{"id":2339,"date":"2024-01-14T15:41:35","date_gmt":"2024-01-14T22:41:35","guid":{"rendered":"https:\/\/cripe.ca\/?page_id=2339"},"modified":"2024-01-14T15:43:11","modified_gmt":"2024-01-14T22:43:11","slug":"atelier-1","status":"publish","type":"page","link":"https:\/\/cripe.ca\/fr\/publications\/procedure\/atelier-1\/","title":{"rendered":"Atelier 01 (1980)"},"content":{"rendered":"
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Actes de la 1\u00e8re \u00e9ditionst<\/sup>\u00a0Atelier sur la hydraulique des rivi\u00e8res recouvertes de glace (1980)<\/h2>\n\n\n\n
Burlington, Ontario<\/div>\n\n\n\n
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Le flux dans les canaux recouverts de glace : quelques bases\n <\/h3>\n
R. Gerard<\/div>\n
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\n <\/i> 2,92 Mo\n <\/div>\n <\/div>\n
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Investigation du coefficient de r\u00e9sistance pour le dessous des couvertures de glace\n <\/h3>\n
S. P. Chee et M. R. Haggag<\/div>\n
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\n <\/i> 1,86 Mo\n <\/div>\n <\/div>\n
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Capacit\u00e9 de transport avec couverture de glace pour la rivi\u00e8re Nashwaak, N.-B.\n <\/h3>\n
B. Burrell et K. S. Davar<\/div>\n
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\n <\/i> 4,38 Mo\n <\/div>\n <\/div>\n
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La r\u00e9sistance du canal Beauharnois en hiver\n <\/h3>\n
G. Tsang<\/div>\n
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\n <\/i> 10,58 Mo\n <\/div>\n <\/div>\n
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R\u00e9sistance hydraulique de la couverture de glace dans la section des rapides internationaux de la rivi\u00e8re Saint-Laurent\n <\/h3>\n
D. F. Witherspoon<\/div>\n
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\n <\/i> 4,90 Mo\n <\/div>\n <\/div>\n
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Analyse des profils de vitesse sous la glace dans les cours d'eau peu profonds\n <\/h3>\n
D. J. Calkins, D. Deck et C. Martinson<\/div>\n
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\n <\/i> 2,63 Mo\n <\/div>\n <\/div>\n
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Une relation entre la d\u00e9charge et le niveau de l'eau pour la stabilit\u00e9 de la couverture de glace\n <\/h3>\n
R. K. Carson et S. T. Lavender<\/div>\n
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\n <\/i> 1,82 Mo\n <\/div>\n <\/div>\n
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Caract\u00e9ristiques du flux sous une couverture flottante rugueuse\n <\/h3>\n
M. Gogus et J. C. Tatinclaux<\/div>\n
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\n <\/i> 3,25 Mo\n <\/div>\n <\/div>\n
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Le processus de rupture et la documentation des glaces de 1978 sur la rivi\u00e8re Athabasca \u00e0 Fort McMurray\n <\/h3>\n
D. D. Andres<\/div>\n
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\n <\/i> 4,67 Mo\n <\/div>\n <\/div>\n
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Observation et analyse des blocages lors de la phase de cong\u00e9lation sur la rivi\u00e8re Peace pr\u00e8s de Taylor\n <\/h3>\n
T. Keenhan, U. S. Panu et V. C. Kartha<\/div>\n
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\n <\/i> 3,44 Mo\n <\/div>\n <\/div>\n
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Sur River Ice Hydraulics : document de discussion\n <\/h3>\n
B. Michel<\/div>\n
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\n <\/i> 1,51 Mo\n <\/div>\n <\/div>\n
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R\u00e9sistance hydraulique g\u00e9n\u00e9r\u00e9e par la formation de glace fr\u00e9g\u00e9e (extrait d\u00e9taill\u00e9)\n <\/h3>\n
J. P. Gosink et T. E. Osterkamp<\/div>\n
