Volume 8, Issue 2, April 2020, Page: 46-50
Propagation of Flood Wave in River and Construction Riverbanks – Example of River Velika Morava
Aleksandra Rajcevic, Faculty of Civil Engineering, University of Belgrade, Belgrade, Serbia
Received: Dec. 26, 2019;       Accepted: Feb. 3, 2020;       Published: Feb. 13, 2020
DOI: 10.11648/j.ajam.20200802.11      View  25      Downloads  39
Abstract
In hydraulics area there is an open space for apply of numerical methods, instead of frequently used empirical formulas. At first place numerical methods may be used in river flow hydraulics and ground water flow. Application of numerical methods is given enough correct results and prediction for all parameters in river flow, that is presented in this paper. Natural phenomenon of flood wave is researched and original numerical method is shown, having calculation of water depth as primary goal. There are different amount of flooding in river in correspondence with event frequency which are monitored through numerical calculation and measuring. Numerical calculation of water depth in huge amount of flooding is important for defined defense areas. In this paper is researched flood wave in river Velika Morava, propagated from city Naissus to measuring station Bagrdan, continuing to city Smederevo where is merged with Danube. Flooding is unsteady flow with dominant part of kinetic energy. Propagation of flood wave is analyzed as plane problem and through numerical procedure are calculated values of water depth. Calculation results of propagated flood wave is treated with measured data water depth H and discharge Q. Presented calculated and measured data are compared and they have small differences, therefor results are acceptable as correct. Whole volume of flooded water in river is analyzed for calculation results correction and average cross section of flow is got.
Keywords
Numerical Methods, Flood Wave, Defense of Flood
To cite this article
Aleksandra Rajcevic, Propagation of Flood Wave in River and Construction Riverbanks – Example of River Velika Morava, American Journal of Applied Mathematics. Vol. 8, No. 2, 2020, pp. 46-50. doi: 10.11648/j.ajam.20200802.11
Copyright
Copyright © 2020 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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