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contributor authorBishow N. Shaha
contributor authorDaniel E. Meeroff
contributor authorKevin Kohn
contributor authorTimothy G. Townsend
contributor authorJohn D. Schert
contributor authorNate Mayer
contributor authorRon Schultz
contributor authorJames Telson
date accessioned2019-09-18T10:40:43Z
date available2019-09-18T10:40:43Z
date issued2019
identifier other%28ASCE%29EE.1943-7870.0001567.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260169
description abstractClogging of leachate collection systems (LCSs) can cause potentially catastrophic failures in landfill operation. The primary cause of clogging is calcium carbonate precipitation, which forms inside the pipe around a nucleus of silt, sand, microbial colonies, or other particles. One approach that has been proposed to prevent clogging in LCS is electronic scale control (ESC) technology. To quantify the effectiveness of ESC to reduce clogging within a gravity LCS pipe network, a field-scale pipe network was constructed with side-by-side flow of composite leachate treated electronically on one side and untreated leachate on the other. Water quality parameters, saturation indices, and solids composition were compared for any differences between the treated and untreated leachate. With respect to water quality of leachate, no statistically significant differences were observed. Neither the Langelier Saturation Index (LSI) nor the Ryzner Index (RI) changed toward neutrality after treatment. X-ray diffraction/X-ray fluorescence (XRD/XRF) analysis of precipitates in the pipe network identified calcite (CaCO3) to be the predominant phase present, and there were no observed differences in composition between the treated and untreated precipitates.
publisherAmerican Society of Civil Engineers
titleEffect of Electronic Water Treatment System on Calcium Carbonate Scale Formation in Landfill Leachate Collection Piping
typeJournal Paper
journal volume145
journal issue9
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0001567
page04019052
treeJournal of Environmental Engineering:;2019:;Volume ( 145 ):;issue: 009
contenttypeFulltext


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