BHASKAR NIKAM

Dr. BHASKAR NIKAM

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Research Focus & Metrics

Academic Career Length

15Years (2012-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 June 2019 in HydroResearch
Verified
Journal Article
Open access
Vaibhav GargVaibhav Garg
Vaibhav Garg
BNBHASKAR NIKAM
BHASKAR NIKAM
PTPraveen Kumar Thakur
Praveen Kumar Thakur
SAShiv Prasad Aggarwal
Shiv Prasad Aggarwal
PGPrasun Kumar Gupta
Prasun Kumar Gupta
SSSushil Kumar Srivastav
Sushil Kumar Srivastav

14 September 2017 in Environmental Earth Sciences
Verified
Journal Article
Closed access
PDF file
Vaibhav GargVaibhav Garg
Vaibhav Garg
SAS. P. Aggarwal
S. P. Aggarwal
PGPrasun K. Gupta
Prasun K. Gupta
BNBHASKAR NIKAM
BHASKAR NIKAM
PTPraveen K. Thakur
Praveen K. Thakur
AKA. Senthil Kumar
A. Senthil Kumar

17 February 2022 in Geomatics, Natural Hazards and Risk
Verified
Journal Article
Open access
PPPratiman Patel
Pratiman Patel
PTPraveen Kumar Thakur
Praveen Kumar Thakur
SAShiv Prasad Aggarwal
Shiv Prasad Aggarwal
VGVaibhav Garg
Vaibhav Garg
PDPankaj Ramji Dhote
Pankaj Ramji Dhote
Nadhir Al-AnsariNadhir Al-Ansari
Nadhir Al-Ansari
With advancements in computational technology, data assimilation techniques, high-resolution remote sensing, and complex climate models, numerous precipitation products are available with different spatiotemporal resolutions; however, their evaluation, especially in the Himalayan region, is unexplored. Therefore, this study attempts to assess four sources (gridded observation dataset, reanalysis, satellite, and numerical weather prediction models) of precipitation through hydrological modelling for the catastrophic 2013 floods of Uttarakhand, India. The Upper Ganga Basin located in Western Himalayas is selected as the study area consisting of Alaknanda and Bhagirathi streams in the eastern and western parts. The Hydrologic Engineering Center’s Hydrologic Modeling System (HEC-HMS) is employed for rainfall-runoff modelling. The rainfall from IMD, ERA-5, GPM-IMERG-Final, and WRF model outputs are forced into the calibrated HEC-HMS model for assessing their performance in hydrological simulations. The correlation coefficient of IMD, ERA-5, GPM-IMERG-Final, and WRF simulations with respect to the observed flow is 0.89, 0.88, 0.55, and 0.89, respectively, whereas their corresponding Modified Kling-Gupta Efficiency (KGE) is 0.66, 0.72, 0.48, and 0.71. Flash flood prioritization of the sub-watersheds based on morphometric characteristics suggests that the Alaknanda basin is relatively more vulnerable to flash floods due to their elongated nature, highest relative relief, and high mean slope.

1 July 2017 in Journal of Hydrology
Verified
Journal Article
Closed access
Vaibhav GargVaibhav Garg
Vaibhav Garg
AKA. Senthil Kumar
A. Senthil Kumar
SAS.P. Aggarwal
S.P. Aggarwal
VKVinay Kumar
Vinay Kumar
PDPankaj R. Dhote
Pankaj R. Dhote
GRGurdeep Rastogi
Gurdeep Rastogi

11 September 2018 in Journal of the Indian Society of Remote Sensing
Verified
Journal Article
Closed access
PDF file
RFRahimov Foteh
Rahimov Foteh
Vaibhav GargVaibhav Garg
Vaibhav Garg
BNBHASKAR NIKAM
BHASKAR NIKAM
MKMadhusudan Y. Khadatare
Madhusudan Y. Khadatare
SAShiv Prasad Aggarwal
Shiv Prasad Aggarwal
AKA. Senthil Kumar
A. Senthil Kumar

13 January 2020 in Applied Geomatics
Verified
Journal Article
Closed access
PDF file
KBKusumbor Bordoloi
Kusumbor Bordoloi
BNBHASKAR NIKAM
BHASKAR NIKAM
SSS. K. Srivastav
S. K. Srivastav
DSDhrubajyoti Sahariah
Dhrubajyoti Sahariah