<?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>R. Brown</dc:creator>
  <dc:date>1964</dc:date>
  <dc:description>&lt;p&gt;&lt;span&gt;Predictions of where and how a fluid waste may travel from disposal site to the&amp;nbsp;&lt;/span&gt;water&lt;span&gt;&amp;nbsp;table require detailed information on the physical characteristics, location, and extent of all pervious and impervious materials in the unsaturated zone. Principles concerning the flow system in the unsaturated zone indicate the importance of choice of disposal technique in predicting the time required for the fluid waste to traverse the distance to the&amp;nbsp;&lt;/span&gt;water&lt;span&gt;&amp;nbsp;table. With appropriate data on the location, extent, and physical properties of&amp;nbsp;&lt;/span&gt;water&lt;span&gt;‐bearing materials and on the boundaries of the saturated zone flow system, it is possible to analyze the relative merits of a variety of waste disposal techniques and to describe the probable consequences of each. Environments of consolidated rocks, such as granites, sandstones, and limestones, pose problems in addition to those related to unconsolidated or granular porous media in defining the fluid‐flow regimes that involve joint patterns, fracture patterns, solutional openings, and the rock structure. The consequences of&amp;nbsp;&lt;/span&gt;ground‐water&lt;span&gt;&amp;nbsp;&lt;/span&gt;contamination&lt;span&gt;&amp;nbsp;can be just as damaging to&amp;nbsp;&lt;/span&gt;water&lt;span&gt;&amp;nbsp;users as the pollution of surface streams. In fact it can be argued that the consequences are far more damaging because they persist over much longer periods of time after the contaminating source has been eliminated. It would appear prudent, therefore, to guard against&amp;nbsp;&lt;/span&gt;contamination&lt;span&gt;&amp;nbsp;of the&amp;nbsp;&lt;/span&gt;ground‐water&lt;span&gt;&amp;nbsp;resource in the first instance, rather than to engage in long expensive rehabilitation measures after the damage has been done. In 1960 Graham Walton presented data concerning&amp;nbsp;&lt;/span&gt;contamination&lt;span&gt;, by sewage or other man‐made wastes, of surface and underground waters. The circumstances attending the reported incidents of&amp;nbsp;&lt;/span&gt;contamination&lt;span&gt;, especially those involving&amp;nbsp;&lt;/span&gt;ground‐water&lt;span&gt;&amp;nbsp;supplies, have aided materially in the choice of a few principles and ideas that will identify the role of some significant&amp;nbsp;&lt;/span&gt;hydrologic&lt;span&gt;&amp;nbsp;&lt;/span&gt;factors&lt;span&gt;&amp;nbsp;in the underground movement of fluid wastes. Walton's discussion of&amp;nbsp;&lt;/span&gt;ground‐water&lt;span&gt;&amp;nbsp;&lt;/span&gt;contamination&lt;span&gt;&amp;nbsp;refers often to physical settings into which fluid wastes are discharged at or near the land surface into cesspools, tile‐drain fields, and holding ponds. Furthermore, most reported instances of&amp;nbsp;&lt;/span&gt;ground‐water&lt;span&gt;&amp;nbsp;&lt;/span&gt;contamination&lt;span&gt;&amp;nbsp;have taken place in relatively humid.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1111/j.1745-6584.1964.tb01739.x</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>Wiley Blackwell</dc:publisher>
  <dc:title>Hydrologic factors pertinent to ground‐water contamination</dc:title>
  <dc:type>article</dc:type>
</oai_dc:dc>