Characteristics of sediments from a stormwater management pond

被引:33
作者
Marsalek, J
Marsalek, PM
机构
[1] Natl Water Res Inst Branch, Burlington, ON L7R 4A6, Canada
[2] Queens Univ, Kingston, ON K7L 3N6, Canada
关键词
benthic sediment; erodibility; particle size distribution; sediment chemistry; stormwater management; stormwater ponds;
D O I
10.2166/wst.1997.0653
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Physical and chemical characteristics of bottom sediment from an on-stream stormwater pond were described by the depth of sediment accumulations, particle size distribution, water content, concentrations of total metals, and distribution of metal fractions determined by a sequential analysis. Except for a sand/gravel spit by the creek inflow, bottom sediments comprised silt and clay, with high water content (up to 80%, by volume), and accumulated at a rate of 0.02 m.yr(-1) (bulk sediment depth). Sediments contained elevated levels of heavy metals, among which the levels of Cr, Cu and Pb caused the greatest environmental concerns. Furthermore, sequential analysis indicated that up to 70 - 90% of total metals in these sediment was in potentially mobile forms. Without further treatment, these sediments could not be reused in urban areas, nor readily disposed at municipal landfills. (C) 1997 IAWQ. Published by Elsevier Science Ltd.
引用
收藏
页码:117 / 122
页数:6
相关论文
共 7 条
[1]   TOXIC METALS IN URBAN RUNOFF - PHYSICOCHEMICAL MOBILITY ASSESSMENT USING SPECIATION SCHEMES [J].
FLORESRODRIGUEZ, J ;
BUSSY, AL ;
THEVENOT, DR .
WATER SCIENCE AND TECHNOLOGY, 1994, 29 (1-2) :83-93
[2]  
Marsalek J., 1992, Water Pollution Research Journal of Canada, V27, P403
[3]  
Ministry of the Environment and Energy (MOEE), 1994, STORMW MAN PRACT PLA
[4]  
*MOEE, 1992, GUID PROT MAN AQ SED
[5]   SEQUENTIAL EXTRACTION PROCEDURE FOR THE SPECIATION OF PARTICULATE TRACE-METALS [J].
TESSIER, A ;
CAMPBELL, PGC ;
BISSON, M .
ANALYTICAL CHEMISTRY, 1979, 51 (07) :844-851
[6]  
U.S. EPA (U.S. Environmental Protection Agency), 1983, RES NAT URB RUN PROG, V1
[7]  
WATT WE, 1993, WAT SCI TECH, V29, P337