Paper Title:
Investigations of the Difference in Dam Break Modeling Approaches between 1-D and 2-D Hydrodynamic Model
  Abstract

There are different numerical models performed on hydrodynamic behavior of dam break flood in canals and floodplains based on 1D and 2D modeling approaches. In recognition of increasing demand to precise modeling of dam break flood, and due to the limited instructions to choose the best computational model, this article appraises the difference between 1D and 2D modeling of the phenomenon based on the logical comparison of the results. For this purpose the Zayandeh-Rood dam in Iran was used as the case study and MIKE11 and MIKE21 are used for numerical exploration of the problem. The reliability of each approach is assessed and the applicability of each method for exact analyzing the dam break phenomena was demonstrated.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
2423-2426
DOI
10.4028/www.scientific.net/AMM.90-93.2423
Citation
A. Jouzdani, A. Kabiri-Samani, "Investigations of the Difference in Dam Break Modeling Approaches between 1-D and 2-D Hydrodynamic Model", Applied Mechanics and Materials, Vols. 90-93, pp. 2423-2426, 2011
Online since
September 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Ming Qin Liu, Y.L. Liu
Abstract:The purpose of this paper is to present a 2D depth-averaged model under orthogonal curvilinear coordinates for simulating two-dimensional...
2993
Authors: Chang Chun Wu
Chapter 8: Hydraulic Engineering
Abstract:Through project examples, this paper set up a two-dimensional finite element seepage flow model with the help of the Auto-BANK software, to...
2699
Authors: Xiao Li Yang, Wen Chao Fang, Long Hua Wu
Chapter 6: Hydraulic and Hydrodynamics Engineering, Water Supply and Drainage Engineering
Abstract:Taking Derisubaoleng Reservoir as an example, the experiment is mainly based on physical model and numerical simulation to study the effect...
1066