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Discharge and sediment load modeling using rating curve-based missing data management.

Authors :
Haque, Marjena Beantha
Karmakar, Shyamal
Datta, Srijon
Sajid, Ayub Parvez
Al Mamun, M. M. Abdullah
Hoque, Md Enamul
Hossain, M Mozaffar
Alam, Md. Shafiul
Source :
Hydrology Research. Oct2024, Vol. 55 Issue 10, p959-975. 17p.
Publication Year :
2024

Abstract

Hydrological models are vital for water management to determine in-stream flow, irrigational water, domestic water supply, and biodiversity conservation. This study formulates a hydrological model with a novel approach for streamflow and sediment load in the QGIS-supported Soil and Water Assessment Tool for the Halda River catchment, a unique ecological habitat for natural carp spawning and freshwater sources. The daily simulation uses an innovative stage-discharge relationship technique from available 15-day interval flow data. The model evaluation parameters R2 values 0.80 and 0.62, and NS values 0.81 and 0.61 for calibration and validation of streamflow suggested excellent agreement in the seasonal cycle and most of the monsoon peak flow. The streamflow/precipitation ratio indicates a significant influence of groundwater through infiltration. The baseflow shows a decreasing trend. The sediment load based on suspended sediment concentration at a downstream location is 1,625 tons/day. On the contrary, the model prediction is 30 times lower. The scattered sediment load data support the model estimate by considering relatively lower intervention or land use change in its upstream. This model provides a baseline for daily flow and sediment load for scenario modeling (e.g., climate change, land use change) for environmental flow estimation of the fish habitat, freshwater supply, irrigation, and salinity intrusion. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
19989563
Volume :
55
Issue :
10
Database :
Academic Search Index
Journal :
Hydrology Research
Publication Type :
Academic Journal
Accession number :
180816409
Full Text :
https://doi.org/10.2166/nh.2024.165