@article {315,
	title = {Implications of anthropogenic river stage fluctuations on mass transport in a valley fill aquifer},
	journal = {Water Resources Research},
	volume = {45},
	year = {2009},
	month = {2009/01/01/},
	pages = {@CitationW04427 - @CitationW04427},
	publisher = {American Geophysical Union : Washington, DC, United States},
	abstract = {In humid regions a strong coupling between surface water features and groundwater systems may exist. In these environments the exchange of water and solute depends primarily on the hydraulic gradient between the reservoirs. We hypothesize that daily changes in river stage associated with anthropogenic water releases (such as those from a hydroelectric dam) cause anomalous mixing in the near-stream environment by creating large hydraulic head gradients between the stream and adjacent aquifer. We present field observations of hydraulic gradient reversals in a shallow aquifer. Important physical processes observed in the field are explicitly reproduced in a physically based two-dimensional numerical model of groundwater flow coupled to a simplistic surface water boundary condition. Mass transport simulations of a conservative solute introduced into the surface water are performed and examined relative to a stream condition without stage fluctuations. Simulations of 20 d for both fluctuating river stage and fixed high river stage show that more mass is introduced into the aquifer from the stream in the oscillating case even though the net water flux is zero. Enhanced transport by mechanical dispersion leads to mass being driven away from the hydraulic zone of influence of the river. The modification of local hydraulic gradients is likely to be important for understanding dissolved mass transport in near-stream aquifer environments and can influence exchange zone processes under conditions of high-frequency stream stage changes.},
	keywords = {$\#$Hydro, $\#$WaterResources, aquifers, boundary conditions, Charlemont, Deerfield River basin, fluctuations, fluvial features, Franklin County Massachusetts, ground water, human activity, Hydrogeology 21, hydrology, massachusetts, numerical models, preferential flow, rivers, shallow aquifers, streams, surface water, transport, two-dimensional models, United States, valleys},
	isbn = {0043139719447973},
	url = {http://onlinelibrary.wiley.com/doi/10.1029/2007WR006526/full},
	author = {David F Boutt and Brandon J Fleming}
}
@article {266,
	title = {A method of estimating bulk potential permeability in fractured-rock aquifers using field-derived fracture data and type curves},
	journal = {Hydrogeology Journal},
	volume = {21},
	year = {2013},
	note = {Accession Number: 2013-055373; Language: English; Coordinates: N421500N424500W0704500W0714500; Collation: 13; Publication Types: Serial; Updated Code: 201334; Illustration(s): illus. incl. 4 tables, geol. sketch maps; Number of References: 41; Reviewed Item: Analytic},
	month = {2013/03/01/},
	pages = {357 - 369},
	publisher = {Springer : Berlin - Heidelberg, Germany},
	address = {Federal Republic of Germany},
	abstract = {A method is devised for estimating the potential permeability of fracture networks from attributes of fractures observed in outcrop. The technique, which is intended as a complement to traditional approaches, is based on type curves that represent various combinations of fracture lengths, fracture orientations and proportions (i.e., intensities) of fractures that participate in flow. Numerical models are used to derive the type curves. To account for variations in fracture aperture, a permeability ratio (R) defined as the permeability of a fracture network in a domain divided by the permeability of a single fracture with identical fracture apertures, is used as a dependent variable to derive the type curves. The technique works by determining the point on the type curve that represents the fracture characteristics collected in the field. To test the performance of the technique, permeabilities that were derived from fractured-rock aquifers of eastern Massachusetts (USA) are compared to permeabilities predicted by the technique. Results indicate that permeabilities estimated from type curves are within an order of magnitude of permeabilities derived from field tests. First-order estimates of fracture-network permeability can, therefore, be easily and quickly acquired with this technique before more robust and expensive methods are utilized in the field. Copyright 2012 Springer-Verlag Berlin Heidelberg},
	keywords = {$\#$StaffPubs, aquifers, boundary conditions, eastern Massachusetts, fractured materials, fractures, ground water, Hydrogeology 21, massachusetts, Nashoba terrane, naturally fractured reservoirs, numerical models, permeability, prediction, pump tests, simulation, two-dimensional models, United States},
	isbn = {1431217414350157},
	url = {http://link.springer.com/article/10.1007\%2Fs10040-012-0919-2},
	author = {Alex K Manda and Stephen B Mabee and David F Boutt and Cooke, Michele L.}
}
