<?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:creator>C.T. Jenkins</dc:creator>
  <dc:date>1968</dc:date>
  <dc:description>&lt;p&gt;Electric&lt;span&gt;‐&lt;/span&gt;analog&lt;span&gt;&amp;nbsp;or&amp;nbsp;&lt;/span&gt;digital&lt;span&gt;‐&lt;/span&gt;computer&lt;span&gt;&amp;nbsp;models are used to compute the effect of ground‐water withdrawal or recharge on streamflow. The results can be generalized on a map showing lines of equal elapsed time. The lines indicate the time of recharging or discharging that is needed to affect the streamflow by a given fraction of the amount pumped or injected. The generalization is based on the similarity in shape of the relations between pumping time and&amp;nbsp;&lt;/span&gt;stream&lt;span&gt;&amp;nbsp;&lt;/span&gt;depletion&lt;span&gt;&amp;nbsp;for (1) semi‐infinite homogeneous aquifers drained by a straight, fully penetrating&amp;nbsp;&lt;/span&gt;stream&lt;span&gt;, and (2) complex heterogeneous aquifers. Response curves from a&amp;nbsp;&lt;/span&gt;model&lt;span&gt;&amp;nbsp;reflect the combined effect of&amp;nbsp;&lt;/span&gt;stream&lt;span&gt;&amp;nbsp;sinuosity, irregular impermeable boundaries, areal variation in aquifer properties, and imperfect hydraulic connection between the&amp;nbsp;&lt;/span&gt;stream&lt;span&gt;&amp;nbsp;and aquifer. The elapsed‐cime lines are identified by sdf (&lt;/span&gt;stream&lt;span&gt;&amp;nbsp;&lt;/span&gt;depletion&lt;span&gt;&amp;nbsp;factor) values. These values can be calculated from observations made on an&amp;nbsp;&lt;/span&gt;electric&lt;span&gt;‐&lt;/span&gt;analog&lt;span&gt;&amp;nbsp;&lt;/span&gt;model&lt;span&gt;&amp;nbsp;and then may be used in a&amp;nbsp;&lt;/span&gt;digital&lt;span&gt;‐&lt;/span&gt;computer&lt;span&gt;&amp;nbsp;program for determining the effects of ground‐water pumping or recharge on streamflow.&lt;/span&gt;&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1111/j.1745-6584.1968.tb01258.x</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>NGWA The Groundwater Association</dc:publisher>
  <dc:title>Electric‐analog and digital‐computer model analysis of stream depletion by wells</dc:title>
  <dc:type>article</dc:type>
</oai_dc:dc>