Dengeli Akım Koşullarında Kuyu Hidroliği, Theim Yöntemi, Ampirik ve Analitik Çözümler ve Hesaplamalar
Referans z=0 K=?? T=?? Q= 25 l/s Q= 25*10-3 m3/s*86400 s/1 gn= 2160 m3/gn 3 () () 122122lnrrhhKQ= gnmxxhhrrQK/2.15)40.855.11(14.3)20/80ln(2160.ln.22212212=== ()() gnmxKxbT/4185.272.152=== Soru 2 Basnl akiferde alan bir retim kuyusunda 6800 m3/gn debi ile 1020 dak pompalama yaplarak dengeli akm koullarna ulalmtr. Yzeyden itibaren gzlem kuyularnda llen dm deerleri ve gzlem kuyularnn retim kuyusuna uzaklklar aadaki tabloda verilmitir. Akiferin iletimlilik (m3/gn/m) katsaysn ampirik ve analitik yntemlerle hesaplaynz? Her iki yntemle hesaplanan iletimlilik katsaylarn karlatrnz? Gzlem Kuyusu retim Kuyusuna Uzaklk (m) Dm (m) G1 G2 G3 G4 1.5 1.96 0.80 35.0 0.52 85.0 0.16 255.0 4 Ampirik zm ()1221ln2rrssQT= () Ampirik zmde btn gzlem kuyular arasnda iletimlilik katsays hesaplanp, ortalamas alnr. Yani ; T1-2 =?? T1-3 =?? T1-4 =?? T2-3 =?? T2-4 =?? T3-4 =??
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Ve Tort=?? () () gnmmmmmgnmrrssQT/8.29385.135ln)80.096.1(2/6800ln223122121=== T1-3 =?? T1-4 =?? T2-3 =?? T2-4 =?? T3-4 =?? Ampirik zm () ()1221ln2rrssQT= gnmmmmmgnmrrssQT/8.29385.135ln)80.096.1(2/6800ln223122121=== () () () () gnmmmmmgnmrrssQT/0.2.30345.185ln)52.096.1(2/6800ln223133131=== () () gnmmmmmgnmrrssQT/9.30875.1255ln)16.096.1(2/6800ln223144141=== () () gnmmmmmgnmrrssQT/6.34293585ln)52.08.0(2/6800ln223233232=== () () gnmmmmmgnmrrssQT/2.335835255ln)16.08.0(2/6800ln223144242=== () () gnmmmmmgnmrrssQT/7.330285255ln)16.052.0(2/6800ln223344343=== Tort= (2938.8+3034.2+3087.9+3429.6+3358.2+3302.7)/6 =3191.9 m2/gn 5 Analitik zm YARI-LOGARTMK KAIT 2 K T E M T R A n e s k e Y i 1 10 100 X ekseni LOGARTMK Balang noktas; x ekseni iin 100=1, 101=10, 102=100 y ekseni iin 0 Analitik zm YARI-LOGARTMK KAIT 2 ) m ( s K T E M T R A n e s k e Y i 1 10 100 X ekseni LOGARTMK Balang noktas;
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5 2 1.5 ) m ( s 1 0.5 0 1 2.5 2 1.5 ) m ( s 1 0.5 0 1 sTQ=3.22 Analitik zm 10 100 r(m) Analitik zm 10 100 r(m) 1 logaritmik dngdeki dm fark Logaritmik dng:10-100 aras 1000 1000 7 Analitik zm 2.5 2 1.5 ) m ( s 1 s=1.3-0.5=0.8 0.5 0 1 10 100 sTQ=3.22 r(m) 1 logaritmik dngdeki dm fark Logaritmik dng:10-100 aras Analitik zm 2.5 2 1.5 ) m ( s 1 s=1.3-0.5=0.8 0.5 Logaritmik dng:10-100 aras 0 1 10 100 sTQ=3.22 ise r(m) gnmmxxgnmxsQT/0.31138.014.32/68003.223.222=== 1000 1000 8
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