Dam Break Analysis of Idukki Dam Using HEC RAS
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056 Volume: 04 Issue: 07 | July-2017 www.irjet.net p-ISSN: 2395-0072 Dam Break Analysis of Idukki Dam using HEC RAS Abhijith R1, Amrutha G2, Gopika Vijayaraj3, Rijisha T V4 1 Asst. Professor, Department of Civil Engineering, Viswajyothi College of Engineering and Technology, Vazhakulam, Kerala, India 2,3,4 UG Scholar, Department of Civil Engineering, Viswajyothi College of Engineering and Technology, Vazhakulam, Kerala, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Idukki reservoir, with an active capacity of developments, contingency evacuation planning and real 1459000000 m3 is a part of the Idukki Hydroelectric Project time flood forecasting. For assessing the flood damage due and comprises of Idukki Arch Dam, Kulamavu Dam and to dam breach it is necessary to predict not only the Cheruthoni dam. During the monsoon period when the dams possibility and mode of a dam failure, but also the flood hydrograph of discharge from the dam breach and the are full at its Maximum Reservoir Level (MRL) or in an propagation of the flood waves. The studies are to map or adverse event of dam break, the maximum discharge gets delineate areas of potential flood inundation resulting from released from these dams. This results into floods on a dam breach, flood depth, flow velocity and travel time of downstream and may cause disaster in cities or towns the flood waves etc. Knowledge of the flood wave and settled on the banks of the reservoir. This paper presents a flood-inundation area caused by a dam breach can case study of dam break analysis of Idukki Arch Dam using potentially mitigate loss of life and property damage.
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