Plume distortion and apparent attenuation due to concentration averaging in monitoring wells

• Published in: Ground water 1997-03, Vol.35 (2), p.339-346
• Main Authors: Martin-Hayden, J.M. (University of Toledo, Toledo, OH.), Robbins, G.A
• Format: Article
• Language: English
• Subjects: AGUAS SUBTERRANEAS; Attenuation; Calibration; CAPA FREATICA; Computer simulation; CONTAMINANTES; Contaminants; Contamination; CONTROLE CONTINU; Decay; Depth indicators; Diffusion; Distance; Distortion; EAU SOUTERRAINE; ECHANTILLONNAGE; Emission; Equivalence; Geology; Groundwater; Groundwater pollution; Mapping; MATEMATICAS; Mathematical models; MATHEMATIQUE; Monitoring; MUESTREO; NAPPE SOUTERRAINE; Plumes (Fluid dynamics); POLLUANT; POLLUTION DE L'EAU; POLUCION DEL AGUA; POZOS; PROCESOS DE TRANSPORTE EN EL SUELO; PUITS; Purging; Q1; Sampling; Solutes; TRANSPORT DANS LE SOL; VIGILANCIA; Well design; Wells
• ISSN: 0017-467X; 1745-6584
• DOI: 10.1111/j.1745-6584.1997.tb00091.x

Mathematical models that simulate common monitoring well sampling demonstrate the distortions that vertical concentration averaging causes during the mapping and modeling of an idealized, three-dimensional contaminant plume emanating from a simple source of constant solute concentration. The apparent extent of the plume, mapped using simulations of a regular grid of screened monitoring wells, ranged from a worst case of 0% of the original plume area for long screens (4 m) in a low-permeability formation to 90% for short screens (1 m) in a high-permeability formation. When well design and purging procedure were inconsistent among wells, the mapped plume exhibited spurious directional skewing, bifurcation, zones of low concentration, intermittent sources, or multiple sources. Although the study plume was not retarded, calibrating a transport model to the monitoring well data resulted in retardation factors of up to 23. If first-order decay was assumed, the apparent decay constant was found to be as much as 1.8 X 10(-7) sec-1' (T1/2 = 45 days). Apparent retardation or decay was inconsistent from well to well, depending on the saturated screen length, the degree of screen desaturation during purging, and the distance from the source. The study indicates that the quantitative assessment of contaminant distributions and transport processes requires discrete vertical sampling in the common situation where concentrations vary sharply with depth, even in the most ideal hydrogeologic environment. If screened monitoring wells are used, screen lengths and placements should be appropriate to the contamination situation being assessed and inherent biases must be considered. Even so, vertical concentration averaging biases and the resulting inconsistencies can result in highly misleading evaluations of ground-water contamination problems