Journal of hydrologic engineering, Vol. 8, N° 2. Journal of Hydrologic Engineering - Mars/Avril 2003
| Titre : | Journal of hydrologic engineering, Vol. 8, N° 2. Journal of Hydrologic Engineering - Mars/Avril 2003 |
| Type de document : | Bulletin |
| Paru le : | 25/12/2005 |
Dépouillements
Article : texte imprimé
The Point location scale conservation of hydrologic processes, when viewed at the scale of computational grid areas, become stochastic partial differential equations (PDEs). For the upscaling of the point location scale conservation equations to[...]
Article : texte imprimé
Yoon, Jaeyoung, Auteur ;
Kavvas, M. Levent, Auteur
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In this paper, the second in a series of two, the theory developed in the companion paper is applied to the case of the stochastic overland flow equation, and a numerical solution method is presented for the resulting Fokker-Plank equation (FPE)[...]
Article : texte imprimé
Ogden, Fred L., Auteur ;
Dawdy, David R., Auteur
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Runoff data were analyzed from the semihumid 21.2km² Goodwin Creek Experimental Watershed (GCEW) in northen Mississippi to examine watershed response over a range of scales. Runoff is monitored at the GCEW outlet and in 13 subcatchments, ranging[...]
Article : texte imprimé
Article : texte imprimé
Singh, Vijay P., Auteur ;
Deng, Zhi-Qiang, Auteur
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An Entropy based method is developed for estimating parameters of the four parameter kappa distribution. Using sets of data on annual maximum rainfall and on annual peak flow discharge, the entropy based method is evaluated and compared with the[...]
Article : texte imprimé
Jain, Ashu, Auteur ;
Indurthy, Prasad, Auteur
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Modeling of an event based rainfall runoff process has been of importance in hydrology. Historically, researchers have relied on conventional modeling techniques, either deterministic, which consider the physics of the underlying process, or sy[...]
Article : texte imprimé
Jacobs, Jennifer M., Auteur ;
Wang, Min Hui, Auteur
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A numerical model is developed to determine the flow depth and discharge relationship for turbulent flows over vegetated flood plains. The Model is based on the turbulent boundary layer similarity concepts developed for atmospheric and pipe flow[...]
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