Puneet Srivastava

Prof. Puneet Srivastava

orcid

Research Focus & Metrics

Academic Career Length

20Years (2007-Present)

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

Representative Publications

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1 July 2018 in Journal of Hydrology
Verified
Journal Article
Closed access
HMHanoi Medina
Hanoi Medina
DTDi Tian
Di Tian
PSPuneet Srivastava
Puneet Srivastava
Anna PelosiAnna Pelosi
Anna Pelosi
Giovanni Battista ChiricoGiovanni Battista Chirico
Giovanni Battista Chirico

1 March 2022 in Science of The Total Environment
Verified
Journal Article
Closed access
HHHenrique Haas
Henrique Haas
NRNathan G.F. Reaver
Nathan G.F. Reaver
RKRitesh Karki
Ritesh Karki
Latif KalinLatif Kalin
Latif Kalin
PSPuneet Srivastava
Puneet Srivastava
Carlos Alberto Gonzalez-BeneckeCarlos Alberto Gonzalez-Benecke
Carlos Alberto Gonzalez-Benecke

1 January 2022 in Soil and Tillage Research
Verified
Journal Article
Closed access
SBSuman Budhathoki
Suman Budhathoki
JLJasmeet Lamba
Jasmeet Lamba
PSPuneet Srivastava
Puneet Srivastava
KMKritika Malhotra
Kritika Malhotra
TWThomas R. Way
Thomas R. Way
SKSheela Katuwal
Sheela Katuwal

1 November 2014 in Journal of Hydrologic Engineering
Verified
Journal Article
Closed access
GMGolbahar Mirhosseini
Golbahar Mirhosseini
PSPuneet Srivastava
Puneet Srivastava
XING FANGXING FANG
XING FANG
Hydrologic design of water management infrastructures is on the basis of specific design storms derived from historical rainfall events available in the form of intensity-duration-frequency (IDF) curves. However, it is expected that the frequency and magnitude of future extreme rainfalls will change due to the increase in greenhouse gas concentrations in Earth’s atmosphere. This study evaluated potential changes in current IDF curves for Alabama under projected future climate scenarios. Three-hour precipitation data simulated by five combinations of global and regional climate models were temporally downscaled using artificial neural networks (ANNs). A feed-forward, back-propagation model was developed to estimate maximum 15-, 30-, 45-, 60-, and 120-min precipitation. The results were compared with disaggregated rainfall derived using a stochastic method. Comparison of these two methods indicates that the ANN model provides superior performance in estimating maximum rainfall depths, whereas the stochastic method tends to under-predict maximum rainfall depths. Developed IDF curves indicate that future rainfall intensities for the events with duration <2  h are expected to decrease by 33–74% compared with those of current events when the ANN model is used, whereas large uncertainty exists in the projected rainfall intensities of longer-duration events. This result was independent of the temporal downscaling method used.