Discussing porosity loss of Fe0 packed water filters at ground level

被引:72
作者
Domga, Richard [1 ]
Togue-Kamga, Fulbert [2 ]
Noubactep, Chicgoua [3 ,4 ,5 ]
Tchatchueng, Jean-Bosco [1 ,6 ]
机构
[1] Univ Ngaoundere, ENSAI, Dept Appl Chem, Lab Ind & Pollut Chem, Ngaoundere, Cameroon
[2] Univ Douala, Inst Fisheries & Aquat Sci Yabassi, Douala, Cameroon
[3] Univ Gottingen, D-37077 Gottingen, Germany
[4] Kultur & Nachhaltige Entwicklung CDD eV, D-37005 Gottingen, Germany
[5] Com Afro Europeen, B-5000 Namur, Belgium
[6] Univ Maroua, Dept Chem, Maroua, Cameroon
关键词
Depth filtration; Permeability loss; Volumetric expansion; Water treatment; Zero-valent iron; INDUSTRIAL WASTE-WATER; COMPOSITE IRON MATRIX; LONG-TERM PERFORMANCE; METALLIC IRON; GRANULAR IRON; MINERAL PRECIPITATION; REMOVAL; FILTRATION; DESIGN; PERMEABILITY;
D O I
10.1016/j.cej.2014.10.105
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The use of granular metallic iron (Fe-0) as filter material is gaining acceptance in the field of water treatment. Few works have been directed at developing design guidance for efficient Fe-0 filters. This note consolidates earlier works and provides the scientific basis for the design and evaluation of Fe-0 filters for water treatment at any scale. The approach assumes uniform corrosion of individual Fe-0 particles and utilizes the radius loss (X = R-0 - R) to asses the extent of porosity loss in the whole system. Results corroborate that, for R-0 <= 1.0 mm, sustainable filters must content less than 53% Fe-0 (v/v). A universal equation of Fe-0 filters is provided given X as a function of the initial radius R-0, the initial volume of Fe-0, the initial porosity of the filter and the coefficient of volumetric expansion (O-2 availability). This equation should be routinely incorporated in simulations for modeling the hydraulic conductivity of Fe-0 filters. The model improves the discussion of published data on porosity loss. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:127 / 134
页数:8
相关论文
共 65 条
[1]   Water Treatment by Adsorption Columns: Evaluation at Ground Level [J].
Ali, Imran .
SEPARATION AND PURIFICATION REVIEWS, 2014, 43 (03) :175-205
[2]  
[Anonymous], PULP PAP CAN
[3]  
[Anonymous], 2011, THESIS WORCESTER POL
[4]  
Antia DDJ, 2014, NANOMATERIALS FOR ENVIRONMENTAL PROTECTION, P3
[5]   Solid phase studies and geochemical modelling of low-cost permeable reactive barriers [J].
Bartzas, Georgios ;
Komnitsas, Kostas .
JOURNAL OF HAZARDOUS MATERIALS, 2010, 183 (1-3) :301-308
[6]   Modified Particle Detachment Model for Colloidal Transport in Porous Media [J].
Bedrikovetsky, Pavel ;
Siqueira, Fernando D. ;
Furtado, Claudio A. ;
Souza, Antonio Luiz S. .
TRANSPORT IN POROUS MEDIA, 2011, 86 (02) :383-413
[7]   Pore connectivity, permeability, and electrical formation factor: A new model and comparison to experimental data [J].
Bernabe, Y. ;
Zamora, M. ;
Li, M. ;
Maineult, A. ;
Tang, Y. B. .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2011, 116
[8]   Improving the sustainability of granular iron/pumice systems for water treatment [J].
Bilardi, Stefania ;
Calabro, Paolo S. ;
Care, Sabine ;
Moraci, Nicola ;
Noubactep, Chicgoua .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2013, 121 :133-141
[9]   Treatment of industrial wastewater using zeolitite and sepiolite, natural microporous materials [J].
Brigatti, MF ;
Franchini, G ;
Frigieri, P ;
Gardinali, C ;
Medici, L ;
Poppi, L .
CANADIAN JOURNAL OF CHEMICAL ENGINEERING, 1999, 77 (01) :163-168
[10]   Determining the optimum Feo ratio for sustainable granular Feo/sand water filters [J].
Bratkeu-K, B. D. ;
Olvera-Vargas, H. ;
Tchatchueng, J. B. ;
Noubactep, C. ;
Care, S. .
CHEMICAL ENGINEERING JOURNAL, 2014, 247 :265-274