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| 001 | 9.876726 |
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| 003 | CaOODSP |
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| 005 | 20241203113650 |
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| 006 | m go d f |
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| 007 | cr |n||||||||| |
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| 008 | 190719e199001##onca #otb f000 0 eng d |
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| 040 | |aCaOODSP|beng|erda|cCaOODSP |
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| 041 | |aeng|bfre |
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| 043 | |an-cn--- |
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| 086 | 1 |aEn13-5/90-114E-PDF |
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| 100 | 1 |aEngel, Peter, |d1938- |eauthor. |
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| 245 | 10|aComparison of model and prototype values of Manning's "n" for artificial roughness elements / |cby Peter Engel. |
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| 264 | 1|a[Burlington, Ontario] : |b[National Water Research Institute], |cJanuary 1990. |
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| 300 | |a1 online resource (1 volume (various pagings)) : |bfigures. |
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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 |aNWRI contribution ; |v90-114 |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 500 | |aCover title. |
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| 504 | |aIncludes bibliographical references (page 13). |
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| 520 | |a"Full scale and model tests were conducted on interlocking concrete blocks which are placed in a matrix as erosion protection in urban drainage channels. It was determined that Manning's roughness coefficient "n" from scaled up model data is about 15% lower than values obtained from prototype tests. The results suggest that great care must be used when using values of Manning's "n" obtained from model tests"--Summary. |
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| 546 | |aIncludes summary in French. |
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| 692 | 07|2gccst|aDrainage |
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| 692 | 07|2gccst|aErosion |
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| 710 | 1 |aCanada. |bEnvironment Canada. |
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| 710 | 2 |aNational Water Research Institute (Canada) |
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| 830 | #0|aNWRI contribution ;|v90-114. |w(CaOODSP)9.844121 |
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| 856 | 40|qPDF|s1.31 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-90-114-eng.pdf |
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