Hydrologic Assessment of TRMM and GPM-Based Precipitation Products in Transboundary River Catchment (Chenab River, Pakistan)

Water resources planning and management depend on the quality of climatic data, particularly rainfall data, for reliable hydrological modeling. This can be very problematic in transboundary rivers with limited disclosing of data among the riparian countries. Satellite precipitation products are reco...

Full description

Bibliographic Details
Main Authors: Ehtesham Ahmed, Firas Al Janabi, Jin Zhang, Wenyu Yang, Naeem Saddique, Peter Krebs
Format: Article
Language:English
Published: MDPI AG 2020-07-01
Series:Water
Subjects:
Online Access:https://www.mdpi.com/2073-4441/12/7/1902
id doaj-1affdfc311aa4dfca0d1aff8f8fa253b
record_format Article
spelling doaj-1affdfc311aa4dfca0d1aff8f8fa253b2020-11-25T02:38:10ZengMDPI AGWater2073-44412020-07-01121902190210.3390/w12071902Hydrologic Assessment of TRMM and GPM-Based Precipitation Products in Transboundary River Catchment (Chenab River, Pakistan)Ehtesham Ahmed0Firas Al Janabi1Jin Zhang2Wenyu Yang3Naeem Saddique4Peter Krebs5Institute of Urban and Industrial Water Management, Technische Universität Dresden, 01069 Dresden, GermanyInstitute of Urban and Industrial Water Management, Technische Universität Dresden, 01069 Dresden, GermanyInstitute of Groundwater and Earth Sciences, Jinan University, Guangzhou 510632, ChinaInstitute of Environmental Sciences, Brandenburgische Technische Universität, 03046 Cottbus, GermanyInstitute of Hydrology and Meteorology, Technische Universität Dresden, 01062 Dresden, GermanyInstitute of Urban and Industrial Water Management, Technische Universität Dresden, 01069 Dresden, GermanyWater resources planning and management depend on the quality of climatic data, particularly rainfall data, for reliable hydrological modeling. This can be very problematic in transboundary rivers with limited disclosing of data among the riparian countries. Satellite precipitation products are recognized as a promising source to substitute the ground-based observations in these conditions. This research aims to assess the feasibility of using a satellite-based precipitation product for better hydrological modeling in an ungauged and riparian river in Pakistan, i.e., the Chenab River. A semidistributed hydrological model of The soil and water assessment tool (SWAT) was set up and two renowned satellite precipitation products, i.e., global precipitation mission (GPM) IMERG-F v6 and tropical rainfall measuring mission (TRMM) 3B42 v7, were selected to assess the runoff pattern in Chenab River. The calibration was done from 2001–2006 with two years of a warmup period. The validation (2007–2010) results exhibit higher correlation between observed and simulated discharges at monthly timescale simulations, IMERG-F (R<sup>2</sup> = 0.89, NSE = 0.82), 3B42 (R<sup>2</sup> = 0.85, NSE = 0.72), rather than daily timescale simulations, IMERG-F (R<sup>2</sup> = 0.66, NSE = 0.61), 3B42 (R<sup>2</sup> = 0.64, NSE = 0.54). Moreover, the comparison between IMERG-F and 3B42, shows that IMERG-F is superior to 3B42 by indicating higher R<sup>2</sup>, NSE and lower percent bias (PBIAS) at both monthly and daily timescale. The results are strengthened by Taylor diagram statistics, which represent a higher correlation (R) and less RMS error between observed and simulated values for IMERG-F. IMERG-F has great potential utility in the Chenab River catchment as it outperformed the 3B42 precipitation in this study. However, its poor skill of capturing peaks at daily timescale remains, leaving a room for IMERG-F to improve its algorithm in the upcoming release.https://www.mdpi.com/2073-4441/12/7/1902TRMM 3B42 v7GPM IMERG-F v6Chenab Riversatellite precipitationungauged catchmenttransboundary river
collection DOAJ
language English
format Article
sources DOAJ
author Ehtesham Ahmed
Firas Al Janabi
Jin Zhang
Wenyu Yang
Naeem Saddique
Peter Krebs
spellingShingle Ehtesham Ahmed
Firas Al Janabi
Jin Zhang
Wenyu Yang
Naeem Saddique
Peter Krebs
