Hasil Ringkasan
6 , 0 8 / $ 6 , 3 ( 5 * ( 5 $ . $ 1 . 2 1 7 $ 0 , 1 $ 1 % ( 6 , ) H ' $ 1 0 $ 1 * $ 1 0 Q 3 $ ' $ $ , 5 7 $ 1 $ + ' , 7 ( 0 3 $ 7 3 ( 0 % 8 $ 1 * $ 1 6 $ 0 3 $ + $ . + , 5 . / 2 7 2 . . 2 7 $ . ( ' , 5 , - $ : $ 7 , 0 8 5 7 ( 6 , 6 . D U \ D W X O L V V H E D J D L V D O D K V D W X V \ D U D W X Q W X N P H P S H U R O H K J H O D U 0 D J L V W H U G D U L Institut Teknologi Bandung 2 O H K $ + 0 $ ' 0 $ 6 $ 5 2 5 $ + 0 $ 1 1 , 0 3 U R J U D P 6 W X G L 0 D J L V W H U 7 H N Q L N $ L U 7 D Q D K , 1 6 7 , 7 8 7 7 ( . 1 2 / 2 * , % $ 1 ' 8 1 * ' H V H P E H U ITB untuk keperluan pend idikan dan penelitian ii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lasi potensi pergerakan N R Q W D P L Q D Q N K X V X V Q \ D E H V L G D Q P D Q J D Q V H O D P D W D K X Q N H G H S D Q 3 H P R G H O D Q V L P X O D V L N R Q W D P L Q D Q E H V L G D Q P D Q J D Q S D G D D L U W D Q D K G L O D N X N D Q G H Q J D Q F D U D numerik menggunakan Visual MODFLOW 3.1 G H Q J D Q E H U G D V D U N D Q G D W D G D W D K L G U R J H R O R J L 6 X U Y H L P H O L S X W L S H Q J X N X U D Q P X N D D L U W D Q D K D Q D O L V L V V D P S H O D L U W D Q D K V X U Y H L J H R O R J L P H O L S X W L S H Q J D P D W D Q P R U I R O R J L G D Q O L W R O R J L G D U L J H R O L V W U L N G D Q S H P E R U D Q coring G D W D N O L P D W R O R J L G D Q G D W D S H Q G X N X Q J O D L Q Q \ D + D V L O S H Q H O L W L D Q L Q L V H F D U D N X D Q W L W D L I E H U X S D P R G H O D O L U D Q D L U W D Q D K G H Q J D Q X Q L W K L G U R V W U D W L J U D I L E H U X S D D N X L N O X G G D Q D N X L W D U D N X L N O X G W H U V X V X Q D W D V W X I I S D V L U D Q V H U W D D N X L W D U E H U X S D E D W X D Q E H N X D Q G H V L W G H Q J D Q P D V L Q J P D V L Q J Q L O D L N R Q G X N W L Y L W D V K L G U R O L N [ P V G D Q [ P V $ L U W D Q D K G L X M L N D Q G L O D E R U D W R U L X P G D Q W H U G D S D W S D U D P H W H U \ D Q J P H O D P S D X L E D N X P X W X G D U L 3 H U P H Q N H V 5 , 1 R W D K X Q 6 W D Q G D U % D N X 0 X W X . H V H K D W D Q / L Q J N X Q J D Q 3 D U D P H W H U $ L U 8 Q W X N . H S H U O X D Q + L J L H Q H G D Q 6 D Q L W D V L V H S H U W L S + E H V L G D Q P D Q J D Q 3 H P R G H O D Q V L P X O D V L N R Q W D P L Q D Q G L E X D W X Q W X N P H Q J H W D K X L M D Q J N D X D Q S H U V H E D U D Q V H O D P D W D K X Q N H G H S D Q ' D U L S H P R G H O D Q V L P X O D V L S H U V H E D U D Q N R Q W D P L Q D Q L Q L G L G D S D W N D Q K D V L O E H U X S D S H Q \ H E D U D Q E H V L D U D K K R U L ] R Q W D O V H M D X K P P H Q J D U D K N H W L Pur laut dengan kedalaman P V H G D Q J N D Q S H Q \ H E D U D Q P D Q J D Q P P H Q J D U D K N H W L P X U O D X W G H Q J D Q N H G D O D P D Q P . D W D N X Q F L $ L U W D Q D K V L P X O D V L S H Q \ H E D U D Q D N X L N O X G D N X L W D U N R Q W D P L Q D Q E H V L P D Q J D Q ITB untuk keperluan pend idikan dan penelitian iii ABSTRACT Simulation of iron (Fe) and manganese (Mn) contaminant movement in groundwater at Klotok Final Waste Disposal Site, Kediri City, East Java $ K P D G 0 D V D U R 5 D K P D Q 1 , 0 (Master’s Program in Hydrogeology Engineering) loo Lanill is onl lanill in iri i a is currnl oraional. lanill as a caaci o anl 1 ons o as ail. On o onial nironnal issus associa i as is olluion o grounar uali. is rsarc ais o insiga rogological coniions grounar lo arns an siula onial on o conainans sciicall iron an angans or n 1 ars. iulaion oling o iron an angans conainans in sallo grounar as conuc using Visual MODFLOW 3.1 as on rogological aa. surs inclu grounar ll asurns grounar sa l analsis gological surs inoling orological an liological osraions ro golcric an cor rilling cliaological aa an or suoring aa. rsuls o is su ar rsn uaniail in or o a grounar lo ol. rosraigraic unis consis o auiclus an auiars. a uiclus ar coos o u il auiars ar or ansi ignous rocs. rsci raulic conucii alus ar 11 s or auiclus an 1111 s or auiars. Laoraor sing o grounar ral arars a c uali sanars s rns o. o 3 n ironnal al uali anars or War arars or gin an aniaion uross. s arars inclu iron an angans. onainan siulaion oling is conuc o rin isriuion rang or n 1 ars. rsuls o siulaion oling so a iron sras orionall u o 3.11 oars noras i a o 1 . iionall angans sras u o 33. oars noras also i a o 1 . ors rounar isrsion siula ion auiclu auiar conainan iron angans ITB untuk keperluan pend idikan dan penelitian.