Water Quality Improvement and Pollutant Removal by Two Regional Detention Facilities with Constructed Wetlands in South Texas
Javier Guerrero,
Ahmed Mahmoud,
Taufiqul Alam,
Muhammed A. Chowdhury,
Adeniyi Adetayo,
Andrew Ernest and
Kim D. Jones
Additional contact information
Javier Guerrero: Research, Applied, Technology, Education and Service, Inc., Rio Grande Valley, Edinburg, TX 78540, USA
Ahmed Mahmoud: Department of Civil Engineering, University of Texas Rio Grande Valley, Edinburg, TX 78539, USA
Taufiqul Alam: Department of Environmental Engineering, Texas A&M University-Kingsville, Kingsville, TX 78363, USA
Muhammed A. Chowdhury: Department of Environmental Engineering, Texas A&M University-Kingsville, Kingsville, TX 78363, USA
Adeniyi Adetayo: Department of Environmental Engineering, Texas A&M University-Kingsville, Kingsville, TX 78363, USA
Andrew Ernest: Department of Civil Engineering, University of Texas Rio Grande Valley, Edinburg, TX 78539, USA
Kim D. Jones: Department of Environmental Engineering, Texas A&M University-Kingsville, Kingsville, TX 78363, USA
Sustainability, 2020, vol. 12, issue 7, 1-21
Abstract:
Stormwater runoff introduces several pollutants to the receiving water bodies that may cause degradation of the water quality. Stormwater management systems such as detention facilities and wetland can improve the water quality by removing various pollutants associated with the runoff. The objective of this research project is to determine the performance and efficiency of two major regional detention facilities (RDFs) with different designs and structures in reducing pollutants based on various storm events in McAllen, Texas. The two sites are the McAuliffe RDF and the Morris RDF; each site was incorporated with a constructed wetland with a different design and structure to enhance the pollutant removal process. The McAuliffe RDF reduced the concentration and load of many stormwater constituents in comparison to the Morris RDF. The observed concentrations and pollutant loads of suspended solids were much lower in the runoff of the inlet compared to the outlet for both sites. The McAuliffe RDF showed better concentration and load reduction for nutrients, such as nitrogen and phosphorus, of different species. However, both sites did not show a significant improvement of organic material. In addition, the indicator bacteria concentration represented a fluctuation between the inlet and outlet at each site.
Keywords: stormwater management; urban runoff; load reduction; green infrastructure; wetland; indicator bacteria; nutrients; semi-arid (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2020
References: View complete reference list from CitEc
Citations: View citations in EconPapers (1)
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Persistent link: https://EconPapers.repec.org/RePEc:gam:jsusta:v:12:y:2020:i:7:p:2844-:d:340844
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