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Original Articles

Predicting pervious and impervious storm runoff from urban drainage basins

Prédiction des écoulements afférents à des averses sur les surfaces perméables et imperméables de bassins hydro-graphiques urbains

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Pages 321-332 | Received 16 Aug 1993, Accepted 17 Mar 1994, Published online: 29 Dec 2009

REFERENCES

  • Betson , R. P. 1964 . What is watershed runoff? . J. Geophys. Res. , 69 ( 8 ) 1541–1552.
  • Boughton , W. C. 1987 . Evaluating partial areas of watershed runoff. . J. Irrig. Drain. Div. ASCE , 113 ( 3 ) : 356 – 366 .
  • Boyd , M. J. , Bufill , M. C. and Knee , R. M. 1993 . Pervious and impervious runoff in urban catchments . Hydrol. Sci. J. , 38 ( 6 ) : 463 – 478 .
  • Jacobsen , Per and Harremoes , P. 1981 . “ Significance of semi pervious surfacesinurbanhydrology ” . In Proc. 2nd Intl. Conf. Urban StormDrainage Edited by: Yen , B. C. 424 – 433 . Urbana : Water ResourcesPublications .
  • Miller , R. A. 1978 . “ The hydraulically effective impervious area of an urban basin, Broward County Florida ” . In Proc. Intl. Symp. on Urban Stormwater Management 259 – 261 . USA : University of Kentucky .
  • Pratt , C. J. , Harrison , J. J. and Adams , J. R. W. 1984 . “ Storm runoff simulation in runoff quality investigations. ” . In Proc. 3rd. Intl. Conf. Urban Storm Drainage Edited by: Balmer , P. 285 – 294 . Goteborg, , Sweden : Chalmers Univ. Technology .

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