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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 />flOl):J7R <br /> <br />Groundwater Mound <br />Vertical Plane at 90 degrees <br />-g 2.5 <br />, <br />o <br />~ 2 <br />;; <br />-; 1.5 <br />~ <br />o <br />5 , <br />~ <br />"00.5 <br />~ <br />a <br />.. <br />'" <br /> <br /> <br />Figure 7c: Groundwater Mound at 90 degrees <br />4.5.2 Surface Profile of Groundwater Mound from 0 to 90 Degrees <br />The effects of the recharge basin as the vertical plane is rotated from 0 to <br />90 degrees were best displayed using a three-<Jimensional surface pial. <br />Figure 8 illustrates the infiuence of the recharge basin as the vertical plane of <br />reference is varied from 0 to 90 degrees. The front half of the groundwater <br />mound is shown in this graph. The different shading indicates 0.5 foot increases <br />in mound height. The vertical plane increases from a value of 0 degrees to a <br />value of 90 degrees from the back of the plot to the front of the pial. <br />An increase in mound height of 1 foot at a distance of 300 feet was again <br />apparent for vertical planes of 54 degrees or less. The increase in mound <br />height at 300 feet for a vertical plane of 90 degrees was nearly 1 foot as well. <br /> <br />;;: <br />. <br />3 2.5 <br />o <br />. 2 <br />.; 1.5 <br />. <br />~ 1 <br />~ 0.5 <br />o <br />.. 0 <br />" <br />. <br />~ 1200 llSOO <br />OlstlncefromCen1efotB.lSln(ft} <br /> <br /> <br />,~- <br />~hC--of <br />B.n>tIlo..,_1 <br /> <br />Figure 8: Surface Profile of Groundwater Mound for Various Vertical Planes <br /> <br />10 <br />