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\n <\/i> 607,64 Ko\n <\/div>\n <\/div>\n
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Dames suspendues dans le syst\u00e8me de Manitoba Hydro\n <\/h3>\n
H. R. Hopper et R. R. Raban<\/div>\n
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\n <\/i> 2,94 Mo\n <\/div>\n <\/div>\n
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Analyse des conditions hydrauliques et glaciaires \u00e0 Terrebonne en lien avec les inondations hivernales et printani\u00e8res\n <\/h3>\n
P. R. Tremblay et D. Thibeault<\/div>\n
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\n <\/i> 3,84 Mo\n <\/div>\n <\/div>\n
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Exploitation de la glace Frazil\n <\/h3>\n
R. E. Perham<\/div>\n
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\n <\/i> 6,12 Mo\n <\/div>\n <\/div>\n
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D\u00e9tection acoustique de la formation de fr\u00e9gates\n <\/h3>\n
T. O\u2019D. Hanley et S. Ramachandra Rao<\/div>\n
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\n <\/i> 788,53 Ko\n <\/div>\n <\/div>\n
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Limites de la mod\u00e9lisation num\u00e9rique de la glace dans les rivi\u00e8res\n <\/h3>\n
F. Clement et S. Petryk<\/div>\n
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\n <\/i> 4,39 Mo\n <\/div>\n <\/div>\n
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Les am\u00e9liorations r\u00e9centes dans la mod\u00e9lisation num\u00e9rique de la glace des rivi\u00e8res\n <\/h3>\n
S. Petryk, U. Panu et F. Clement<\/div>\n
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\n <\/i> 2,78 Mo\n <\/div>\n <\/div>\n
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\u00c9valuation de la rugosit\u00e9 de la glace, rivi\u00e8re Thames, Ontario\n <\/h3>\n
W. L. Knowles et D. B. Hodgins<\/div>\n
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\n <\/i> 2,09 Mo\n <\/div>\n <\/div>\n
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Contenu r\u00e9sum\u00e9\n <\/h3>\n
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\n <\/i> 907,30 Ko\n <\/div>\n <\/div>\n
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    <\/ul><\/div>
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    <\/div>\n <\/div>\n<\/div>\n<\/section><\/div>","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":470,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"wp-custom-template-proceedings-index","meta":{"_acf_changed":false,"_gspb_post_css":"#gspb_heading-id-gsbp-42d25ee{margin-bottom:0}.gspb_container-id-gsbp-2974d450-2563{flex-direction:column;box-sizing:border-box}#gspb_container-id-gsbp-2974d450-2563.gspb_container>p:last-of-type{margin-bottom:0}.gspb_container{position:relative}#gspb_container-id-gsbp-2974d450-2563.gspb_container{margin-top:16px;margin-bottom:16px}.gspb_text-id-gsbp-a9134f0{margin-bottom:0!important}","footnotes":""},"class_list":["post-2339","page","type-page","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/cripe.ca\/fr\/wp-json\/wp\/v2\/pages\/2339","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/cripe.ca\/fr\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/cripe.ca\/fr\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/cripe.ca\/fr\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/cripe.ca\/fr\/wp-json\/wp\/v2\/comments?post=2339"}],"version-history":[{"count":2,"href":"https:\/\/cripe.ca\/fr\/wp-json\/wp\/v2\/pages\/2339\/revisions"}],"predecessor-version":[{"id":2341,"href":"https:\/\/cripe.ca\/fr\/wp-json\/wp\/v2\/pages\/2339\/revisions\/2341"}],"up":[{"embeddable":true,"href":"https:\/\/cripe.ca\/fr\/wp-json\/wp\/v2\/pages\/470"}],"wp:attachment":[{"href":"https:\/\/cripe.ca\/fr\/wp-json\/wp\/v2\/media?parent=2339"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}