THIEM YÖNTEMİ
Thiem, Theis ve Cooper-Jacob Yöntemleri
Thiem, Theis ve Cooper-Jacob Yöntemleri
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Geçen Süre Düşüm r2/t<br />
Dakika Gün s (m) (m2/gün)<br />
1 6.94E-04 0.201 5.18E+06<br />
1.5 1.04E-03 0.266 3.46E+06<br />
2 1.39E-03 0.302 2.59E+06<br />
2.5 1.74E-03 0.359 2.07E+06<br />
3 2.08E-03 0.369 1.73E+06<br />
4 2.78E-03 0.415 1.30E+06<br />
5 3.47E-03 0.455 1.04E+06<br />
6 4.17E-03 0.485 8.64E+05<br />
8 5.56E-03 0.534 6.48E+05<br />
10 6.94E-03 0.567 5.18E+05<br />
12 8.33E-03 0.601 4.32E+05<br />
14 9.72E-03 0.635 3.70E+05<br />
18 1.25E-02 0.672 2.88E+05<br />
24 1.67E-02 0.72 2.16E+05<br />
30 2.08E-02 0.76 1.73E+05<br />
40 2.78E-02 0.81 1.30E+05<br />
50 3.47E-02 0.85 1.04E+05<br />
60 4.17E-02 0.88 8.64E+04<br />
80 5.56E-02 0.927 6.48E+04<br />
100 6.94E-02 0.965 5.18E+04<br />
120 8.33E-02 1 4.32E+04<br />
150 1.04E-01 1.04 3.46E+04<br />
180 1.25E-01 1.072 2.88E+04<br />
210 1.46E-01 1.1 2.47E+04<br />
240 1.67E-01 1.12 2.16E+04<br />
Q: 30 l/s = 30*86400/1000= 2592 m 3 /gün<br />
r : 60 m<br />
T:?<br />
S:?
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