NF EN ISO 22282-4
Geotechnical investigation and testing - Geohydraulic testing - Part 4 : pumping tests
ISO 22282-4:2012 establishes requirements for pumping tests as part of geotechnical investigation service in accordance with EN 1997-1 and EN 1997-2.ISO 22282-4:2012 applies to pumping tests performed on aquifers whose permeability is such that pumping from a well can create a lowering of the piezometric head within hours or days depending on the ground conditions and the purpose. It covers pumping tests carried out in soils and rock.The tests concerned by ISO 22282-4:2012 are those intended for evaluating the hydrodynamic parameters of an aquifer and well parameters.
ISO 22282-4:2012 establishes requirements for pumping tests as part of geotechnical investigation service in accordance with EN 1997-1 and EN 1997-2.
ISO 22282-4:2012 applies to pumping tests performed on aquifers whose permeability is such that pumping from a well can create a lowering of the piezometric head within hours or days depending on the ground conditions and the purpose. It covers pumping tests carried out in soils and rock.
The tests concerned by ISO 22282-4:2012 are those intended for evaluating the hydrodynamic parameters of an aquifer and well parameters.
Le présent document traite de l'essai de pompage dans un terrain aquifère avec observation de l'abaissement du niveau de la nappe au moyen de piézomètres. Il spécifie les caractéristiques de l'appareillage utilisé, fixe le mode opératoire de l'essai et précise la présentation des résultats.
This document establishes requirements for pumping tests as part of geotechnical investigation service in accordance with EN 1997-1 and EN 1997-2. This document applies to pumping tests performed on aquifers whose permeability is such that pumping from a well can create a lowering of the piezometric head within hours or days depending on the ground conditions and the purpose. It covers pumping tests carried out in soils and rock. The tests concerned by this document are those intended for evaluating the hydrodynamic parameters of an aquifer and well parameters, such as: — permeability of the aquifer, — radius of influence of pumping, — pumping rate of a well, — response of drawdown in an aquifer during pumping, — skin effect, — well storage, — response of recovery in an aquifer after pumping.
- Avant-proposiv
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1 Domaine d'application1
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2 Références normatives1
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3 Termes, définitions et symboles2
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3.1 Termes et définitions2
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3.2 Symboles2
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4 Équipement3
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5 Mode opératoire d'essai3
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5.1 Préparation de l'essai3
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5.2 Dispositions relatives à l'évacuation de l'eau rejetée4
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5.3 Réalisation et aménagement du puits4
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5.4 Réalisation et aménagement des piézomètres6
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5.5 Réalisation de l'essai7
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5.6 Incertitude de mesure9
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5.7 Interruptions du pompage9
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5.8 Démantèlement9
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6 Résultats d'essai9
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7 Rapport10
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7.1 Procès-verbal établi sur le site10
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7.2 Rapport d'essai11
- Annexe A (informative) Procès-verbal des valeurs mesurées et des résultats de l'essai de pompage - Exemple12
- Annexe B (informative) Détermination du débit de décharge de l'essai de pompage14
- Annexe C (informative) Interprétation des résultats d'essai de pompage18
- Bibliographie26
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