Effectiveness of low impact development practices in two urbanized watersheds: Retrofitting with rain barrel/cistern and porous pavement

被引:168
作者
Ahiablame, Laurent M. [1 ]
Engel, Bernard A. [1 ]
Chaubey, Indrajeet [1 ,2 ]
机构
[1] Purdue Univ, Dept Agr & Biol Engn, W Lafayette, IN 47907 USA
[2] Purdue Univ, Dept Earth Atmospher & Planetary Sci, Div Environm & Ecol Engn, W Lafayette, IN 47907 USA
关键词
Low impact development; Curve number; Runoff; Baseflow; Watershed; LAND-USE CHANGE; PERMEABLE PAVEMENT; STORMWATER RUNOFF; GREEN ROOF; QUALITY; MANAGEMENT; HYDROLOGY; MODEL; INDIANA; QUANTITY;
D O I
10.1016/j.jenvman.2013.01.019
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The impacts of urbanization on hydrology and water quality can be minimized with the use of low impact development (LID) practices in urban areas. This study assessed the performance of rain barrel/cistern and porous pavement as retrofitting technologies in two urbanized watersheds of 70 and 40 km(2) near Indianapolis, Indiana. Six scenarios consisting of the watershed existing condition, 25% and 50% implementation of rain barrel/cistern and porous pavement, and 25% rain barrel/cistern combined with 25% porous pavement were evaluated using a proposed LID modeling framework and the Long-Term Hydrologic Impact Assessment (L-THIA)-LID model. The model was calibrated for annual runoff from 1991 to 2000, and validated from 2001 to 2010 for the two watersheds. For the calibration period, R-2 and NSE values were greater than 0.60 and 0.50 for annual runoff and streamflow. Baseflow was not calibrated in this study. During the validation period, R-2 and NSE values were greater than 0.50 for runoff and streamflow, and 0.30 for baseflow in the two watersheds. The various application levels of barrel/cistern and porous pavement resulted in 2-12% reduction in runoff and pollutant loads for the two watersheds. Baseflow loads slightly increased with increase in baseflow by more than 1%. However, reduction in runoff led to reduction in total streamflow and associated pollutant loads by 1-9% in the watersheds. The results also indicate that the application of 50% rain barrel/cistern, 50% porous pavement and 25% rain barrel/cistern combined with 25% porous pavement are good retrofitting options in these watersheds. The L-THIA-LID model can be used to inform management and decision-making for implementation of LID practices at the watershed scale. (C) 2013 Published by Elsevier Ltd.
引用
收藏
页码:151 / 161
页数:11
相关论文
共 68 条
[1]   Modeling Techniques of Best Management Practices: Rain Barrels and Rain Gardens Using EPA SWMM-5 [J].
Aad, Maya P. Abi ;
Suidan, Makram T. ;
Shuster, William D. .
JOURNAL OF HYDROLOGIC ENGINEERING, 2010, 15 (06) :434-443
[2]  
Adeuya RK, 2005, T ASAE, V48, P1739, DOI 10.13031/2013.20008
[3]  
Ahiablame L., 2012, THESIS PURDUE U W LA
[4]  
Ahiablame L. M., 2012, Environment and Pollution, V1, P1
[5]   Estimation of annual baseflow at ungauged sites in Indiana USA [J].
Ahiablame, Laurent ;
Chaubey, Indrajeet ;
Engel, Bernard ;
Cherkauer, Keith ;
Merwade, Venkatesh .
JOURNAL OF HYDROLOGY, 2013, 476 :13-27
[6]   Effectiveness of Low Impact Development Practices: Literature Review and Suggestions for Future Research [J].
Ahiablame, Laurent M. ;
Engel, Bernard A. ;
Chaubey, Indrajeet .
WATER AIR AND SOIL POLLUTION, 2012, 223 (07) :4253-4273
[7]  
[Anonymous], 1986, Urban Hydrology for Small Watersheds
[8]   Automated methods for estimating baseflow and ground water recharge from streamflow records [J].
Arnold, JG ;
Allen, PM .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 1999, 35 (02) :411-424
[9]   Stormwater Runoff Quality and Quantity From Traditional and Low Impact Development Watersheds1 [J].
Bedan, Erik S. ;
Clausen, John C. .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2009, 45 (04) :998-1008
[10]  
Bell C. M., 2011, WATER QUALITY ASSESS