| Titre de série : |
Water resources research, 2 |
| Titre : |
Landfill leachate migration through shallow unconfined aquifers |
| Type de document : |
texte imprimé |
| Auteurs : |
Ostendorf, W. ; Noss, R. R. ; Lederer, D. O. |
| Mention d'édition : |
The American Geophysical Union |
| Editeur : |
The American Geophysical Union |
| Année de publication : |
1984 |
| ISBN/ISSN/EAN : |
CI-06273 |
| Note générale : |
We model the transport of a simply reactive contaminant though a landfill and initially pure, underlying, shallow, one - dimensional unconfined aquifer with a plane, sloping bottona under stealdy hydraulic conditions in the assumed absence of dispersion and downgradiant dillution. The user population and a presumedly constant contaminant loading fator determine the pollution input to the groundwater system, and we model the near field response as a simple linear reservoir whose output comprises the far field source term at the downgradient edge of the landfill. |
| Langues : |
Anglais (eng) |
| Mots-clés : |
Remblai Migration Bassin versant Eau de surface Condition hydraulique |
| Index. décimale : |
621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique |
| Résumé : |
We model the transport of a simply reactive contaminant though a landfill and initially pure, underlying, shallow, one - dimensional unconfined aquifer with a plane, sloping bottona under stealdy hydraulic conditions in the assumed absence of dispersion and downgradiant dillution. The user population and a presumedly constant contaminant loading fator determine the pollution input to the groundwater system, and we model the near field response as a simple linear reservoir whose output comprises the far field source term at the downgradient edge of the landfill. |
| Note de contenu : |
We model the transport of a simply reactive contaminant though a landfill and initially pure, underlying, shallow, one - dimensional unconfined aquifer with a plane, sloping bottona under stealdy hydraulic conditions in the assumed absence of dispersion and downgradiant dillution. The user population and a presumedly constant contaminant loading fator determine the pollution input to the groundwater system, and we model the near field response as a simple linear reservoir whose output comprises the far field source term at the downgradient edge of the landfill. |
Water resources research, 2. Landfill leachate migration through shallow unconfined aquifers [texte imprimé] / Ostendorf, W. ; Noss, R. R. ; Lederer, D. O. . - The American Geophysical Union . - The American Geophysical Union, 1984. ISSN : CI-06273 We model the transport of a simply reactive contaminant though a landfill and initially pure, underlying, shallow, one - dimensional unconfined aquifer with a plane, sloping bottona under stealdy hydraulic conditions in the assumed absence of dispersion and downgradiant dillution. The user population and a presumedly constant contaminant loading fator determine the pollution input to the groundwater system, and we model the near field response as a simple linear reservoir whose output comprises the far field source term at the downgradient edge of the landfill. Langues : Anglais ( eng)
| Mots-clés : |
Remblai Migration Bassin versant Eau de surface Condition hydraulique |
| Index. décimale : |
621.2 Hydraulique : turbines, pompes, accumulateurs, transmission hydraulique |
| Résumé : |
We model the transport of a simply reactive contaminant though a landfill and initially pure, underlying, shallow, one - dimensional unconfined aquifer with a plane, sloping bottona under stealdy hydraulic conditions in the assumed absence of dispersion and downgradiant dillution. The user population and a presumedly constant contaminant loading fator determine the pollution input to the groundwater system, and we model the near field response as a simple linear reservoir whose output comprises the far field source term at the downgradient edge of the landfill. |
| Note de contenu : |
We model the transport of a simply reactive contaminant though a landfill and initially pure, underlying, shallow, one - dimensional unconfined aquifer with a plane, sloping bottona under stealdy hydraulic conditions in the assumed absence of dispersion and downgradiant dillution. The user population and a presumedly constant contaminant loading fator determine the pollution input to the groundwater system, and we model the near field response as a simple linear reservoir whose output comprises the far field source term at the downgradient edge of the landfill. |
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