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Autor:
Bryan W. Karney, Ahmad Malekpour
Publikováno v:
Journal of Irrigation and Drainage Engineering. 141
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
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[EN] The discussed paper states that the rigid column model is applied for a single air pocket and the nature of the used equations makes it difficult to be employed in case of several air pockets. The discussers do not agree with this assertion.
Publikováno v:
Journal of Hydraulic Engineering. 139:385-396
Mixed flows in storm water systems (SWSs) generate a set of complex phenomena that are difficult to capture in modeling. Shock-fitting and shock-capturing techniques are the two main numerical approaches employed today, but these require a number of
Autor:
Mathurin Daynou, Jean Rousselle, Gilles RivardG. Rivard, Thomas WalliserT. Walliser, Musandji Fuamba
Publikováno v:
Canadian Journal of Civil Engineering. 37:209-223
Le rejet non contrôlé des eaux pluviales est une importante cause de la dégradation de la qualité de l’environnement, notamment au niveau de la nappe phréatique, des milieux récepteurs et des habitations. L’analyse de l’état actuel de la
Autor:
Thomas WalliserT. Walliser, Gilles RivardG. Rivard, Musandji Fuamba, Jean Rousselle, Mathurin Daynou
Publikováno v:
Canadian Journal of Civil Engineering. 37:224-235
Pour inciter les professionnels québécois engagés dans la gestion durable et optimale des eaux pluviales à cibler des objectifs clairs, huit propositions d’action publique, de même qu’une démarche méthodologique sommaire pouvant aider à u
Autor:
Musandji Fuamba, Mathurin Daynou
Publikováno v:
Journal of Hydraulic Research. 46:571-573
Publikováno v:
Journal of Irrigation and Drainage Engineering. 140
Rapid pipe filling or emptying of water mains and sewer systems is accompanied by transitions between free surface and pressurized flow regimes and subatmospheric unsteady flows, leading to...
Publikováno v:
Journal of Water Management Modeling.
Drainage systems are designed to quickly convey rainwater from urban areas to areas of natural flow (rivers, streams, lakes, etc). Hence, they are sized with the assumption of steady free surface flow. With the frequent flooding of storm sewers and c
Publikováno v:
Canadian Journal of Civil Engineering. Dec2010, Vol. 37 Issue 12, pC-1-C-7. 7p.