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<br />
<br />The transmissibility map is based on pumping tests
<br />
<br />
<br />and well 1098, which define the saturated thickness and
<br />
<br />
<br />permeability of the sand and gravel aquifer. Tran8missibili~
<br />
<br />ranges from 50,000 to more than 200,000 gallons per day per
<br />
<br />
<br />foot. The variation is caused by differences in saturated
<br />
<br />
<br />thickness or in permeability (i.e" type of material and
<br />
<br />
<br />sorting). This map can also be used to determine well spacing
<br />
<br />
<br />and to estimate the potential yield of irrigation wells.
<br />
<br />Areas are outlined where larqe.capacity wells could be
<br />
<br />
<br />developed to exchange grouncS water for surface water. For
<br />
<br />
<br />example, in areas where a transmissibility of 200,000
<br />
<br />
<br />prevails, a well could be pumped at a sustained rate of
<br />
<br />
<br />1,200 gpm and, conversely, in transmissibility areas of
<br />
<br />
<br />50,000 to 100,000 the well yield would only be 450 gpm,
<br />
<br />
<br />The hydrology of the system will be 8uperimposecS on the
<br />
<br />
<br />framework of the model as previously cSescribed. We will
<br />
<br />
<br />program the information obtain.cS from the water level
<br />
<br />
<br />in a thousand wells measured in october 1963, May 1964,
<br />
<br />
<br />August 1964, and october 1964. For each of these periods,
<br />
<br />
<br />"",'ater-level-change maps have been constructedl An example
<br />
<br />of the water-level changes between OCt. 1, 1963 and May 1,
<br />and May 1 and Aug. 1, 1964, is shown on thh :u:!op (fig. 4). (/0. P
<br />
<br />--,/JI v'
<br />Figure 4. ) Maps showing water-level change, Oct. 1, 1963,
<br />
<br />to May 1. 1964, and May 1, 1964 to Aug. 1, 1964.~
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