Modeling and remediation of ground water contamination at the Engelse Werk wellfield

• Published in: Ground water monitoring & remediation Vol. 18; no. 3; pp. 114 - 124
• Main Authors: Wang, X, Ngo, T.X, Zhou, Y, Nonner, J.C
• Format: Journal Article
• Language: English
• Published: Oxford, UK Blackwell Publishing Ltd 1998
• Subjects: ABASTECIMIENTO DE AGUA; ACENAFTENE; AGUAS SUBTERRANEAS; APPROVISIONNEMENT EN EAU; AQUIFERS; BENCENO; BENTAZON; BENTAZONE; BENZENE; BROMACIL; BROMACILO; CAPA FREATICA; COMPOSE ORGANIQUE; COMPUESTOS ORGANICOS; CONTAMINANTES; CONTAMINANTS; CORRIENTES SUBTERRANEAS; COURANT SOUTERRAIN; DEBIT; EAU SOUTERRAINE; FLOW RATE; GASTO; GROUNDWATER; GROUNDWATER FLOW; GROUNDWATER POLLUTION; GROUNDWATER TABLE; HYDROGEOLOGY; MODELE DE SIMULATION; MODELOS DE SIMULACION; NAPPE SOUTERRAINE; NETHERLANDS; ORGANIC COMPOUNDS; PAISES BAJOS; PAYS BAS; POLLUANT; POLLUTANTS; POLLUTION DE L'EAU SOUTERRAINE; POLUCION DE AGUAS SUBTERRANEAS; POZOS; PUITS; SIMULATION MODELS; STEADY STATE FLOW; TRANSIENT FLOW; TRANSPORT PROCESSES; TRICHLOROETHANE; WATER SUPPLY; WELLS
• ISSN: 1069-3629; 1745-6592
• DOI: 10.1111/j.1745-6592.1998.tb00735.x

Contaminants have been threatening the Engelse Werk wellfield located between the town of Zwolle and the IJssel River in the Netherlands. Chemical analysis of water samples taken in production wells, both at the IJssel River and near the Zwolle railway station, indicated elevated concentrations of mainly organic contaminants including benzene, bentazon, acenaftene, trichloroethane, and bromacil. Immediate contaminant prevention and remediation measures are needed to safeguard the production wells. Ground water flow and transport models were developed to assist in the design of remediation strategies. Ground water flow models indicated that the IJssel River and a waste disposal ditch at the railway station are within the capture zone of the wellfield. A chloride transport model simulated minimum travel times in the order of four to 13 years for contaminants in the IJssel River to reach the production wells of the wellfield. A transport model for benzene was set up to advise on the remediation measures to be taken at the waste disposal ditch to clean up the contamination in the upper aquifer between this site and the Engelse Werk wellfield. The designed remediation system consists of 12 pumping wells with a combined capacity of 1650 m3/day. The system is capable of reducing the benzene levels at the threatened production wells at the Engelse Werk wellfield to a permissible level below 0.1 microgram/L within a period of 5 years