| 000 | 00000nam 2200000zi 4500 |
| 001 | 9.882452 |
| 003 | CaOODSP |
| 005 | 20241203113653 |
| 006 | m o d f |
| 007 | cr |n||||||||| |
| 008 | 191126e197712##onc ob f000 0 eng d |
| 040 | |aCaOODSP|beng|erda|cCaOODSP |
| 043 | |an-cn--- |
| 086 | 1 |aEn36-522/54-1977E-PDF |
| 100 | 1 |aMuir, L. R. |q(Langley Russell)|eauthor. |
| 245 | 14|aThe computation of vertical structure associated with internal gravity waves / |cby L.R. Muir and P.F. Hamblin. |
| 264 | 1|a[Burlington, Ontario] : |bEnvironment Canada, Canada Centre for Inland Waters = Environnement Canada, Centre canadien des eaux intérieures, |cDecember 1977. |
| 300 | |a1 online resource (iii, 71 pages) |
| 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 24). |
| 520 | 3 |a"Two-numerical methods are presented for determining the vertical structure of an arbitrarily stratified water column in the presence of internal gravity waves. The development is entirely self-contained and contains listings for Fortran IV computer routines which incorporate the theory presented. The two methods were developed for very different: specific applications although they produce identical answers. Method 1 allows the specification of the forcing frequency, but Method 2 assumes a very long period wave, in both cases an arbitrary stable density distribution is allowed to be specified at arbitrary depths"--Abstract. |
| 650 | 0|aHydrologic models. |
| 650 | 6|aModèles hydrologiques. |
| 710 | 1 |aCanada. |bEnvironment Canada. |
| 710 | 2 |aCanada Centre for Inland Waters. |
| 830 | #0|aUnpublished report (Canada Centre for Inland Waters)|w(CaOODSP)9.881827 |
| 856 | 40|qPDF|s2.22 MB|uhttps://publications.gc.ca/collections/collection_2019/eccc/en36-522/En36-522-54-1977-eng.pdf |