1996
DOI: 10.3133/ofr96214
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Use of particle tracking to improve numerical model calibration and to analyze ground-water flow and contaminant migration, Massachusetts Military Reservation, western Cape Cod, Massachusetts

Abstract: Maps showing simulated effects of increasing horizontal hydraulic conductivity of moraine sediments on model-calculated water-particle pathlines and water-table configuration near Landfill-1 plume area of contamination, western Cape Cod, Massachusetts.

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Cited by 24 publications
(15 citation statements)
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“…Data from the remaining wells reveals hydraulic conductivity values ranging from 32 to 150 m d À1 in the surficial aquifer with a geometric mean of 52 m d À1 . These values fall within the expected range for clean sands (Freeze and Cherry, 1979) and are consistent with permeameter measurements of 43-54 m d À1 made using drill cuttings (Michael, 2004) and with values reported for similar lithology elsewhere on the Cape of 45-85 m d À1 (Masterson et al, 1997b). A slug test in the fine-grained material at MIT-45, which is screened 12 m below ground, reveals a two order of magnitude reduction in hydraulic conductivity.…”
Section: Sgd Estimates Using Hydrogeologic and Geochemical Techniquessupporting
confidence: 85%
“…Data from the remaining wells reveals hydraulic conductivity values ranging from 32 to 150 m d À1 in the surficial aquifer with a geometric mean of 52 m d À1 . These values fall within the expected range for clean sands (Freeze and Cherry, 1979) and are consistent with permeameter measurements of 43-54 m d À1 made using drill cuttings (Michael, 2004) and with values reported for similar lithology elsewhere on the Cape of 45-85 m d À1 (Masterson et al, 1997b). A slug test in the fine-grained material at MIT-45, which is screened 12 m below ground, reveals a two order of magnitude reduction in hydraulic conductivity.…”
Section: Sgd Estimates Using Hydrogeologic and Geochemical Techniquessupporting
confidence: 85%
“…1), also drain at the northern end of the bay. Hydrogeological cross sections along the Waquoit Bay watershed reveal a thinning in the depth of the upper unconfined aquifer at the head of bay to $11 m (Cambareri and Eichner, 1998), where it consists of relatively homogeneous medium to fine sands, bounded by a less permeable layer of fine sand, silt and clay (Masterson et al, 1997). In the upper aquifer, the range of hydraulic conductivity values obtained from slug tests varies between 3.7 Â 10 À4 and 1.7 Â 10 À3 m s À1 , with a geometric mean of 6 Â 10 À4 m s À1 (Mulligan and Charette, 2006).…”
Section: Study Sitementioning
confidence: 99%
“…For all flow paths, slight increases in Si concentration were observed. However, hydraulic conductivity in the aquifer ranges over one order of magnitude (LeBlanc et al, 1991) and the horizontal/vertical conductivity ratio varies between 2 and 5 (Masterson et al, 1996) due to lenses and layers of coarse grained sediment. Hence, actual groundwater pathways in the upper part of the Cape Cod aquifer we sampled…”
Section: Groundwatermentioning
confidence: 98%
“…Sediments were deposited as moraines, basal till, and pro-glacial lake deposits. The sediment within the study area is stratified glacial outwash consisting primarily of unconsolidated medium-coarse sand with some gravel and underlain by fine sand and silt (Barber, 1985;Coston et al, 1995;Masterson et al, 1996). Median grain size (by weight) is approximately 0.5 mm, silt-sized and clay-sized particles comprise less than 1 wt.% of the sediment, and sedimentary organic carbon represents Ͻ0.1 wt.% (Barber et al, 1992).…”
Section: Sediment Samplesmentioning
confidence: 99%
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