| contributor author | Jennifer M. Olszewski | |
| contributor author | Allen P. Davis | |
| date accessioned | 2017-05-08T21:53:17Z | |
| date available | 2017-05-08T21:53:17Z | |
| date copyright | February 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29ir%2E1943-4774%2E0000531.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/65414 | |
| description abstract | Bioretention cells have been found to improve the hydrologic and
water quality performance of urban impervious areas. This study recorded
continuous hydrologic data from a bioretention cell in Silver Spring,
Maryland, over a period of 2 years. Two evaluation methods were used
to assess bioretention performance, curve number (CN) volumetric analysis,
and flow-duration flow regime analysis. CN-derived Woods B and C land
uses were used to analyze cell volumetric performance, and data from
a nearby forested stream were used to evaluate the cell flow regime.
A CN of 75 was fit to the cell outflow with relation to rainfall depth.
A larger cell, from 4.5 to 8.3% of the drainage area, was required
to match the CN of woods land use. Flow duration comparisons between
cell outflow and forested streamflow data suggested that bioretention
may not match the predevelopment hydrologic regime despite performing
similarly volumetrically. The overall natural hydrologic regime, not
only peak flows and flow volume, of an area should be used both as
a design factor as well as a performance metric for bioretention cells
and other low-impact development (LID) facilities. | |
| publisher | American Society of Civil Engineers | |
| title | Comparing the Hydrologic Performance of a Bioretention
Cell with Predevelopment Values | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 2 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000504 | |
| tree | Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 002 | |
| contenttype | Fulltext | |