| contributor author | A. Castellarin | |
| contributor author | G. Di Baldassarre | |
| contributor author | P. D. Bates | |
| contributor author | A. Brath | |
| date accessioned | 2017-05-08T20:46:21Z | |
| date available | 2017-05-08T20:46:21Z | |
| date copyright | February 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%290733-9429%282009%29135%3A2%2896%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26651 | |
| description abstract | Choosing a suitable set of cross sections for the representation of the natural geometry of a river is important for the efficiency of one-dimensional (1D) hydraulic models, but only few guidelines are available for the selection of the most suitable distance between cross sections, depending on the hydraulic problem at hand. This issue is investigated by examining models of a | |
| publisher | American Society of Civil Engineers | |
| title | Optimal Cross-Sectional Spacing in Preissmann Scheme 1D Hydrodynamic Models | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 2 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2009)135:2(96) | |
| tree | Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 002 | |
| contenttype | Fulltext | |
