<?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>Thomas E. Reilly</dc:contributor>
  <dc:contributor>Gordon D. Bennett</dc:contributor>
  <dc:creator>O. Lehn Franke</dc:creator>
  <dc:date>1987</dc:date>
  <dc:description>Accurate definition of boundary and initial conditions is an essential part of conceptualizing and modeling ground-water flow systems. This report describes the properties of the seven most common boundary conditions encountered in ground-water systems and discusses major aspects of their application. It also discusses the significance and specification of initial conditions and evaluates some common errors in applying this concept to ground-water-system models. An appendix is included that discusses what the solution of a differential equation represents and how the solution relates to the boundary conditions defining the specific problem. This report considers only boundary conditions that apply to saturated ground-water systems.</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.3133/twri03B5</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>U.S. G.P.O.,</dc:publisher>
  <dc:title>Definition of boundary and initial conditions in the analysis of saturated ground-water flow systems - An introduction</dc:title>
  <dc:type>reports</dc:type>
</oai_dc:dc>