Modeling storm-water runoff quantity and quality from marine drydocks

Journal of Environmental Engineering

Volumn 126, Issue 1, 2000, Pages 5-11

  Akan, A Osman ^a   Schafran, Gary C ^a   Pommerenk, Peter ^a   Harrell, Laura J ^a  

^a Old Dominion University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ZONE; NUMERICAL MODEL; POLLUTANT TRANSPORT; PORT INSTALLATION; RUNOFF; STORMWATER;

EID: 0342905415     PISSN: 07339372     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9372(2000)126:1(5)     Document Type: Article

References (12)

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3. Bubenzer, G. D., and Jones, B. A. (1971). "Drop size and impact velocity effects on the detachment of soils and under simulated rainfall." Trans. Am. Soc. Agric. Engrs., 14, 625-628.
4. Fenn, T. O. (1996). "A receiving water quality model for dissolved metal runoff from a floating drydock," MS thesis, Dept. of Civ. and Envir. Engrg., Old Dominion University, Norfolk, Va.
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8. Pommerenk, P. (1996). "Characterization of rainfall runoff quality from a shipyard drydock," MS thesis, Dept. of Civ. and Envir. Engrg., Old Dominion University, Norfolk, Va.
9. Standard methods for the examination of water and wastewater. (1995). 19th ed., American Public Health Association, Washington, D.C.
10. U.S. Environmental Protection Agency. (1983). "Results of the National Urban Runoff Program." NTIS # PB84-1855345, Washington, D.C.
11. U.S. Environmental Protection Agency. (1996). "Coastal management measures guidance fact sheet." 〈http://www.epa.gov/OWOW/NPS/ manual.html〉
12. Yu, S., Hamilton, P. A., and Kent, C. S. (1984). Temporal distribution of rainfall in Virginia. Virginia Highway and Transportation Council, Charlottesville, Va.