SEDPRO modeling of BMP effectiveness at construction sites

World Environmental and Water Resources Congress 2008: Ahupua'a - Proceedings of the World Environmental and Water Resources Congress 2008

Volumn 316, Issue , 2008, Pages

  Harp, S L ^a   Barfield, B J ^b   Hayes, J C ^c   Yeri, S ^b   Chalavadi, M ^b  

^a Oklahoma State University   (United States)

^b WOOLPERT INC   (United States)

^c CLEMSON UNIVERSITY   (United States)

Author keywords

Best Management Practice; Construction sites; Vegetation

Indexed keywords

BASIC CONCEPTS; BEST MANAGEMENT PRACTICES; BMP EFFECTIVENESS; CONSTRUCTION SITES; DRAG AND DROP; ENGINEERED DEVICES; GRAPHICAL INTERFACE; INNOVATIVE MODELS; SAND FILTER; SUBWATERSHEDS; TRAPPING EFFICIENCIES; URBAN DEVELOPMENT;

LAND USE; LANDFORMS; VEGETATION; WATERSHEDS;

WATER RESOURCES;

EID: 79251509222     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40976(316)43     Document Type: Conference Paper

References (10)

1. Barfield, B. J., J. C. Hayes, S. L. Harp, M. Chalavadi, S.Yeri, B. Bates. 2008. Modeling LID Treatment Train Impacts on Runoff, Sediment, andWater Quality in US Urban Areas Using IDEAL. Part 1 - Model Description. Proceedings 2008 EWRI Conference, Honolulu, HI, May 2008.
2. Foster, G.R., L.D. Meyer, and C.A. Onstad (1977a). "An erosion equation derived from basic erosion principles." TRANSACTIONS of the ASAE, 20(4):678-682.
3. Foster, G.R., L.D. Meyer, and C.A. Onstad (1977b). "A runoff erosivity factor and variable slope length exponent for soil loss estimates." TRANSACTIONS of the ASAE, 20(4):683-687.
4. Haan, C. T., B. J. Barfield, and J. C. Hayes. (1994). Design hydrology and sedimentology for small catchments. Academic Press, San Diego, CA
5. Knisel,W.G., Editor. (1980). "Creams; A field-scale model for chemical,runoff, and erosion from agricultural management systems." USDA, Conservation Research Report No. 26.
6. Wilson, B.N., B.J. Barfield, A.D.Ward and I.D. Moore (1984). "A Hydrology and SedimentologyWatershed Model. Part I: Operational Format and Hydrologic Component." TRANSACTIONS of the ASAE, 27(5):1370-1377.
7. Wilson, B.N., B.J. Barfield, I.D. Moore and R.C.Warner (1984). "A Hydrology and SedimentologyWatershed Model. Part II: Sedimentology Component." TRANSACTIONS of the ASAE, 27(5):1378-1384. (Pubitemid 15568728)
8. Yang, C.T. (1972). "Unit stream power and sediment transport." Proceedings of the ASCE Journal of Hydraulics Division 98(HY10):1805-1826.
9. Yang, C.T. (1973). "Incipient motion and sediment transport." Proceedings of the ASCE Journal of Hydraulics Division 99(HY10):1679-1701.
10. Yang, C.T. and J.B. Stall. (1976). "Applicability of unit stream power equation." Proceedings of the ASCE Journal of Hydraulics Division 102(HY5):559-568.