1Hard Rock Regional Centre, National Institute of Hydrology, Belagavi- 590 019, India
2Central India Hydrology Regional Centre, National Institute of Hydrology, Bhopal- 462 016, India
Deltaic Regional Centre, National Institute of Hydrology, Kakinada- 533 003, India
*E-mail: nayakpc@gmail.com
Online published on 16 August, 2021.
Dams have been playing a significant role in enhancing socio-economic status of people and environmental benefits in arid and semi-arid region of world. However, they cause a huge damage to the life and property when dam breaches. To minimise the effect of dam breaches, it is important to identify potential areas which likely get affected by using through modelling analysis. The aim of modelling is to simulate the movement of dam break flood wave along a river valley and to provide a solution in form of warning to the cities living downstream of dam. The present study analyse the breach of Pulichitnala dam located at Guntur district of Andhra Pradesh upto Prakasam barrage using HEC-RAS. The data required for analysis such as cross-sections elevation, dam structure, flow hydrograph, rating curve were collected from different line department of the State. The result obtained through the simulation of dam breach indicates a discharge of 121368.90 m3 sec−1 at dam site and 84042.91 m3 sec−1 at about 85km away from dam. A sensitivity analysis has been carried out changing Manning's roughness, changing PMF, breach time and breach width.
Dam break, HEC-RAS, Flood, Flood inundation