Urban runoff peak frequency curves / by J. Marsalek. : En36-539/66-1984E-PDF
"Runoff peak frequency curves were derived from runoff flows observed in an urban test catchment and from runoff flows simulated for storms selected from two rainfall records. The first record, of a shorter length, was recorded in the test catchment. The second rainfall record, of a greater length, was recorded at a station located 10.6 km west of the test catchment. Comparisons of peak frequency curves derived from observations and both sets of simulations indicated a good agreement. As the sewer system became surcharged, the rate of flow increase with the increasing return period diminished"--Abstract.
Lien permanent pour cette publication :
publications.gc.ca/pub?id=9.904672&sl=1
| Ministère/Organisme | National Water Research Institute (Canada), issuing body. |
|---|---|
| Titre | Urban runoff peak frequency curves / by J. Marsalek. |
| Titre de la série | [Unpublished manuscript] |
| Type de publication | Série - Voir l'enregistrement principal |
| Langue | Bilingue-[Anglais | Anglais] |
| Format | Électronique |
| Document électronique | |
| Note(s) | Digitized edition from print [produced by Environment and Climate Change Canada]. "This manuscript has been submitted to "Nordic Hydrology" for publication and the contents are subject to change." "This copy is a modified version of the unpublished report of January 1983." Includes bibliographical references (pages 19-20). Includes summary in French. |
| Information sur la publication | [Burlington, Ont.] : Environment Canada, National Water Research Institute = Environnement Canada, Institut national de recherche sur les eaux, April 1984. |
| Auteur / Contributeur | Marsalek, J., author. |
| Description | 1 online resource (20 pages, 12 unnumbered pages) : charts. |
| Numéro de catalogue |
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| Descripteurs | Urban runoff -- Mathematical models. Storm sewers -- Design and construction. Écoulement urbain -- Modèles mathématiques. Égouts pluviaux -- Conception et construction. |