<?xml version='1.0' encoding='utf-8'?>
<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:contributor>M. H. Frimpter</dc:contributor>
  <dc:contributor>D.R. LeBlanc</dc:contributor>
  <dc:contributor>A.S. Goodman</dc:contributor>
  <dc:creator>T. E. Reilly</dc:creator>
  <dc:date>1987</dc:date>
  <dc:description>&lt;div class="abstract-group "&gt;&lt;div class="article-section__content en main"&gt;&lt;p&gt;Salt-water upconing describes the phenomenon where salt water is transported vertically upward under a well in response to pumpage in a fresh-water aquifer underlain by salt water. Sharp interface methods have been used successfully to describe the physics of upconing. A finite-element model is developed to simulate a sharp interface for determination of the steady-state position of the interface and maximum permissible well discharges. The model developed is compared to previous published electric-analog model results of Bennett and others (1968). Both methods are applied to a test case at Truro, Massachusetts, where maximum permissible discharges are determined by the finite-element model to range from 0.47 to 1.05 cubic feet per second for the Test Site No. 4 location.&lt;/p&gt;&lt;/div&gt;&lt;/div&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1111/j.1745-6584.1987.tb02876.x</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>National Groundwater Association</dc:publisher>
  <dc:title>Analysis of steady-state salt-water upconing with application at Truro well field, Cape Cod, Massachusetts</dc:title>
  <dc:type>article</dc:type>
</oai_dc:dc>