| contributor author | Larry Fennessey | |
| contributor author | James M. Hamlett | |
| contributor author | Mark A. Ralston | |
| date accessioned | 2017-05-08T21:48:28Z | |
| date available | 2017-05-08T21:48:28Z | |
| date copyright | August 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29he%2E1943-5584%2E0000095.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62939 | |
| description 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 ( | |
| publisher | American Society of Civil Engineers | |
| title | Low-Head Weirs for Enhancing Infiltration: Central Pennsylvania Case Study | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 8 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)HE.1943-5584.0000058 | |
| tree | Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 008 | |
| contenttype | Fulltext | |