| contributor author | W. F. Hunt | |
| contributor author | J. M. Hathaway | |
| contributor author | R. J. Winston | |
| contributor author | S. J. Jadlocki | |
| date accessioned | 2017-05-08T21:48:38Z | |
| date available | 2017-05-08T21:48:38Z | |
| date copyright | June 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29he%2E1943-5584%2E0000180.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63028 | |
| description abstract | The premise of low impact development (LID) is to reduce runoff volumes while simultaneously matching target (often predevelopment) infiltration and evapotranspiration volumes. Many structural practices used in LID, such as bioretention, infiltration trenches, and permeable pavement, require a seasonally high water table (SHWT) to be 1–2 m from the surface. Conversely, level spreader–vegetated filter strip systems can be implemented in locations where a SHWT would restrict the use of other practices. A 19.4 m long reinforced concrete level spreader upslope of a | |
| publisher | American Society of Civil Engineers | |
| title | Runoff Volume Reduction by a Level Spreader–Vegetated Filter Strip System in Suburban Charlotte, N.C. | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 6 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)HE.1943-5584.0000160 | |
| tree | Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 006 | |
| contenttype | Fulltext | |
