Journal of hydrologic engineering, Vol. 7, N° 6. Journal of Hydrologic Engineering - Novembre/Decembre 2002
| Titre : | Journal of hydrologic engineering, Vol. 7, N° 6. Journal of Hydrologic Engineering - Novembre/Decembre 2002 |
| Type de document : | Bulletin |
| Paru le : | 21/12/2005 |
Dépouillements
Article : texte imprimé
Sun, H., Auteur ;
Cornish, P. S., Auteur ;
Daniell, T. M.
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A rainfall runoff model based on a digital elevation model was employed for investigation of spatial variability in hydrologic modeling in a small catchment (3 km²) in South Australia. The Study improves an existing model, THALES, by further dev[...]
Article : texte imprimé
Choudhury, Parthasarathi, Auteur ;
Shrivastava, Rakesh Kumar, Auteur ;
Narulkar, Sandeep M.
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The Muskingum model is a two parameter model that is applicable for single inflow flood routing. In Real world problems, a number of tributaries join the main channel at different locations constituting a channel network. In Order to simulate th[...]
Article : texte imprimé
Chen, Charng Ning, Auteur ;
Tang, Chu Yang, Auteur
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A method to convert a known unit hydrograph to unit hydrographs of different durations, as an alternative to the S-Hydrograph method, is introduced. The Methode called the Complementary Hydrograph method involves a process of decomposing a knwon[...]
Article : texte imprimé
Guo, James C. Y., Auteur
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The Operational cycle of the a stormwater quality control basin can be divided into the waiting period between events and the filling and draining period during an event. In this study, an inherent overflow risk is defined as the probability of [...]
Article : texte imprimé
Prunty, Lyle, Auteur
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Competing theories used to describe coupled transport of heat and water in soil are irreversible thermodynamics (IT) and the Philip-de Vries (PD) theory. In practice, PD has dominated the field and advanced understanding through models used to p[...]
Article : texte imprimé
Swamee, Prabhata K., Auteur
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The Log normal distribution is frequently used in hydrological studies. However, the distribution is in the form of an integral that cannot be expressed in the form of elementary functions. Thus, the lognormal distribution cannot be used for ana[...]
Article : texte imprimé
Wong, Tommy S. W., Auteur
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Time of travel in channel is an important parameter in drainage design. By means of the kinematic wave theory, it is possible to obtain an analytical time of travel formula for certain idealized channel conditions. Hitherto, the kinematic wave t[...]
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