| 000 | 00000nam 2200000zi 4500 |
| 001 | 9.872862 |
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| 003 | CaOODSP |
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| 005 | 20241203113648 |
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| 006 | m o d f |
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| 007 | cr |n||||||||| |
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| 008 | 190513s1988 onca #ot f000 0 eng d |
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| 040 | |aCaOODSP|beng|erda|cCaOODSP |
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| 043 | |an-cn--- |
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| 086 | 1 |aEn13-5/88-75E-PDF |
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| 100 | 1 |aEngel, Peter, |d1938- |eauthor. |
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| 245 | 10|aStage-discharge equations for sharp crested composite weirs / |cby Peter Engel and D. Doede. |
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| 264 | 1|aBurlington, Ontario : |bNational Water Research Institute, |c1988. |
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| 300 | |a1 online resource (iii, 13 (14) pages) : |billustrations. |
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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 ; |vno. 88-75 |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 500 | |a"April 1988." |
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| 504 | |aIncludes bibliographical references. |
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| 520 | |a"The Water Survey of Canada uses compound weirs at some of their hydrometric stations. A theoretical and experimental study was conducted to investigate the behaviour of such weirs near the crest transition. The results show that, while theoretical methods describe the stage-discharge equations very well, on-site calibrations should be conducted to obtain the necessary accuracy. Analysis also indicates that careful consideration must be given to the geometric proportioning of the weir cross-section"--Summary. |
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| 692 | 07|2gccst|aWater management |
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| 700 | 1 |aDoede, D., |eauthor. |
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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 ;|vno. 88-75.|w(CaOODSP)9.844121 |
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| 856 | 40|qPDF|s1.65 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-88-75-eng.pdf |
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