000	00000nam 2200000zi 4500
001	9.904663
003	CaOODSP
005	20221107180619
006	m     o  d f
007	cr |n|||||||||
008	211104e198301##onc     ob   f000 0 eng d
040	|aCaOODSP|beng|erda|cCaOODSP
041	|aeng|beng|bfre
086	1 |aEn36-539/66-1983E-PDF
100	1 |aMarsalek, J., |eauthor.
245	10|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, |cJanuary 1983.
300	|a1 online resource (ii, 18 pages, 5 unnumbered pages).
336	|atext|btxt|2rdacontent
337	|acomputer|bc|2rdamedia
338	|aonline resource|bcr|2rdacarrier
490	1 |a[Unpublished manuscript]
500	|aDigitized edition from print [produced by Environment and Climate Change Canada].
504	|aIncludes bibliographical references (page 18).
520	3 |a"Runoff peak frequency curves are derived from the runoff flows observed in an urban test catchment and from the runoff flows simulated for two rainfall records. The first record, of a shorter length, has been recorded in the same test catchment. The second rainfall record, of a greater length, has been recorded at a nearby station outside of the catchment. Comparison of the three runoff peak frequency curves produced are used to verify the proposed technique for deriving the runoff peak frequency curve from single-event runoff simulations and also for evaluation of the simulation model - the SWMM model of the U.S. Environmental Protection Agency"--Abstract.
546	|aIncludes abstracts 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.
710	2 |aNational Water Research Institute (Canada), |eissuing body.
830	#0|aUnpublished manuscript (National Water Research Institute (Canada))|w(CaOODSP)9.901451
856	40|qPDF|s1.08 MB|uhttps://publications.gc.ca/collections/collection_2021/eccc/en36-539/En36-539-66-1983-eng.pdf