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The Impact of Land Use on Time Lag and Peak Discharge Variations in the Downstream Area of the Sadia Watershed, Bima City, West Nusa Tenggara

*I Putu Hartawan  -  Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesa No. 10. Coblong, Bandung City, West Java Indonesia 40132, Indonesia
Firmana Siddik  -  Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesa No. 10. Coblong, Bandung City, West Java Indonesia 40132, Indonesia
Ary Firmana  -  Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesa No. 10. Coblong, Bandung City, West Java Indonesia 40132, Indonesia
Ekanto Wahyudi Susetyo  -  Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesa No. 10. Coblong, Bandung City, West Java Indonesia 40132, Indonesia
Dhemi Harlan  -  Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesa No. 10. Coblong, Bandung City, West Java Indonesia 40132, Indonesia
Bagus Handyastono  -  Alumni of Water Resources Management, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Jl. Ganesa No. 10. Coblong, Bandung City, West Java Indonesia 40132, Indonesia
Mohammed AS Algoul  -  Al-Ni’mah Tower, Al-Rimal District, Gaza City, Gaza Strip, Palestine P900, Palestinian Territory, Occupied
Open Access Copyright (c) 2025 TEKNIK

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Abstract

Flood events have frequently occurred in the downstream area of the Sadia Watershed (DAS) in Bima City, West Nusa Tenggara. In recent years, the overflow of the Sadia River has been triggered by land use changes and the impacts of climate change. Land cover data from 2015, 2019, and 2022 were analyzed using ArcMap software and integrated with hydrological modeling using HEC-HMS. The Synthetic Unit Hydrograph (HSS) SCS-CN method was used in the simulation with a 25-year return period, following calibration of the Sadia River’s bankfull discharge to ensure model accuracy. The simulation results showed an increase in the peak discharge entering the Sadia River, from 156,20 m³/s in 2015 to 164,80 m³/s in 2019, and 167,00 m³/s in 2022. Additionally, the time lag decreased from 445.15 minutes in 2015 to 431.84 minutes in 2019 and 429.88 minutes in 2022. The increase in the Curve Number (CN) value and impermeable area indicates a reduction in soil infiltration capacity due to land conversion. However, climate factors, such as increased rainfall intensity, also contributed to the rise in peak discharge. These findings can serve as a basis for better land use management and emphasize the importance of considering climate factors when designing flood risk mitigation efforts, especially in the face of increasing flood events in Bima City

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Keywords: land use change, peak discharge, time lag, HEC-HMS modeling, SCS-CN, unit hydrograph

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