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| 02740nam 2200385zi 4500 |
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| 001 | 9.904392 |
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| 003 | CaOODSP |
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| 005 | 20221107180532 |
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| 006 | m o d f |
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| 007 | cr |n||||||||| |
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| 008 | 211026e198301##oncd ob f000 0 eng d |
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| 040 | |aCaOODSP|beng|erda|cCaOODSP |
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| 041 | |aeng|beng|bfre |
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| 086 | 1 |aEn36-539/46-1983E-PDF |
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| 100 | 1 |aMarsalek, J., |eauthor. |
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| 245 | 10|aDesign storms for urban drainage design / |cby J. Marsalek and W.E. Watt. |
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| 264 | 1|aBurlington, Ontario : |bEnvironment Canada, National Water Research Institute = Environnement Canada, Institut national de recherche sur les eaux, |cJanuary 1983. |
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| 300 | |a1 online resource (26 pages) : |bcharts. |
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| 336 | |atext|btxt|2rdacontent |
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| 337 | |acomputer|bc|2rdamedia |
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| 338 | |aonline resource|bcr|2rdacarrier |
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| 490 | 1 |a[Unpublished manuscript] |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 500 | |a"This manuscript has been submitted to the Proceedings of the 6th Canadian Hydrotechnical Conference, June 1983 for publication and the contents are subject to change." |
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| 504 | |aIncludes bibliographical references (pages 22 to 23). |
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| 520 | |a"The design storm concept is well established in Canadian urban drainage practice, although some confusion results from an incomplete definition of design storms and their applications. To remedy this situation, it is recommended that design storms be developed for a wide range of return periods; these storms should be based on local AES rainfall data, given for both the rational method and hydrograph model applications, and supplemented by specifications of the computational procedure and normal antecedent conditions. The design storm hyetograph would be defined for a particular region, return period and catchment time constant and, when applied in conjunction with the specified computational procedure and antecedent conditions, would produce a peak flow of approximately the same return period as that of the design storm. None of the existing design storms has all these features but further work on temporal distributions and antecedent conditions would result in an acceptable set of design storms"--Synopsis. |
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| 546 | |aIncludes summary in French. |
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| 650 | 0|aStorm sewers. |
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| 650 | 0|aUrban runoff. |
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| 650 | 6|aÉgouts pluviaux. |
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| 650 | 6|aÉcoulement urbain. |
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| 710 | 2 |aNational Water Research Institute (Canada), |eissuing body. |
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| 830 | #0|aUnpublished manuscript (National Water Research Institute (Canada))|w(CaOODSP)9.901451 |
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| 856 | 40|qPDF|s1.46 MB|uhttps://publications.gc.ca/collections/collection_2021/eccc/en36-539/En36-539-46-1983-eng.pdf |
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