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' tict IU 1yn ZUNI 1:.0 1t'.nlvvLVVIL3 Na Jy11 r :1 '04 <br /> 1 <br /> (a) (b) 1 <br />' K _ <br /> 6� 1 BT a _Q25 Kv <br /> h H 10 q I <br /> H2 a °� =025 K,F $ 66 <br /> fi� H 6 <br /> 5 <br />' S 5 <br /> 10 <br /> L ' L <br /> 10 1 <br /> 3 5 8r 3 <br /> H <br /> 2 1 2 <br /> 00 S 10 1s 20 25 30 35 4Z L5 5o Q 00 5 10 15 20 25 30 35 4.0 L5 50 0 <br /> H2v H2v <br /> (�) (d) <br /> Qo <br /> 07 OL2510 <br /> F-H s 3 <br /> � 5 5 <br />' � c <br /> G3 KH r 1 <br /> y10 <br /> x <br /> 5 1 <br /> 0�1 1 <br /> 00 S 10 15 20 25 30 35 X 4S 50 Q 0 5 10 15 20 25 30 35 40 L5 50 Q <br /> H2v H2 v <br /> Figure 11. (a) Widths BT and Be of the upstream capture zone at the aquifer top and <br /> bottom; (b) Influx area A of the upstream capture zone; (c) M=mum well <br /> distance (D) at which the contaminated groundwater cannot pass between the <br /> wells without being treated; (d) Upstream discharge (Q,) in the capture zone, <br />' which is diluted with the circulating water to the total well discharge (Q). <br /> 11 <br />