Zobrazeno 1 - 10
of 15
pro vyhledávání: '"F. E. Hicks"'
Autor:
F E Hicks, T Kowalczyk Hutchison
Publikováno v:
Canadian Journal of Civil Engineering. 34:473-484
This paper presents an investigation of all documented ice jam release events for the Athabasca River at Fort McMurray, Alberta. A review of the historical records indicates that release waves in excess of 3 m and propagation speeds of 4–5 m/s are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1843f4fb8a01c06132f2c68bb0eec30d
https://doi.org/10.1139/l06-144
https://doi.org/10.1139/l06-144
Autor:
F E Hicks, T. Peacock
Publikováno v:
Canadian Water Resources Journal. 30:159-174
At present, most river flood forecasts are conducted using a two-step procedure. First, flood routing is conducted, normally using hydrological models. The resulting flood peaks are then converted to water level forecasts using a steady flow hydrauli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::635b8e8bc18ca0ad9dfe2d23547e3192
https://doi.org/10.4296/cwrj3002159
https://doi.org/10.4296/cwrj3002159
Publikováno v:
Canadian Journal of Civil Engineering. 31:407-419
At present, the only truly accurate method of determining discharge under ice-affected conditions is by direct measurement. However, this is a costly undertaking that places technicians at personal risk. Because of this, the Water Survey of Canada of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97f108784bbceeceb648ad467be63a5c
https://doi.org/10.1139/l04-001
https://doi.org/10.1139/l04-001
Publikováno v:
Canadian Journal of Civil Engineering. 30:101-112
At present, the only accurate means of determining discharge under ice-affected conditions is by direct measurement, a costly undertaking that places field staff at personal risk. Consequently, winter discharge hydrographs are often based on interpol
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c7d4cc09db7a6673aa13dedb7aad2dd
https://doi.org/10.1139/l02-031
https://doi.org/10.1139/l02-031
Publikováno v:
Canadian Journal of Civil Engineering. 30:28-41
The ability to predict the response of an ice sheet to long-term loading is important in many situations. In northern regions, ice sheets have been used as construction platforms, drilling rig platforms, airfields, parking lots, and festival platform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da88268a1cd910742baae1ccbb4e07cf
https://doi.org/10.1139/l02-082
https://doi.org/10.1139/l02-082
Autor:
F E Hicks, J Blackburn
Publikováno v:
Canadian Journal of Civil Engineering. 29:64-75
This paper presents a proposed modeling approach which uses unsteady flow hydraulic modeling for both flood routing and flood level determination. The onerous data requirements of hydraulic models in the flood routing application are overcome through
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3ce607dd88fdb11a096e179373ff724
https://doi.org/10.1139/l01-079
https://doi.org/10.1139/l01-079
Publikováno v:
Journal of Hydraulic Engineering. 123:464-468
In modeling dam-break floods in natural channels, the practicing engineer must decide whether to use a one-dimensional (1D) or a two-dimensional (2D) numerical model. Here in the examination of what might be considered a 2D problem, it is clearly ill
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::983a77f8b4e81ccceb91307f59dad14a
https://doi.org/10.1061/(asce)0733-9429(1997)123:5(464)
https://doi.org/10.1061/(asce)0733-9429(1997)123:5(464)
Autor:
Y. Lam Lau, John F. Walker, Robert Ettema, P. M. Steffler, Martin J. Teal, F. E. Hicks, Peter Engel
Publikováno v:
Journal of Hydraulic Engineering. 122:474-477
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1ffa6798a6362fc307d9d070c1819ce0
https://doi.org/10.1061/(asce)0733-9429(1996)122:8(474)
https://doi.org/10.1061/(asce)0733-9429(1996)122:8(474)
Autor:
P. M. Steffler, F. E. Hicks
Publikováno v:
International Journal for Numerical Methods in Fluids. 20:99-113
Finite element schemes for hyperbolic systems are applied to the St. Venant equations for one-dimensional, unsteady, open channel flow. The comparative performances of the characteristic-dissipative-Galerkin, Taylor-Galerkin and least squares finite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0ff285431f3c159866682f7064f4dbb5
https://doi.org/10.1002/fld.1650200202
https://doi.org/10.1002/fld.1650200202
Publikováno v:
Canadian Journal of Civil Engineering. 19:454-462
This paper describes the application of the characteristic-dissipative-Galerkin method to steady and unsteady open channel flow problems. The robust performance of this new finite element scheme is demonstrated in modeling the propagation of ice jam
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9107130c9baa4cccbf627c4f397d932
https://doi.org/10.1139/l92-055
https://doi.org/10.1139/l92-055