| 000 | 00000nam 2200000zi 4500 |
| 001 | 9.877042 |
| 003 | CaOODSP |
| 005 | 20241203113650 |
| 006 | m o d f |
| 007 | cr ||||||||||| |
| 008 | 190726s1990 oncad #ob f000 0 eng d |
| 040 | |aCaOODSP|beng|erda|cCaOODSP |
| 041 | |aeng|bfre |
| 043 | |an-cn--- |
| 086 | 1 |aEn13-5/90-133E-PDF |
| 100 | 1 |aEngel, Peter, |d1938- |eauthor. |
| 245 | 10|aOn the vertical transit method of determining the mean velocity in open channel flow / |cPeter Engel. |
| 264 | 1|aBurlington, Ontario : |bNational Water Research Institute = Institut national de recherche sur les eaux, |c[1990] |
| 300 | |a1 online resource (iv, 24 pages, 16 unnumbered pages) : |billustrations, graphs. |
| 336 | |atext|btxt|2rdacontent |
| 337 | |acomputer|bc|2rdamedia |
| 338 | |aonline resource|bcr|2rdacarrier |
| 490 | 1 |aNWRI contribution ; |v90-133 |
| 500 | |aTitle from cover. |
| 500 | |aDigitized edition from print [produced by Environment and Climate Change Canada]. |
| 504 | |aIncludes bibliographical references (page 21). |
| 520 | |a"Theoretical and dimensional analysis were used to examine the factors that must be considered in the integration of a vertical velocity profile of an open channel flow to obtain the mean velocity. The results show, that for logarithmic profiles, the mean velocity obtained by vertical integration is slightly larger than the true value and that this discrepancy is primarily a function of the ratio a/h (h = depth of the flow, a = the distance between the meter rotor and the bed when the sounding weight is resting on the bed)"--Summary, page iii. |
| 546 | |aIncludes summary and management perspective in English and French. |
| 692 | 07|2gccst|aStreams |
| 692 | 07|2gccst|aMethodology |
| 692 | 07|2gccst|aMeasurement |
| 710 | 1 |aCanada. |bEnvironment Canada. |
| 710 | 2 |aNational Water Research Institute (Canada) |
| 830 | #0|aNWRI contribution ;|v90-133.|w(CaOODSP)9.844121 |
| 856 | 40|qPDF|s2.68 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en13-5/En13-5-90-133-eng.pdf |