 605 605 605Nov 0 0 0 0Dec 0 0 0 0

4 ConclusionThis paper has presented an evaluation of leachate manage-ment systems at three waste disposal sites in the wet equatorialclimatic zone of Ghana None of the waste disposal sites hadany active or passive leachate management systems It wasalso observed during walkover surveys and through computersimulations that the highest leachate flows occur during themonths of June and October Groundwater pollution vadozezone pollution soil contamination and human health risks atall the three locations were characterised as high However sur-facewater pollution risks were considered as low due the factthat there is adequate buffer distance from the Pra and Ankobrarivers to each of these dumpsitesThe Bompieso dumpsite atTarkwa would have to be provided with gravel filled channelsin order to minimise the effects of leachate generation TheAxim amd Mfoum dumpsites have to be closed down as soonas practical and provided with a final soil cover Recommen-dations for further study include a quantitative assessment ofsoil contamination and ground water pollution in Tarkwa byconducting laboratory testing of field samples

AcknowledgmentsThe author would like to express their gratitude to the KspyxLtdWastePro Software for use of their computer facilities

References[1] RUSHBROOK P and PUGH M (1999)Solid waste land-

fills in low and middle income countries A technical guideto planning design and operation World Bank TechnicalPublication 426 World Bank

[2] IRELAND EPA (2000) Landfill site design Ireland En-vironmental Protection Agency httpwwwepaie[Accessed 7t h July 2012]

Evaluation of landfill leachate management systems in Ghana mdash 1718

upgraded from an open dump to an improved manual dumpsiteas stipulated in the technical guideline The basic leachatemanagement system that is prescribed for an improved manualdumpsite is the provision of a perimeter channels to collect andallow for infiltration of leachate into the ground media TheBompieso dumpsite has adequate space for the construction ofperimeter channels to intercept flows These channels wouldtypically be gravel-filled [1]

Leachate management at Axim and Mfoum dump-sitesThe Axim and Mfoum dumpsites have a limited site lives byvirtue of their peculiar conflicting land use issues It maytherefore not be justified in economic terms to construct newengineered systems However leachate management shouldbe one of the major priorities as part of a remediation and clo-sure plan for both facilities This is imperative because closeddumps may continue to pose environmental risks if adequatemeasures are put in place [5 13] The main leachate manage-ment system that must be provided as part of the closure planis the placement of a final cover [1] The final cover wouldtypically have a thickness of between 400 ndash 600 mm Theregional soil groups in the Axim amd Mfoum dumpsites areoxisols and oxisols-ultisols respectively [14 15] The oxisolshave a significant content of clay and as such may be suitablefor use as a final cover as demonstrated in the water balancesimulations This may however not be the case for the oxisol-ultisol soil group in the Dunkwa area which contains a muchlower content of clay

Table 8 Monthly and seasonal variation of percolation forthe Bompieso dumpsite(measurements in mm)

Month SOIL TYPE

Clay Clay Loam Sandy Loam Silty Loam

Jan 0 0 0 0Feb 0 0 0 0Mar 0 0 0 0Apr 0 69 193 183May 933 1036 1036 1036Jun 1727 1727 1727 1727Jul 46 46 46 46Aug 0 0 0 0Sep 674 674 674 674Oct 992 992 992 992Nov 58 58 58 58Dec 0 0 0 0

Table 9 Monthly and seasonal variation of percolation forthe Mfoum dumpsite

Month SOIL TYPE

Clay Clay Loam Sandy Loam Silty Loam

Jan 0 0 0 0Feb 0 0 0 0Mar 0 0 0 0Apr 0 0 0 0May 46 203 385 317Jun 1133 1133 1133 1133Jul 288 288 288 288Aug 0 0 0 0Sep 431 431 431 431Oct 605 605 605 605Nov 0 0 0 0Dec 0 0 0 0

