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040 |aCaOODSP|beng|erda|cCaOODSP
041 |aeng|aeng|bfre
0861 |aEn36-539/66-1984E-PDF
1001 |aMarsalek, J., |eauthor.
24510|aUrban runoff peak frequency curves / |cby J. Marsalek.
264 1|a[Burlington, Ont.] : |bEnvironment Canada, National Water Research Institute = Environnement Canada, Institut national de recherche sur les eaux, |cApril 1984.
300 |a1 online resource (20 pages, 12 unnumbered pages) : |bcharts.
336 |atext|btxt|2rdacontent
337 |acomputer|bc|2rdamedia
338 |aonline resource|bcr|2rdacarrier
4901 |a[Unpublished manuscript]
500 |aDigitized edition from print [produced by Environment and Climate Change Canada].
500 |a"This manuscript has been submitted to "Nordic Hydrology" for publication and the contents are subject to change."
500 |a"This copy is a modified version of the unpublished report of January 1983."
504 |aIncludes bibliographical references (pages 19-20).
5203 |a"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.
546 |aIncludes summary in French.
650 0|aUrban runoff|xMathematical models.
650 0|aStorm sewers|xDesign and construction.
650 6|aÉcoulement urbain|xModèles mathématiques.
650 6|aÉgouts pluviaux|xConception et construction.
7102 |aNational Water Research Institute (Canada), |eissuing body.
830#0|aUnpublished manuscript (National Water Research Institute (Canada))|w(CaOODSP)9.901451
85640|qPDF|s1.04 MB|uhttps://publications.gc.ca/collections/collection_2021/eccc/en36-539/En36-539-66-1984-eng.pdf