Dengesiz (Kararsız) Akım Koşullarında Kuyu Hidroliği, Theis ve Cooper-Jacob Yöntemleri ile Soru Çözümü ve Formüller
(s, SORU: Zaman, t Dm, s Basnl bir akiferde 32 saat sresince 20 lt/s sabit debi ile pompalama deneyi ve dengeli akm koullarna yaplm ulalmad Pompalama gzlenmitir. kuyusundan 100 m uzaklkda yer alan gzlem kuyularnda dm deerleri izelge 1de verilmektedir. Akiferin kalnl 15 m olduuna gre; llen Akifere ait iletimlilik (m3/gn/m) ve Cooperkullanarak katsaylarn yntemini depolama Jacob hesaplaynz? ait Akifere hidrolik iletkenlik (m/gn) katsaysn hesaplaynz? Saat 1 2 3 4 5 6 8 10 12 14 16 18 20 24 28 32 Gn 100 m 0.1 0.17 0.28 0.32 0.4 0.48 0.61 0.72 0.82 0.88 0.95 1 1.06 1.17 1.24 1.3 5 Gn 0.042 0.083 0.125 0.167 0.208 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 1.000 1.167 1.333
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Dm (m) 0.10 0.17 0.28 0.32 0.40 0.48 0.61 0.72 0.82 0.88 0.95 1.00 1.06 1.17 1.24 1.30 Saat 1 2 3 4 5 6 8 10 12 14 16 18 20 24 28 32 1.5 1.4 1.3 1.2 1.1 1.0 ) m ( 0.9 s , m D 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.01 Zaman 1 gn=24 saat Gn 0.042 0.083 0.125 0.167 0.208 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 1.000 1.167 1.333 0.10 Dm (m) 0.10 0.17 0.28 0.32 0.40 0.48 0.61 0.72 0.82 0.88 0.95 1.00 1.06 1.17 1.24 1.30 Zaman (gn) 1.00 10.00 6 Gn 0.042 0.083 0.125 0.167 0.208 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 1.000 1.167 1.333 ) m ( s , m D Dm (m) 0.10 0.17 0.28 0.32 0.40 0.48 0.61 0.72 0.82 0.88 0.95 1.00 1.06 1.17 1.24 1.30 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.01 ) m ( s , m D 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.01 t0=0.09 gn 0.10 0.10 Zaman (gn) Zaman (gn) 1.00 s= 1.1 m 1.00 10.00 10.00 7 DEV ) m ( s
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5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.01 t0=0.09 gn 0.10 Zaman (gn) s= 1.1 m 1.00 10.00 T= Kxb K= 287.5/15= 19.17 m/gn 8
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