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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />,i~G;;7~ <br /> <br />As the degree of the vertical plane is reduced at a constant distance of 300 feet <br />from the center of the basin, the height of the resulting groundwater mound <br />increased. <br /> <br />After interpreting the previous graphs, the effective radius of influence for <br />the recharge basin was approximately 300 feet. The effective radius was <br />determined as that distance from the center of the basin where the groundwater <br />table showed an increase in 1 foot. <br />4,5.3 Longtenm Effects of Groundwater Recharge <br />The recharge operation was completed after 20 days at a constant <br />recharge rate. The recession of the groundwater mound was calculated for a 15 <br />day period following the completion of recharge. The recession in the <br />groundwater mound was again plotted for vertical planes of 0, 54, and 90. Each <br />groundwater mound was calculated for periods of 5, 10, and 15 days after <br />recharge was stopped and correspond to Figures 9a, b, and c, respectfully. <br /> <br />Recession of Groundwater Mound <br />VeftJeal Plane of 0 degrees <br /> <br />Recession of Groundwater Mound <br />Verncal Plane of 54 degrees <br /> <br />" <br />~ <br />~ 1.' <br />~ 1 <br />~ <br />. <br />50.5 <br />i; <br />, <br />. <br />!> <br />! <br /> <br /> <br />..,. ,'&,1' <br />JOG 12 15 &:vs <br />Distance From Center (1'1) <br /> <br />s <br />~ <br />f" <br />.! 1 <br />~ <br />. <br />gO.5 <br />a <br />, <br />. <br />. <br />:i <br /> <br /> <br />-600 T~'VS <br />300 12 '5~ysYS <br />Distance From Center (1'1) <br /> <br />Figure 9a:Mound Recession;O deg. Plane <br /> <br />Figure 9b:Mound Recession;54 deg. Plane <br /> <br />Rpc,",ssoon of Groundw~er Mound <br />....-_oI'lO~ <br /> <br />, <br />J ' ~ <br />:0. <br />I" <br />.. <br />'0> <br />! . <br />t <br /> <br /> <br />.- <br />~F~cer.e<(1l1 <br /> <br />- <br /> <br />Figure 9c: Mound recession; 90 degree Plane <br /> <br />21 <br />