4 ConclusionThis paper has presented an evaluation of leachate manage-ment systems at three waste disposal sites in the wet equatorialclimatic zone of Ghana None of the waste disposal sites hadany active or passive leachate management systems It wasalso observed during walkover surveys and through computersimulations that the highest leachate flows occur during themonths of June and October Groundwater pollution vadozezone pollution soil contamination and human health risks atall the three locations were characterised as high However sur-facewater pollution risks were considered as low due the factthat there is adequate buffer distance from the Pra and Ankobrarivers to each of these dumpsitesThe Bompieso dumpsite atTarkwa would have to be provided with gravel filled channelsin order to minimise the effects of leachate generation TheAxim amd Mfoum dumpsites have to be closed down as soonas practical and provided with a final soil cover Recommen-dations for further study include a quantitative assessment ofsoil contamination and ground water pollution in Tarkwa byconducting laboratory testing of field samples

AcknowledgmentsThe author would like to express their gratitude to the KspyxLtdWastePro Software for use of their computer facilities

References[1] RUSHBROOK P and PUGH M (1999)Solid waste land-

fills in low and middle income countries A technical guideto planning design and operation World Bank TechnicalPublication 426 World Bank

[2] IRELAND EPA (2000) Landfill site design Ireland En-vironmental Protection Agency httpwwwepaie[Accessed 7t h July 2012]

Evaluation of landfill leachate management systems in Ghana mdash 1818

[3] WSDOE (1987)Solid Waste Landfill Design ManualWashington State Department of Ecology PublicationNo 87-13 httpwwwaccesswagov [Accessed12t h July 2012]

[4] DENUTSUI D ET AL (2012) Leachate characteriza-tion and assessment of unsaturated zone pollution nearmunicipal solid waste landfill site at Oblogo Accra-GhanaResearch Journal of Environmental and Earth Sciences4(1) 134-141

[5] OSEI J ET AL ( 2011) The impact of Oblogo landfill sitein Accra-Ghana on the surrounding environment ResearchJournal of Environmental and Earth Sciences 3(6)633-636633-636

[6] ESSUMANG DK ET AL (2009) Source assessment andanalysis of polycyclic aromatic hydrocarbon (PAHrsquos) at theOblogo waste disposal sites and some water bodies in andaround the Accra Metropolis of GhanaJournal of WaterResource and Protection (1)456- 468

[7] MCCABE GJand MARKSTROM SL(2007) Amonthly water-balance model driven by a graphical userinterface US Geological Survey Open-File Report 2007-1008

[8] SCHROEDER P ET AL (1994) The Hydrologic Eval-uation of Landfill Performance (HELP) engineering doc-umentation for version 3 EPA600R-64168b US Envi-ronmental Protection Agency Risk Reduction LaboratoryCincinnati Ohio

[9] GHANA HYDRO-DATABASE (2014a) Central RegionClimate Fact Sheet No CLM-FF-CNRhttpwwwghanahydrodatacom [Accessed 5th January 2014]

[10] GHANA HYDRO-DATABASE (2014b) Western RegionClimate Fact Sheet No CLM-FF-WR httpwwwghanahydrodatacom [Accessed 5th January 2014]

[11] FENN DG ET AL (1975)Use of water balance methodfor predicting leachate generation from waste disposal sitesUnited States Environmental Protection Agency ReportNo EPA530SW-168 httpnepisepagov [Ac-cessed 5th July 2012]

[12] GEPA (2002) Ghana Landfill Guidelines Ghana Envi-ronmental Protection Agency Accra Ghana

[13] USEPA (1988)Case studies on ground water and surfacewater contamination from municipal solid waste landfillsUnited States Environmental Protection Agency Officeof Solid Waste Report No EPA530SW-88-040 httpnepisepagov [Accessed 6th July 2012]

[14] OBENG H (2000) Soil classification in Ghana SelectedEconomic Issues No 3 Centre for Policy Analysis AccraGhana

[15] USDA (1999) Soil Taxonomy A Basic System of SoilClassification for Making and Interpreting Soil Surveys2nd Edition Agriculture Handbook No 436 United States

Department of Agriculture Natural Resources Conserva-tion Service Washington DC