Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Claude Marche"'
Publikováno v:
Canadian Journal of Civil Engineering. 41:677-685
Les barrages en remblai, et les barrages en general, sont dimensionnes pour resister aux differents facteurs (meteorologique, sismique, humain) qui pourraient causer leur rupture. Cependant, le risque zero n’existe pas et la probabilite que chaque
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b183ff135bdcab4802d2eef24fe40b13
https://doi.org/10.1139/cjce-2011-0570
https://doi.org/10.1139/cjce-2011-0570
Publikováno v:
Natural Hazards. 71:21-39
The standard procedure in Quebec, Canada, for evaluating the failure of an embankment dam, per the Loi sur la securite des barrages, specifies a 30-min-long failure scenario with a breach width equal to four times the maximal height of the dam. We de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c89bc791336bc383ac72980e8e6f7141
https://doi.org/10.1007/s11069-013-0897-2
https://doi.org/10.1007/s11069-013-0897-2
Publikováno v:
Journal of Hydraulic Engineering. 136:901-913
This paper presents the results of a laboratory investigation whose purpose was to evaluate the effects of compaction on the erodibility of cohesionless soils. By means of a recently developed flume experiment, sediment erosion rates and incipient mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e047b665eb3f523ab36f2d38362707f0
https://doi.org/10.1061/(asce)hy.1943-7900.0000274
https://doi.org/10.1061/(asce)hy.1943-7900.0000274
Publikováno v:
Advances in Water Resources. 30:2499-2510
During the last four decades, several numerical formulations and specialized software have been developed in response to studies about dam break (DB) wave propagation and its hydraulic and environmental impacts on downstream hydraulic structures and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6a9ea03684632fa432674e31b8fad4c
https://doi.org/10.1016/j.advwatres.2007.06.005
https://doi.org/10.1016/j.advwatres.2007.06.005
Publikováno v:
Canadian Journal of Civil Engineering. 31:927-942
Attempts to forecast the final form of a dam-break suffer from various uncertainty sources such as field data (topography, hydraulic and geotechnical parameters), and modeling assumptions. So the result seems to be at least partially chaotic and diff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57752e00373d03f181342f0c86cd3eb1
https://doi.org/10.1139/l04-097
https://doi.org/10.1139/l04-097
Publikováno v:
Canadian Journal of Civil Engineering. 31:146-154
Mots cles : gestion de reservoir, previsions, apports, risque, incertitude. Abstract: The behaviour of a hydric system depends on three factors : (i) the state of the installation, ( ii) the operating rules, and (iii) the inflows. While the first two
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e0089ca7a113178d1fa775a3bc59812c
https://doi.org/10.1139/l03-108
https://doi.org/10.1139/l03-108
Publikováno v:
Journal of the American Water Resources Association. 39:1385-1396
There is a general belief in the public eye that extreme events such as floods are becoming more and more common. This paper explores this hypothesis by examining the historical evolution of annual expected flooding damage on the Chateauguay River Ba
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f93453f25d697e8763586b3569ea03f8
https://doi.org/10.1111/j.1752-1688.2003.tb04425.x
https://doi.org/10.1111/j.1752-1688.2003.tb04425.x
Publikováno v:
Canadian Journal of Civil Engineering. 30:1111-1122
Because of uncertainty on inflows, a hydroelectric system may at any time leave its normal zone of operation and fail. This paper proposes a way to continuously measure this risk of failure by presenting it in the form of time-varying indicators. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::66dde72123ebc67146dc200d8ce4f359
https://doi.org/10.1139/l03-081
https://doi.org/10.1139/l03-081
Autor:
Musandji Fuamba, Claude Marche
Publikováno v:
Canadian Journal of Civil Engineering. 29:875-884
The failure of a submerged dyke is very often due to the erosion of the materials that form the work. The erosion process continues until a hydro-geotechnical equilibrium is developed between the spillover and the dyke. An experimental laboratory stu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1793d8a5f2f716c7d6084f71a6f063fa
https://doi.org/10.1139/l02-094
https://doi.org/10.1139/l02-094
Publikováno v:
Canadian Journal of Civil Engineering. 29:612-621
Drinking water storage tanks are used to respond to fluctuating demand and to maintain water pressure in the distribution network. In drinking water plants, they are also used for disinfection. In both cases, a good knowledge of the residence time di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db1d65d1c04ed3450740b4d3b0f56f3f
https://doi.org/10.1139/l02-058
https://doi.org/10.1139/l02-058