Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record