Build-up dynamics of heavy metals deposited on impermeable urban surfaces

被引:76
作者
Wicke, D. [1 ]
Cochrane, T. A. [1 ]
O'Sullivan, A. [1 ]
机构
[1] Univ Canterbury, Dept Civil & Nat Resources Engn, Christchurch 8140, New Zealand
关键词
Air-borne deposition; Pavement; Heavy metals; TSS; Stormwater runoff; STORM WATER; RUNOFF QUALITY; ROAD SURFACES; NEW-ZEALAND; COPPER; POLLUTION; RAINFALL; CORROSION; SEDIMENT; CONCRETE;
D O I
10.1016/j.jenvman.2012.09.005
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A method using thin boards (3 cm thick, 0.56 m(2)) comprising different paving materials typically used in urban environments (2 asphalt types and concrete) was employed to specifically investigate air-borne deposition dynamics of TSS, zinc, copper and lead. Boards were exposed at an urban car park near vehicular traffic to determine the rate of contaminant build-up over a 13-day dry period. Concentration profiles from simulated rainfall wash-off were used to determine contaminant yields at different antecedent dry days. Maximum contaminant yields after 13 days of exposure were 2.7 kg ha(-1) for TSS, 35 g ha(-1) zinc, 2.3 g ha(-1) copper and 0.4 g ha(-1) lead. Accumulation of all contaminants increased over the first week and levelled off thereafter, supporting theoretical assumptions that contaminant accumulation on impervious surfaces asymptotically approaches a maximum. Comparison of different surface types showed approximately four times higher zinc concentrations in runoff from asphalt surfaces and two times higher TSS concentrations in runoff from concrete, which is attributed to different physical and chemical compositions of the pavement types. Contaminant build-up and wash-off behaviours were modelled using exponential and saturation functions commonly applied in the US EPA's Stormwater Management Model (SWMM) showing good correlation between measured and modelled concentrations. Maximum build-up, half-saturation time, build-up rate constants and wash-off coefficients, necessary for stormwater contaminant modelling, were determined for the four contaminants studied. These parameters are required to model contaminant concentrations in urban runoff assisting in stormwater management decisions. (c) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:347 / 354
页数:8
相关论文
共 43 条
[1]   Characterization of heavy metal particles embedded in tire dust [J].
Adachi, K ;
Tainosho, Y .
ENVIRONMENT INTERNATIONAL, 2004, 30 (08) :1009-1017
[2]  
[Anonymous], 2000, Australian and New Zealand Guidelines for Fresh and Marine Water Quality
[3]  
[Anonymous], 1994, STANDARD METHODS EXA, V16th
[4]  
[Anonymous], EPA600388001A OFF RE
[5]   The interaction between concrete pavement and corrosion-induced copper runoff from buildings [J].
Bahar, B. ;
Herting, G. ;
Wallinder, I. Odnevall ;
Hakkila, K. ;
Leygraf, C. ;
Virta, M. .
ENVIRONMENTAL MONITORING AND ASSESSMENT, 2008, 140 (1-3) :175-189
[6]   Reviewing the impact of metals and PAHs on macro invertebrates in urban watercourses [J].
Beasley, G ;
Kneale, P .
PROGRESS IN PHYSICAL GEOGRAPHY, 2002, 26 (02) :236-270
[7]   A street deposit sampling method for metal and hydrocarbon contamination assessment [J].
Bris, FJ ;
Garnaud, S ;
Apperry, N ;
Gonzalez, A ;
Mouchel, JM ;
Chebbo, G ;
Thévenot, DR .
SCIENCE OF THE TOTAL ENVIRONMENT, 1999, 235 (1-3) :211-220
[8]   Sources of heavy metals and polycyclic aromatic hydrocarbons in urban stormwater runoff [J].
Brown, JN ;
Peake, BM .
SCIENCE OF THE TOTAL ENVIRONMENT, 2006, 359 (1-3) :145-155
[9]  
BUWAL, 1996, GEW BEIM STRASS BUND, V263
[10]   Impact of concrete and PVC pipes on urban water chemistry [J].
Davies, P. J. ;
Wright, I. A. ;
Jonasson, O. J. ;
Findlay, S. J. .
URBAN WATER JOURNAL, 2010, 7 (04) :233-241