Advancing the Use of DWTR in Stormwater Treatment Features to Enhance Phosphorus Removal for Transportation Projects
-
2024-11-12
Details
-
Creators:
-
Corporate Creators:
-
Corporate Contributors:
-
Subject/TRT Terms:
-
Publication/ Report Number:
-
Resource Type:
-
Geographical Coverage:
-
Edition:Final Report: 2022-2024
-
Corporate Publisher:
-
Abstract:Stormwater runoff from urban areas threatens water quality and ecosystems around the world. For freshwater ecosystems, phosphorus (P) is often a primary concern, as excess P loading can cause eutrophication, symptoms of which include harmful algal blooms and oxygen depletion. Dissolved P forms are taken up by primary producers and are therefore a particular concern for water quality. To mitigate these threats, stormwater control measures are often employed to reduce P loading. Sand filters are a type of stormwater management practice that primarily function to trap particulates and thereby reduce downstream sediment and P loads. However, sand filters typically exhibit a negligible capacity to retain dissolved P forms, due to low P sorption capacity of sand. To target both particulate and dissolved P species in stormwater, a P-sorbing material amendment can be added to sand filter media to increase P sorption capacity. This project examined the use of alum-based drinking water treatment residuals (DWTRs), a waste byproduct of drinking water treatment plants, to enhance P removal in sand filter media. The research centered on a field study to determine stormwater P load reductions provided by DWTR-amended sand filters in transportation projects under real-world conditions. Two stormwater sand filters enhanced with DWTRs (3-5% of the sand layer by volume) were monitored from Fall 2022 to Spring 2024 in Chittenden County, VT. One filter receives runoff from a small catchment (1.8 acres) at a residential site (A) and the other from a larger catchment (4.5 acres) in an industrial/commercial area (B). The composition of influent stormwater was markedly different between sites, dominated by dissolved P at the residential site, and mostly particulate P at the more industrial/commercial site. Due to this difference in influent water quality, >99% of the total P removed at the residential sand filter was in the form of dissolved P, while only 4% of the total P load removed at the industrial/commercial site was dissolved P. Because removal of dissolved P by sand filters tends to be negligible, the dissolved P load reductions observed at both sites are likely attributable to the DWTRs. Overall, the two systems reduced total P loads by 65-78% during the monitored events. This field study indicates that including DWTRs in sand filter media is an effective way to couple both physical and chemical P removal mechanisms and thereby enhance water quality improvement performance.
-
Format:
-
Funding:
-
Collection(s):
-
Main Document Checksum:urn:sha-512:b525d873bfe26939cc7dfe24edd220a2e377455d3b60f876f5ef961b9228670583523d6da26dab4fa0959323811da94fdb0b56d8066de2b27eb769466952fa11
-
Download URL:
-
File Type: