Miscible displacement tests of chloride were conducted in repacked sand columns (30.0 cm length and 8.0 cm id.) that were prepared using washed sand particles with diameters of 2.0-1.0, 1.0-0.5, 0.5-0.25, and
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Amaç & Hipotez:Öz This paper describes a novel theory for modeling water flow in porous media, such as soils, using breakthrough curves of nonreactive chemicals.
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Temel Bulgular & Veri:Öz This paper describes a novel theory for modeling water flow in porous media, such as soils, using breakthrough curves of nonreactive chemicals.
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Sonuç & Katkı:Miscible displacement tests of chloride were conducted in repacked sand columns (30.0 cm length and 8.0 cm id.) that were prepared using washed sand particles with diameters of 2.0-1.0, 1.0-0.5, 0.5-0.25, and
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Anahtar Kelimeler Mobile water content · Hydraulic conductivity · Breakthrough curve
Özet
Öz This paper describes a novel theory for modeling water flow in porous media, such as soils, using breakthrough curves of nonreactive chemicals. Miscible displacement tests of chloride were conducted in repacked sand columns (30.0 cm length and 8.0 cm id.) that were prepared using washed sand particles with diameters of 2.0-1.0, 1.0-0.5, 0.5-0.25, and
ERŞAHİN, S., AŞKIN, T., TARAKÇIOĞLU, C., ÖZENÇ, D., KORKMAZ, K., KUTLU, T. (2010). S. ERŞAHİ 1,* T. AŞKI 2 C. TARAKÇIOĞLU2 D.B. ÖZE Ç2 K. KORKMAZ T. KUTLU3. Anadolu Tarım Bilimleri Dergisi, Cilt: 25 - Sayı: 3, 157–163. https://ajindex.com/articles/137135
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