Please use this identifier to cite or link to this item: http://digitalrepository.fccollege.edu.pk/handle/123456789/1160
Title: Flood Frequency Analysis of Chenab River for Predicting Peak Flows during Late Monsoon Period
Authors: Butt, Muhammad
Ali, Atif
Ijaz, Sonia
Mehmood, Rashid
Mahmood, Syed Amer
Jafer, Ghulam
Shafique, Kashif
Ghalib, Asadullah Khan
Waheed, Rizwan
Mirza, Ali Iqtadar
Keywords: Gumbel Distribution Model
ASTER GDEM
, HEC Geo-RAS,
ARCMAP,
Issue Date: Jan-2019
Publisher: scientific research publishing
Citation: TY - JOUR AU - Butt, Muhammad AU - Ali, Atif AU - Ijaz, Sonia AU - Mehmood, Rashid AU - Mahmood, Syed Amer AU - Jafer, Ghulam AU - Shafique, Kashif AU - Ghalib, Asadullah AU - Waheed, Rizwan AU - Mirza, Ali PY - 2019/01/01 SP - 1 EP - 29 T1 - Flood Frequency Analysis of Chenab River for Predicting Peak Flows during Late Monsoon Period VL - 08 DO - 10.4236/ars.2019.81001 JO - Advances in Remote Sensing ER -
Series/Report no.: Advances in Remote Sensing 08(01):1-29;
Abstract: The River Chenab is one of the main western rivers of the Indus River system in Pakistan, which undergoes intensive inundation almost every year during the late monsoon period. The present study performs flood frequency analyses for the river basin as well as simulates different levels of water flow in the sys tem to speculate all kinds of inundation under different scenarios, i.e., to pre dict flood hazard and flood extended areas. Flood frequency analyses were performed at MARALA Headworks to Khanki Headworks. Data were col lected from the Punjab Irrigation Department, Pakistan and from USGS and ASTER GDEM. The peak discharge of MARALA Headworks had been ana lyzed for 25 years. The preprocessing was performed in HEC Geo-RAS after preprocessing model run in HEC-RAS. After analysis the data were exported in HEC-RAS to ARCMAP to generate a floodplain and inundation map. Our analysis generated the result that different areas would be under water in dif ferent return periods. Flood hazards maps for different return periods 10, 20, 50 and 100 years were conducted using annual peaks flow of 35 years from 1980 to 2016. The maximum discharges at up and down stream for different periods were obtained using Gumbel distribution model results which showed that different areas were predicted under water in different return periods and affected areas after five years’ return period.
Description: https://www.researchgate.net/publication/331616489_Flood_Frequency_Analysis_of_Chenab_River_for_Predicting_Peak_Flows_during_Late_Monsoon_Period
URI: http://localhost:8080/xmlui/handle/123456789/1160
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