Journal of hydrologic engineering, Vol. 4, N° 4. Journal of Hydrologic Engineering - Octobre 1999
| Titre : | Journal of hydrologic engineering, Vol. 4, N° 4. Journal of Hydrologic Engineering - Octobre 1999 |
| Type de document : | Bulletin |
| Paru le : | 22/11/2005 |
Dépouillements
Article : texte imprimé
Fernández, Bonifacio, Auteur ;
Salas, José D., Auteur
|
The Estimation of return periods of hydrological events and the corresponding risks of failure of hydraulic structures that are associated with such events are important aspects in many water resources studies. For simple hydrologic events such [...]
Article : texte imprimé
Fernández, Bonifacio, Auteur ;
Salas, José D., Auteur
|
A Mathematical formulation to estimate return periods and risks of failure of complex hydrologic events such as those arising from dependent floods and droughts have been examined in the first part of this paper. Specifically, some relationships[...]
Article : texte imprimé
Fernández, Bonifacio, Auteur ;
Fattorelli, Sergio, Auteur ;
Rodríguez, Sara, Auteur ;
Fornero, Luis
|
With the support of a dense hydrometeorological telemetric network of 24 stations over an area of 625 km² surrounding the metropolitan area of Mendoza city (central west Argentina) at 33% S, a detailed study of thunder storm rainfall fields was [...]
Article : texte imprimé
Ferro, Vito, Auteur ;
Porto, Paolo, Auteur
|
The Two-component extreme value (TCEV) distribution, which is currently applied in Italy for the regional rainfall and flood frequency analysis, and its hierarchical parameter estimating procedure, are briefly reviewed. Then, a new rainfall-dept[...]
Article : texte imprimé
Chaleeraktrakoon, Chavalit, Auteur
|
The Generation of seasonal flows that can reproduce the historic basic statistics at more than one aggregation level is usually desirable for most reservoir simulation studies. The Objective of this paper is to propose a stochastic procedure for[...]
Article : texte imprimé
Lee, Y. H., Auteur ;
Singh, Vijay P., Auteur
|
A tank model for rainfall-runoff is used for application of the Kalman filter. The State vector, representing the parameters of the tank model and its initial values, was estimated by trial and error. The Tank model using the Kalman filter with [...]
Article : texte imprimé
Bouwer, Herman, Auteur ;
Back, Jennifer T., Auteur ;
Oliver, James M.
|
Planning systems for the artificial recharge of ground water via surface infiltration requires site investigations to predict infiltration rates and land requirements. Also, the ability of the vadose zone to transmit water to the underlying aqui[...]
Article : texte imprimé
Mishra, Surendra Kumar, Auteur ;
Singh, Vijay P., Auteur
|
By employing looped or hysteretic rating curves, flood wave propagation in natural and artificial channels is analytically described. The Analytical relation between a quantitative descriptor of hesteresis η and phase difference Φ is verified us[...]
Article : texte imprimé
Tisdale, T. S., Auteur ;
Hamrick, J. M., Auteur ;
Yu, S. L.
|
A Methodology for simulating 2D sheet flow is examined. Although used in the past, a mathematical derivation of the methodology was not presented, and methodology performance without uncertainties introduced by infiltration estimates was not exa[...]
Article : texte imprimé
Ponce, Victor M., Auteur ;
Klabunde, Amy C., Auteur
|
The Feasibility of temporarily holding storm water in parking lots is examined by using a diffusion wave model of catchment dynamics. Four extreme storm types are applied to four typical parking lot sizes to assess the sensitivity of the resulti[...]
Article : texte imprimé
Roberts, Paul V., Auteur ;
Cunningham, Jeffrey A., Auteur ;
Goltz, Mark N.
|
Ground-water aquifers are an important source of water domestic, agricultural, and industrial use, but they are often contamined by hazardous chemicals. In this note, the writers consider the transport of a sorbing contaminant in an infinite, ma[...]
Article : texte imprimé
Shentsis, Isabela, Auteur ;
Ben-Ziv, Arie, Auteur
|
A Model was developed for updating a seasonal forecast without changing the structure and parameters of the forecast model. The Model inputs annual depths of precipitation, applies deterministic relatioships, and outputs six-month volumes of net[...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
