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Journals / Anadolu Tarım Bilimleri Dergisi / 2010 / Cilt: 25 - Sayı: 3

MODELING CONVECTIVE WATER FLOW IN REPACKED SAND COLUMNS BY BREAKTHROUGH CURVES OF CHLORIDE

S. ERŞAHİ 1,* T. AŞKI 2 C. TARAKÇIOĞLU2 D.B. ÖZE Ç2 K. KORKMAZ T. KUTLU3

S. ERŞAHİN
T. AŞKIN
C. TARAKÇIOĞLU
D.B. ÖZENÇ
K. KORKMAZ
T. KUTLU
Pages
157–163
Publication Date
2010-08-20
DOI
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

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

📌 3 Key Takeaways

🎯
Objective & Hypothesis: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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Key Findings & Data:Öz This paper describes a novel theory for modeling water flow in porous media, such as soils, using breakthrough curves of nonreactive chemicals.
💡
Conclusion & Impact: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
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables: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

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Cite This Article

ERŞAHİN, S., AŞKIN, T., TARAKÇIOĞLU, C., ÖZENÇ, D., KORKMAZ, K., KUTLU, T. (2010). MODELING CONVECTIVE WATER FLOW IN REPACKED SAND COLUMNS BY BREAKTHROUGH CURVES OF CHLORIDE. Anadolu Tarım Bilimleri Dergisi, Cilt: 25 - Sayı: 3, 157–163. https://ajindex.com/articles/137135

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References (14)

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