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    Low-Head Weirs for Enhancing Infiltration: Central Pennsylvania Case Study

    Source: Journal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 008
    Author:
    Larry Fennessey
    ,
    James M. Hamlett
    ,
    Mark A. Ralston
    DOI: 10.1061/(ASCE)HE.1943-5584.0000058
    Publisher: American Society of Civil Engineers
    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 (
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      Low-Head Weirs for Enhancing Infiltration: Central Pennsylvania Case Study

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    contributor authorLarry Fennessey
    contributor authorJames M. Hamlett
    contributor authorMark A. Ralston
    date accessioned2017-05-08T21:48:28Z
    date available2017-05-08T21:48:28Z
    date copyrightAugust 2009
    date issued2009
    identifier other%28asce%29he%2E1943-5584%2E0000095.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62939
    description abstractThis 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 (
    publisherAmerican Society of Civil Engineers
    titleLow-Head Weirs for Enhancing Infiltration: Central Pennsylvania Case Study
    typeJournal Paper
    journal volume14
    journal issue8
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000058
    treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 008
    contenttypeFulltext
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