Gypsum and organic matter distribution in a mixed construction and demolition waste sorting process and their possible removal from outputs

被引:24
作者
Montero, A. [1 ]
Tojo, Y. [1 ]
Matsuo, T. [1 ]
Matsuto, T. [1 ]
Yamada, M. [2 ]
Asakura, H. [2 ]
Ono, Y. [3 ]
机构
[1] Hokkaido Univ, Grad Sch Engn, Solid Waste Disposal Engn Lab, Kita Ku, Sapporo, Hokkaido 0608628, Japan
[2] Natl Inst Environm Studies, Tsukuba, Ibaraki 3058506, Japan
[3] Ctr Environm Sci, Kisai, Saitama 3470115, Japan
关键词
Gypsum; Heavy liquid separation; Mixed C&D waste; Sorting process; SOLUBILITY; SULFATE; SOILS;
D O I
10.1016/j.jhazmat.2009.10.072
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
With insufficient source separation, construction and demolition (C&D) waste becomes a mixed material that is difficult to recycle. Treatment of mixed C&D waste generates residue that contains gypsum and organic matter and poses a risk of H2S formation in landfills. Therefore, removing gypsum and organic matter from the residue is vital. This study investigated the distribution of gypsum and organic matter in a sorting process. Heavy liquid separation was used to determine the density ranges in which gypsum and organic matter were most concentrated. The fine residue that was separated before shredding accounted for 27.9% of the waste mass and contained the greatest quantity of gypsum; therefore, most of the gypsum (52.4%) was distributed in this fraction. When this fine fraction was subjected to heavy liquid separation, 93% of the gypsum was concentrated in the density range of 1.59-2.28, which contained 24% of the total waste mass. Therefore, removing this density range after segregating fine particles should reduce the amount of gypsum sent to landfills. Organic matter tends to float as density increases; nevertheless, separation at 1.0 density could be more efficient. (C) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:747 / 753
页数:7
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