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25 l/s

Deniz. H1990=?. 25 l/s. 10 l/s. (1990). (1985). HRIV=2 1 RBOT=20 KRIV=0. 5 m/g WRIV=5 m M=1 m K 1 =1 m/g VK 1 =0.1 m/g K 2 =0.7 m/g Ss=1e-5 1/m Sy=0.2 3 kuyu alt akifer 2 kuyu üst akifer. Sulama Alanı – 2 %40 süzülme. Sulama Alanı – 1 %40 süzülme. (1990). 5 km. (1988).

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25 l/s

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  1. Deniz H1990=? 25 l/s 10 l/s (1990) (1985) HRIV=21 RBOT=20 KRIV=0.5 m/g WRIV=5 m M=1 m K1=1 m/g VK1=0.1 m/g K2=0.7 m/g Ss=1e-5 1/m Sy=0.2 3 kuyu alt akifer 2 kuyu üst akifer Sulama Alanı – 2 %40 süzülme Sulama Alanı – 1 %40 süzülme (1990) 5 km (1988) (1988) (1988) Nehir 5 km 0 K2 Serbest Akifer -50 -60 175m 100m Basınçlı Akifer Kuyu: 4-9 ay Nehir: 11-5 ay K1 -160

  2. Deniz 0.025 m3/s 0.6 + 0.010 m3/s (1985) HRIV=22 RBOT=20 KRIV=0.3 m/g K1=1 m/g VK1=0.1 m/g K2=0.7 m/g Ss=1e-5 1/m Sy=0.2 0.5 + (1990) (1990) 5 km (1988) (1988) (1988) Nehir 5 km 0 H1990=? Serbest Akifer - 1 -50 -60 Kuyu: 4-9 ay Nehir: 11-5 ay 175m 100m Basınçlı Akifer - 2 -160

  3. XYZ Dosyası X Y K(m/g) 639 352 0.4 1754 745 0.6 3713 1155 0.8 2647 2852 1.2 540 3860 0.9 2836 4524 0.3 4262 4540 0.5 4245 3245 0.6 540 2237 1.5 229 4852 0.2 4745 114 0.6

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