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

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

Anahtar Kelimeler:

Mobile water content, Hydraulic conductivity, Breakthrough curve, Chloride, Porous media, Water flow

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

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