| 000 | 00000nam 2200000zi 4500 |
| 001 | 9.945716 |
| 003 | CaOODSP |
| 005 | 20241128111926 |
| 006 | m o d f |
| 007 | cr bn||||||||| |
| 008 | 241128e197801##oncad ob f000 0 eng d |
| 040 | |aCaOODSP|beng|erda|cCaOODSP |
| 041 | 0 |aeng|beng|bfre |
| 086 | 1 |aEn36-522/154-1978E-PDF |
| 100 | 1 |aEngel, P., |eauthor. |
| 245 | 10|aEstimation of bed-load from bottom profiles / |cby P. Engel. |
| 264 | 1|a[Burlington, Ont.] : |bCanada Centre for Inland Waters, Hydraulics Research Division, Environmental Hydraulics Section, |cJanuary 1978. |
| 300 | |a1 online resource (ii, 9 pages, 13 unnumbered pages) : |billustrations, graphs. |
| 336 | |atext|btxt|2rdacontent |
| 337 | |acomputer|bc|2rdamedia |
| 338 | |aonline resource|bcr|2rdacarrier |
| 490 | 1 |aUnpublished report |
| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
| 504 | |aIncludes bibliographical references (page 9). |
| 520 | |a"The method of determining bed-load from successive profiles by using elevation differences at fixed points has been examined. It was found that the bed-load discharge thus obtained is time dependent and that bed-forms do not maintain their identity long enough to apply this method over one bed-form cycle. Analysis indicates that a time averaged procedure is required which can only be attained by the use of some characteristic bed-form height and bed-form speed. Some suggestions are made on future research"--Summary, page ii. |
| 546 | |aIncludes summary in English and French. |
| 650 | 0|aBed load|xMeasurement. |
| 650 | 0|aBed load|xMathematical models. |
| 650 | 6|aCharge de fond|xMesure. |
| 650 | 6|aCharge de fond|xModèles mathématiques. |
| 710 | 2 |aCanada Centre for Inland Waters. |bHydraulics Research Division, |eissuing body. |
| 830 | #0|aUnpublished report (Canada Centre for Inland Waters)|w(CaOODSP)9.881827 |
| 856 | 40|qPDF|s925 KB|uhttps://publications.gc.ca/collections/collection_2024/eccc/en36/En36-522-154-1978-eng.pdf |