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contributor authorK. Schmidtke
contributor authorE. McBean
contributor authorF. Rovers
date accessioned2017-05-08T21:08:00Z
date available2017-05-08T21:08:00Z
date copyrightMarch 1992
date issued1992
identifier other%28asce%290733-9372%281992%29118%3A2%28183%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39941
description abstractResults from a field program to collect data for the evaluation of alternative collection‐well design parameters for the hydraulic containment and removal of dense non‐aqueous‐phase liquids (DNAPL) and aqueous‐phase liquids (APL) are described. The Cooper‐Jacob method is utilized to estimate the aquifer transmissivity and storage coefficient. Estimates of hydraulic conductivity and permeability from drawdown data for DNAPL and APL are derived to indicate how the relationships from fluids principles may be successfully employed for the design of recovery systems. The diameter of the pumping‐well casing or borehole is shown to not influence the long‐term volume of DNAPL that can be pumped. Large‐diameter wells are found to take longer to equilibrate and allow intermittent but high‐volume pumping for short durations. With small‐diameter wells, a larger drawdown is obtained for the same pumping rate, and this collects more APL; but the small‐diameter well creates a larger gradient and thus more incentive to move the DNAPL for recovery.
publisherAmerican Society of Civil Engineers
titleEvaluation of Collection‐Well Parameters for DNAPL
typeJournal Paper
journal volume118
journal issue2
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1992)118:2(183)
treeJournal of Environmental Engineering:;1992:;Volume ( 118 ):;issue: 002
contenttypeFulltext


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