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This work first characterised the dam break in terms of ideas and models. Predicting break characteristics, knowing dam physics, and forecasting peak outflow are crucial for analysing dam breaks and determining damage loss by using The US Army Corps of Engineers' Hydrologic Engineering Centre River Analysis System (HEC-RAS) and Empirical Formulae. Equations give by Macdonald and Langridge-Monopolis (1984) [1] and Froehlich (1995) [2] is used to predict. This Study focuses on the Jayakwadi Dam located near Paithan city, Aurangabad District which one of the major Dam in Maharashtra. The results demonstrate that, the time of peak flood, Peak Discharge, Prediction of breach, time to failure dam. Implementing the aforementioned results. Forecast dam breach floods to plan and regulate downstream development. Developing emergency response plans and proper warning systems study reveals that the adjustments of dam break parameters have no major affect on the downstream.
Keywords:
Empirical Formulae, HEC-RAS, Breach, Time to Failure, Peak Discharge
Cite Article:
"Analysis Of Dam Breach Through Software And Empirical Formulas ", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.10, Issue 4, page no.b856-b862, April-2025, Available :http://www.ijrti.org/papers/IJRTI2504208.pdf
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ISSN:
2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator