00000nam 2200000zi 4500 9.904663 CaOODSP 20221107180619 m o d f cr |n||||||||| 211104e198301##onc ob f000 0 eng d CaOODSP eng rda CaOODSP eng eng fre En36-539/66-1983E-PDF Marsalek, J., author. Urban runoff peak frequency curves / by J. Marsalek. [Burlington, Ont.] : Environment Canada, National Water Research Institute = Environnement Canada, Institut national de recherche sur les eaux, January 1983. 1 online resource (ii, 18 pages, 5 unnumbered pages). text txt rdacontent computer c rdamedia online resource cr rdacarrier [Unpublished manuscript] Digitized edition from print [produced by Environment and Climate Change Canada]. Includes bibliographical references (page 18). "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. Includes abstracts in French. Urban runoff Mathematical models. Storm sewers Design and construction. Écoulement urbain Modèles mathématiques. Égouts pluviaux Conception et construction. National Water Research Institute (Canada), issuing body. Unpublished manuscript (National Water Research Institute (Canada)) (CaOODSP)9.901451 PDF 1.08 MB https://publications.gc.ca/collections/collection_2021/eccc/en36-539/En36-539-66-1983-eng.pdf