کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
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4921587 | 1362956 | 2017 | 9 صفحه PDF | دانلود رایگان |
Hydraulic conductivity and swell index tests were conducted on a conventional geosynthetic clay liner (GCL) containing sodium-bentonite (Na-B) using 5, 50, 100, 500, and 1000Â mM ammonium acetate (NH4OAc) solutions to investigate how NH4+ accumulation in leachates in bioreactor and recirculation landfills may affect GCLs. Control tests were conducted with deionized (DI) water. Swell index of the Na-B was 27.7 mL/2Â g in 5Â mM NH4+ solution and decreased to 5.0 mL/2Â g in 1000Â mM NH4+ solution, whereas the swell index of Na-B in DI water was 28.0 mL/2Â g. Hydraulic conductivity of the Na-B GCL to 5, 50, and 100Â mM NH4+ was low, ranging from 1.6-5.9Â ÃÂ 10â11Â m/s, which is comparable to the hydraulic conductivity to DI water (2.1Â ÃÂ 10â11Â m/s). Hydraulic conductivities of the Na-B GCL permeated with 500 and 1000Â mM NH4+ solutions were much higher (e.g., 1.6-5.2Â ÃÂ 10â6Â m/s) due to suppression of osmotic swelling. NH4+ replaced native Na+, K+, Ca2+, and Mg2+ in the exchange complex of the Na-B during permeation with all NH4+ solutions, with the NH4+ fraction in the exchange complex increasing from 0.24 to 0.83 as the NH4+ concentration increased from 5 to 1000Â mM. A Na-B GCL specimen permeated with 1000Â mM NH4+ solution to chemical equilibrium was subsequently permeated with DI water. Permeation with the NH4+ converted the Na-B to “NH4-bentonite” with more than 80% of the exchange complex occupied by NH4+. Hydraulic conductivity of this GCL specimen decreased from 5.9Â ÃÂ 10â6Â m/s to 2.9Â ÃÂ 10â11Â m/s during permeation with DI water, indicating that “NH4-bentonite” can swell and have low hydraulic conductivity, and that the impact of more concentrated NH4+ solutions on swelling and hydraulic conductivity is reversible.
Journal: Geotextiles and Geomembranes - Volume 45, Issue 6, December 2017, Pages 665-673