Abstract
This case study describes the installation and performance of two experimental low-head weirs and infiltration areas (Weir Facility) located in the 183 ha Fox Hollow Watershed, an urbanizing watershed underlain by karst bedrock in central Pennsylvania. Soil/rock corings and infiltration tests conducted prior to installation indicated that the area was suitable for development as an infiltration field. Low-head weirs were constructed to cause temporary, shallow water retention to promote infiltration and groundwater recharge. A monitoring program assessed the performance of the weirs and allowed mass balance calculations. During 2003 through 2008, which included two of the wettest years on record, few events (less than 30%) resulted in significant outflow from the weirs and associated infiltration areas. For smaller rainfall events ( <1.9 cm of rain) almost all (89–100%) of the runoff delivered to the Weir Facility infiltrated; whereas for larger events ( ⩾1.9 cm rain) generally over 50% of the runoff volu...
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.