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  1. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
  2. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60, Issue 4, November 2001
  4. Impact of Marrakech (Morocco) municipal landfill on water resources
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Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 76
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 75
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 70
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 69
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 68
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 66
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 63
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 62
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 61
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60, Issue 4, November 2001
Application of RMR and Q geomechanical classification systems along the proposed Mujib Tunnel route, central Jordan
A laboratory study on reducing the quantity of rock fines at failure: application to rock blasting and crushing
Relationship between texture and mechanical properties of granites, central Sweden, by use of image-analysing techniques
Rockfall at Toyohama Tunnel, Japan, in 1996: effect of notch growth on instability of a coastal cliff
Geological and geotechnical characteristics of Karameh dam site, north of the Dead Sea, Jordan
Hydrochemical investigation on the clastic and carbonate aquifers of Kuwait
Stability of slopes cut in metasedimentary saprolites in Hong Kong
Brief note on the influence of shape and percentage of gravel on the shear strength of sand and gravel mixtures
Impact of Marrakech (Morocco) municipal landfill on water resources
Observations of geological engineering education in Canada
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60, Issue 3, August 2001
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60, Issue 2, July 2001
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60, Issue 1, April 2001
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 59
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 57
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 55

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Impact of Marrakech (Morocco) municipal landfill on water resources

Content Provider Springer Nature Link
Author Hakkou, R. Wahbi, M. Bachu, A. Elamari, K. Hanich, L. Hibti, M.
Copyright Year 2001
Abstract Les lixiviats de la décharge publique de Marrakech, qui ne sont ni collectés ni traités, pourraient constituer une source potentielle de pollution des eaux de la nappe phréatique et de celles de l'oued Tensift situé près de la décharge. Le but de cette étude est de caractériser ces lixiviats et de déterminer le degré de pollution des eaux à proximité de la décharge. Les analyses physico-chimiques des lixiviats ont montré qu'ils présentent des concentrations élevées en Cl–, HCO3 –, Na+, K+, SO4 2–, Ca2+, Mg2+, NH4 +, Cu et Pb. La pollution organique est également importante; la DCO peut atteindre 138.000 mg/l O2. Les concentrations en certains polluants sont nettement supérieures à celles généralement rencontrées dans d'autres décharges d'ordures ménagères. Le suivi de la qualité des eaux durant l'année 1999, a montré que les eaux souterraines et celles de l'oued Tensift sont de mauvaise qualité pour les besoins domestiques et pour l'irrigation. L'Analyse en Composantes Principales a montré que la pollution des eaux, par les lixiviats, est essentiellement due à la matière organique, HCO3 –, NH4 +, Na+, Ca2+, Mg2+, Cl– et SO4 2–.The Marrakech landfill, Morocco, is a traditional landfill that receives, without rigorous management, household wastes and other solid wastes (industrial, medical, etc.). This landfill, started in 1987 and still in use, receives 250.000 tons of waste annually. The landfill area is 9 ha and has a high topographic gradient. Geological and hydrogeological studies show that shales and granite form the two aquifers of the region and have a hydraulic continuity. The water table in these aquifers is relatively shallow (6–10 m). The landfill is situated on the shales and the Quaternary sediments. The permeable character of the cover and the broken state of shales could facilitate infiltration of the landfill leachates. The purpose of this study was to analyse the Marrakech landfill leachate and to investigate the potential for groundwater and surface water pollution. Physico-chemical analysis of leachates from the Marrakech landfill shows that the pH varies from 5,8 to 8 and the conductivity is very high (26,1–74,6 ms/cm). Because of the semi-arid climate and the different kinds of wastes deposited, the pollutant concentrations are higher than those found in other landfills. The ions, were found to have very high concentrations: Cl–: 3.203–27.500 mg/l; HCO3 –: 2.600–35.000 mg/l; SO4 2–: 877–6.200 mg/l; Na+: 1.780–20.000 mg/l; K+: 782–14.100 mg/l; Ca2+: 505–6.000 mg/l; Mg2+: 545–1.560 mg/l; NH4 +: 417–5.518 mg/l (accounting for about 80% of the total nitrogen); Cu: 0,5–16,5 and Pb: <0,07 to 30,5. In the same way, organic pollution is also high; the chemical oxygen demand (COD) ranged from 26.880 to 13.8240 mg/l O2, and the biological oxygen demand (BOD) from 9.200 to 26.000 mg/l O2. The BDO to COD ratio varied from 0,13 to 0,38 because of the high concentration of biologically refractory organic matter, indicating that the landfill is in the methanogenic phase. Chemical analysis of surface water and groundwater samples, collected respectively from Tensift River situated in the vicinity of the landfill and in the granitic-shales aquifer, have revealed spatial as well as temporal changes in the chemical properties of the groundwater and surface waters. The temporal changes are attributed to dilution and concentration phenomena governed by climatic factors. Principal component analysis indicates that the pollution of the water from the wells situated near the discharge is probably caused by the superficial drainage and infiltration of the landfill leachates. This pollution is essentially of organic matter, ammonium, bicarbonate, sodium, calcium, magnesium, chloride and sulphates.
Starting Page 325
Ending Page 336
Page Count 12
File Format PDF
ISSN 14359529
Journal Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number 60
Issue Number 4
e-ISSN 14359537
Language French
Publisher Springer-Verlag
Publisher Date 2001-07-20
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Content Type Text
Resource Type Article
Subject Geology Geotechnical Engineering and Engineering Geology
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