ISSN 2347 - 3983 Wasim Karam et al ., International Journal of EmergingVolume Trends 9. No. in Enginee 6, Junering 2021 Research, 9(6), June 2021, 703 – 714 International Journal of Emerging Trends in Engineering Research Available Online at http://www.warse.org/IJETER/static/pdf/file/ijeter15962021.pdf https://doi.org/10.30534/ijeter/2021/15962021 Simulation of Dam-Break Flood Wave and Inundation Mapping: A Case study of Attabad Lake Wasim Karam 1 , Fayaz A. Khan 2 , Muhammad Alam 3 , Sajjad Ali 4 1 Lab. Engineer, Department of Civil Engineering, University of Engineering and Technology Mardan, Pakistan,
[email protected] 2 Assistant Professor, National Institute of Urban Infrastructure Planning, University of Engineering and Technology Peshawar, Pakistan,
[email protected] 3,4 Assistant Professor, Department of Civil Engineering, University of Engineering and Technology Mardan, Pakistan,
[email protected],
[email protected] ABSTRACT 1. INTRODUCTION The break study of Landslide or embankment dams is more To establish sustainable management of the water resources essential due to uncertainty in their composition and lack of dams are much necessary. Dams are constructed to obstruct knowledge of their response to other natural events because the flow path of a river stream and make good use of the water they are natural and not properly designed for any disaster. that is ponded upstream of the structure. Dams can be The paper aims to improve different methods of hydraulic classified in many ways, Based on the material of the dam, modeling of dam break. In this present study dam break of dams are classified into embankment dams, concrete dams, Attabad lake is simulated using the computational fluid and masonry dams [1].