Wave attenuation of rubble-lined channel walls / by C.T. Bishop. : En13-5/86-101E-PDF
"Reducing wave heights in harbours entrance is often solved by lining channel jetties with broken rock (rip rap). This paper shows that where physical model tests are required to establish effectiveness of the added rip rap, that the size of the model rock is not significant to the interpretation of the measurements. Also, the values of parameters to permit computation of attenuation with greater precision and reliability have been established"-- Management perspective.
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publications.gc.ca/pub?id=9.849508&sl=1
| Ministère/Organisme | Canada. Environment Canada. National Water Research Institute (Canada) |
|---|---|
| Titre | Wave attenuation of rubble-lined channel walls / by C.T. Bishop. |
| Titre de la série | NWRI contribution ; 86-101 |
| Type de publication | Série - Voir l'enregistrement principal |
| Langue | [Anglais] |
| Format | Électronique |
| Document électronique | |
| Note(s) | "March 1986". "Prepared for the Small Craft Harbours Directorate, Department of Fisheries and Oceans". Digitized edition from print [produced by Environment and Climate Change Canada]. Includes bibliographical references: p. 19-20. Includes abstract and management perspective in French. |
| Information sur la publication | Burlington, Ont. : Hydraulics Division, National Water Research Institute, Canada Centre for Inland Waters, 1986. |
| Auteur / Contributeur | Bishop, Craig Timothy, 1953- |
| Description | 20, [14] p. : ill. |
| Numéro de catalogue |
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| Descripteurs | Hydrology |
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