Oil and grease measurement in highway runoff - Sampling time and event mean concentrations

被引:51
作者
Khan, S
Lau, SL
Kayhanian, M
Stenstrom, MK [1 ]
机构
[1] Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90095 USA
[2] Univ Calif Davis, Dept Civil & Environm Engn, Ctr Environm & Water Resources Engn, Davis, CA 95616 USA
[3] Bangladesh Univ Engn & Technol, Dept Water Resources Engn, Dhaka 1000, Bangladesh
关键词
D O I
10.1061/(ASCE)0733-9372(2006)132:3(415)
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
An event mean concentration (EMC), usually collected with an automatic, flow-weighted composite sampler, is often used to characterize stormwater Pollutants. Automatic samplers are not recommended for collecting oil and grease (O&G) samples due to possible biases associated with interactions with tubing and pumps. To measure the EMC without sampler interferences, a series of grab samples (often over ten samples) must be collected along with the flow measurement to compute the EMC. This paper examines 22 O&G pollutographs from small, impervious highway sites, to determine when a single O&G grab sample most closely approximates a flow-weighted composite sample. Samples collected within the first hour of a storm event overestimated the O&G EMC by 20 mg/L or more, while samples collected toward the end of the event underestimated the EMC. The best time to collect a single grab sample ranged from 1 to 6 h after the beginning of runoff, and was related to site or storm-specific factors. Results obtained from this study also showed that strong correlations (R-2 = 0.9) exist between O&G and other organic constituents, such as chemical oxygen demand (COD) and dissolved organic carbon (DOC). Correlations also exist between O&G EMC, antecedent dry days, and total rainfall. Depending upon site and regulatory specific factors, using COD or DOC EMCs in lieu O&G samples may be a better strategy.
引用
收藏
页码:415 / 422
页数:8
相关论文
共 15 条
[1]  
[Anonymous], HDB HYDROLOGY
[2]  
[Anonymous], P 9 INT C URB DRAIN
[3]  
[Anonymous], 1998, STAND METH EX WAT WA, V20th
[4]   Industrial storm water pollution prevention: Effectiveness and limitations of source controls in the transportation industry [J].
Duke, LD ;
Chung, YJ .
WASTE MANAGEMENT, 1995, 15 (08) :543-558
[5]   EXTRACTABLE ORGANIC-MATTER IN URBAN STORMWATER RUNOFF .1. TRANSPORT DYNAMICS AND MASS EMISSION RATES [J].
EGANHOUSE, RP ;
KAPLAN, IR .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 1981, 15 (03) :310-315
[6]   HYDROCARBONS IN URBAN RUNOFF [J].
FAM, S ;
STENSTROM, MK ;
SILVERMAN, G .
JOURNAL OF ENVIRONMENTAL ENGINEERING, 1987, 113 (05) :1032-1046
[7]   Impact of annual average daily traffic on highway runoff pollutant concentrations [J].
Kayhanian, M ;
Singh, A ;
Suverkropp, C ;
Borroum, S .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 2003, 129 (11) :975-990
[8]   Solid-phase extraction for oil and grease analysis [J].
Lau, SL ;
Stenstrom, MK .
WATER ENVIRONMENT RESEARCH, 1997, 69 (03) :368-374
[9]  
LAU SL, 2002, P 9 INT C URB DRAIN
[10]   Utility of stormwater monitoring [J].
Lee, H ;
Stenstrom, MK .
WATER ENVIRONMENT RESEARCH, 2005, 77 (03) :219-228