Journal of hydrologic engineering, Vol. 11, N°2. Journal of Hydrologic Engineering - Mars/Avril 2006
| Titre : | Journal of hydrologic engineering, Vol. 11, N°2. Journal of Hydrologic Engineering - Mars/Avril 2006 |
| Type de document : | Bulletin |
| Paru le : | 02/04/2006 |
Dépouillements
Article : texte imprimé
Hu, Henry H., Auteur ;
Doeing, Brian J. ;
Kreymborg, Leo R., Auteur ;
Jutila, Scott A. ;
Baron, Kurtis S., Auteur
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In order to reduce future flood damage in the Red River of the North Basin, the U.S. Army Corps of Engineers, St Paul District, is developing a Corps Water Management System (CWMS) to assist in real-time operation of reservoirs to regulate rese[...]
Article : texte imprimé
Article : texte imprimé
Ferro, Vito, Auteur ;
Porto, Paolo, Auteur
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In this paper a regional flood frequency analysis based on the two-component extreme value (TCEV) distribution is developed using flood data recorded in Sicily. The Hierarchical approach characterized by three investigation levels for estimating[...]
Article : texte imprimé
Woolhiser, David A., Auteur ;
Smith, Roger E., Auteur ;
Stothoff, Stuart A. ;
Fedors, Randall W., Auteur
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The KINEROS2 rainfall-runoff model was used in this case study to estimate plane and channel infiltration within the Upper Split Wash watershed on Yucca Mountain, Nev. Averaged over the watershed area, estimated mean annual runoff, channel infil[...]
Article : texte imprimé
Valdés, Juan B., Auteur ;
Kim Tae-Woong, Auteur ;
Yoo, Chulsang
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A drought is usually represented by duration and severity, and may last several months or years. Multidimensional characteristics of a drought make univariate analysis unable to reveal the significant relationship among drought properties. Furth[...]
Article : texte imprimé
Mizumura, Kazumasa, Auteur ;
Mizushima, Mitsuhiro, Auteur ;
Kiyohara, Daisuke
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This Study presents a downstream boundary condition for the nonlinear Boussinesq equation (NBE) in an unconfined rectangular aquifer using experimental results, which is often caused by drought flow in a recession period. It is possible to obtai[...]
Article : texte imprimé
Singh, Vijay P., Auteur ;
Zhang, L., Auteur
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Using the copula method, bivariate distributions of flood volume, and duration were derived. A major advantage of this method is that marginal distributions of individual variabls (i.e., flood peak, volume, and duration) can be of any form and t[...]
Article : texte imprimé
Peng, Dingzhi, Auteur ;
Guo, Shenglian, Auteur ;
Liu, Pan ;
Liu, Ting
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A reservoir is one of the most efficient measures for integrated water resources development and management. The Reservoir storage curve is a vital parameter for water balance and strategic risk management. Compared with the traditional approach[...]
Article : texte imprimé
Wong, Tommy S. W., Auteur ;
Zhou, M. C., Auteur
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Essential to the application of the Kinematic wave theory to open channel flow is the kinematic wave parameters which relate the discharge to the flow area in the channel. Earlier works have developed the kinematic wave parameters for a variety [...]
Article : texte imprimé
Purcell, Patrick J., Auteur
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The Linear reservoir is a widely used conceptual model of the rainfall runoff process. The Linear reservoir model transforms rainfall excess to direct surface runoff. The Shape of a physical analog of the linear reservoir has been developed math[...]
Article : texte imprimé
Schmid, Bernhard H., Auteur ;
Koskiaho, Jari, Auteur
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Artificial neural networks (ANNs) are flexible tools from neuro informatics that have performed well in a number of hydrologic applications so far. They tend to be particularly useful when applied to complex processes, the details of which are n[...]
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