Design of Carbon Beds to Remove Humic SubstancesSource: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003DOI: 10.1061/(ASCE)0733-9372(1983)109:3(631)Publisher: American Society of Civil Engineers
Abstract: The homogeneous surface diffusion model (HSDM) was found capable of simulating effluent concentration history profiles for a commercial humic acid, a peat fulvic acid (PFA), and a coagulated PFA. The model successfully simulated column data for four granular activated carbons (GAC), several empty bed contact times (EBCTs), two GAC mesh sizes, several influent concentrations, and several hydraulic loadings. Accordingly, the HSDM was used to evaluate the impact of process design variables on cost and adsorber performance for the removal of these humic substances. Model calculations were carried out to evaluate the impact of EBCT and influent concentration on adsorber performance. It was found that for each doubling of EBCT in the range of 3.77 minutes–75.4 minutes the bed life of the carbon was more than doubled. For 50% reductions in influent concentration, the bed life was about doubled for influent TOC concentrations ranging from 1 mg/L–20 mg/L. By estimating the cost of treatment for various EBCTs, the most economical EBCT was determined for a single adsorber, for two adsorbers in‐series, for two adsorbers inparallel, and for three adsorbers in‐parallel. Two adsorbers operated in‐parallel were found to be more economical than a single adsorber, or two adsorbers operated in‐series. The lowest cost operation was for three adsorbers operated in‐parallel. Treatment costs for two adsorbers in‐parallel were found to decrease with increasing treatment plant size, decreasing influent concentration, and dereasing GAC particle size.
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contributor author | M. C. Lee | |
contributor author | J. C. Crittenden | |
contributor author | V. L. Snoeyink | |
contributor author | M. Ari | |
date accessioned | 2017-05-08T20:52:31Z | |
date available | 2017-05-08T20:52:31Z | |
date copyright | June 1983 | |
date issued | 1983 | |
identifier other | %28asce%290733-9372%281983%29109%3A3%28631%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30086 | |
description abstract | The homogeneous surface diffusion model (HSDM) was found capable of simulating effluent concentration history profiles for a commercial humic acid, a peat fulvic acid (PFA), and a coagulated PFA. The model successfully simulated column data for four granular activated carbons (GAC), several empty bed contact times (EBCTs), two GAC mesh sizes, several influent concentrations, and several hydraulic loadings. Accordingly, the HSDM was used to evaluate the impact of process design variables on cost and adsorber performance for the removal of these humic substances. Model calculations were carried out to evaluate the impact of EBCT and influent concentration on adsorber performance. It was found that for each doubling of EBCT in the range of 3.77 minutes–75.4 minutes the bed life of the carbon was more than doubled. For 50% reductions in influent concentration, the bed life was about doubled for influent TOC concentrations ranging from 1 mg/L–20 mg/L. By estimating the cost of treatment for various EBCTs, the most economical EBCT was determined for a single adsorber, for two adsorbers in‐series, for two adsorbers inparallel, and for three adsorbers in‐parallel. Two adsorbers operated in‐parallel were found to be more economical than a single adsorber, or two adsorbers operated in‐series. The lowest cost operation was for three adsorbers operated in‐parallel. Treatment costs for two adsorbers in‐parallel were found to decrease with increasing treatment plant size, decreasing influent concentration, and dereasing GAC particle size. | |
publisher | American Society of Civil Engineers | |
title | Design of Carbon Beds to Remove Humic Substances | |
type | Journal Paper | |
journal volume | 109 | |
journal issue | 3 | |
journal title | Journal of Environmental Engineering | |
identifier doi | 10.1061/(ASCE)0733-9372(1983)109:3(631) | |
tree | Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003 | |
contenttype | Fulltext |