Hydrologic Assessment of TRMM and GPM-Based Precipitation Products in Transboundary River Catchment (Chenab River, Pakistan)
Water
TRMM 3B42 v7
GPM IMERG-F v6
Chenab River
satellite precipitation
ungauged catchment
transboundary river
author_facet Ehtesham Ahmed
Firas Al Janabi
Jin Zhang
Wenyu Yang
Naeem Saddique
Peter Krebs
author_sort Ehtesham Ahmed
title Hydrologic Assessment of TRMM and GPM-Based Precipitation Products in Transboundary River Catchment (Chenab River, Pakistan)
title_short Hydrologic Assessment of TRMM and GPM-Based Precipitation Products in Transboundary River Catchment (Chenab River, Pakistan)
title_full Hydrologic Assessment of TRMM and GPM-Based Precipitation Products in Transboundary River Catchment (Chenab River, Pakistan)
title_fullStr Hydrologic Assessment of TRMM and GPM-Based Precipitation Products in Transboundary River Catchment (Chenab River, Pakistan)
title_full_unstemmed Hydrologic Assessment of TRMM and GPM-Based Precipitation Products in Transboundary River Catchment (Chenab River, Pakistan)
title_sort hydrologic assessment of trmm and gpm-based precipitation products in transboundary river catchment (chenab river, pakistan)
publisher MDPI AG
series Water
issn 2073-4441
publishDate 2020-07-01
description Water resources planning and management depend on the quality of climatic data, particularly rainfall data, for reliable hydrological modeling. This can be very problematic in transboundary rivers with limited disclosing of data among the riparian countries. Satellite precipitation products are recognized as a promising source to substitute the ground-based observations in these conditions. This research aims to assess the feasibility of using a satellite-based precipitation product for better hydrological modeling in an ungauged and riparian river in Pakistan, i.e., the Chenab River. A semidistributed hydrological model of The soil and water assessment tool (SWAT) was set up and two renowned satellite precipitation products, i.e., global precipitation mission (GPM) IMERG-F v6 and tropical rainfall measuring mission (TRMM) 3B42 v7, were selected to assess the runoff pattern in Chenab River. The calibration was done from 2001–2006 with two years of a warmup period. The validation (2007–2010) results exhibit higher correlation between observed and simulated discharges at monthly timescale simulations, IMERG-F (R<sup>2</sup> = 0.89, NSE = 0.82), 3B42 (R<sup>2</sup> = 0.85, NSE = 0.72), rather than daily timescale simulations, IMERG-F (R<sup>2</sup> = 0.66, NSE = 0.61), 3B42 (R<sup>2</sup> = 0.64, NSE = 0.54). Moreover, the comparison between IMERG-F and 3B42, shows that IMERG-F is superior to 3B42 by indicating higher R<sup>2</sup>, NSE and lower percent bias (PBIAS) at both monthly and daily timescale. The results are strengthened by Taylor diagram statistics, which represent a higher correlation (R) and less RMS error between observed and simulated values for IMERG-F. IMERG-F has great potential utility in the Chenab River catchment as it outperformed the 3B42 precipitation in this study. However, its poor skill of capturing peaks at daily timescale remains, leaving a room for IMERG-F to improve its algorithm in the upcoming release.
topic TRMM 3B42 v7
GPM IMERG-F v6
Chenab River
satellite precipitation
ungauged catchment
transboundary river
url https://www.mdpi.com/2073-4441/12/7/1902
work_keys_str_mv AT ehteshamahmed hydrologicassessmentoftrmmandgpmbasedprecipitationproductsintransboundaryrivercatchmentchenabriverpakistan
AT firasaljanabi hydrologicassessmentoftrmmandgpmbasedprecipitationproductsintransboundaryrivercatchmentchenabriverpakistan
AT jinzhang hydrologicassessmentoftrmmandgpmbasedprecipitationproductsintransboundaryrivercatchmentchenabriverpakistan
AT wenyuyang hydrologicassessmentoftrmmandgpmbasedprecipitationproductsintransboundaryrivercatchmentchenabriverpakistan
AT naeemsaddique hydrologicassessmentoftrmmandgpmbasedprecipitationproductsintransboundaryrivercatchmentchenabriverpakistan
AT peterkrebs hydrologicassessmentoftrmmandgpmbasedprecipitationproductsintransboundaryrivercatchmentchenabriverpakistan
_version_ 1724792343042719744