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<br />C.l- <br />In <br />CJ" <br />~ <br />(" <br />~ <br />~:; <br /> <br />.,-,:, <br />- ~.' <br /> <br />, ' <br /> <br />A <br /> <br />100 <br />90 <br />80 <br /> ,........ <br /> Dike and hypothetical slurry wall <br />70 <br />60 1\ <br /> ./ <br /> <br />.;, <br /> <br />B <br /> <br />o 1,000 2,000 3.000 FEET <br />I I I I <br />I I I <br />o 300 600 IiIOOMETERS <br /> <br />I I I I I I 1 I ) I I 1 III ) I j I I j I ) I I I I 1 I I 11 I I j I 1 I <br />I I 111)11)11)11)1111)IIUII))I)III) I I <br />) ) 111)lllllj l)ll/llljU)ljljl)jl) jl <br />J IIIJI)I))I) {jll!!J!IUIII)II)III) I <br />! 1 111}11}111 ~ ~ ~ q!J!ll!ll!ll i <br />1 11 t\0:~ ~/J} lllll <br /> <br /> <br />Dike and hypothetical slurry waJl <br /> <br />EXPLANATION <br /> <br />-80- LINE OF EQUAL WATER-TABLE AlTITUDE ON BASIS OF SIMULATION- <br />Interval is 5 feet. Datum Is arbnrary <br /> <br />~ FLOW VECTOR - Shows direction of simulated ground.water flow. Length <br />of arrow indicates relative magnitude of velocity <br /> <br />FIGURE 14.--Simulated planimelerie water-table configuralion (A) and resulting now pallern for <br />steady-slate conditions (B), with dike and hypothetical slurry wall in place. Top of downgradienl <br />dike segment is 6 feet above land surface; heigh I of upgradient segments tapers to land surface <br />at points of farthest upgradienl eXlent. <br /> <br />-33- <br />