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| 001 | 9.903217 |
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| 003 | CaOODSP |
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| 005 | 20221107180202 |
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| 006 | m o d f |
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| 007 | cr |n||||||||| |
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| 008 | 210913e197902##oncd ob f000 0 eng d |
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| 040 | |aCaOODSP|beng|erda|cCaOODSP |
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| 041 | |aeng|bfre |
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| 086 | 1 |aEn36-540/08-1979E-PDF |
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| 100 | 1 |aEngel, Peter, |d1938- |eauthor. |
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| 245 | 10|aComputation of bed load using bathymetric survey data / |cby Peter Engel and Y. Lam Lau. |
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| 264 | 1|aBurlington, Ontario : |bHydraulics Research Division, National Water Research Institute, Canada Centre for Inland Waters, |cFebruary 1979. |
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| 300 | |a1 online resource (12 pages, 7 unnumbered 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 |aUnpublished manuscript |
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| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
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| 504 | |aIncludes bibliographical references (page 11). |
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| 520 | 3 |a"A method of calculating bed—load transport is presented. This method takes advantage of the rapid bathymetric surveys which can be made in large rivers. The proposed equation is based on sediment continuity and an assumption for the base level of zero transport. Experimental data were obtained in a series of flume tests and the measured transport rates are compared with the calculated transport rates using the proposed equation. Comparisons are also made with the Ackers—White Equation"--Abstract. |
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| 546 | |aIncludes abstract and management perspective in French. |
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| 650 | 0|aBed load|xMeasurement. |
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| 650 | 0|aSediment transport|xMeasurement. |
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| 650 | 6|aCharge de fond|xMesure. |
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| 650 | 6|aSédiments (Géologie)|xTransport|xMesure. |
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| 710 | 2 |aCanada Centre for Inland Waters, |eissuing body. |
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| 710 | 2 |aNational Water Research Institute (Canada). |bHydraulics Research Division, |eissuing body. |
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| 830 | #0|aUnpublished manuscript (Canada Centre for Inland Waters)|w(CaOODSP)9.901577 |
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| 856 | 40|qPDF|s1.06 MB|uhttps://publications.gc.ca/collections/collection_2021/eccc/En36-540-08-1979-eng.pdf |
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