Published at : 01 Apr 2022
Volume : IJtech
Vol 13, No 2 (2022)
DOI : https://doi.org/10.14716/ijtech.v13i2.4662
Mohammad Farid | Water Resources Engineering Research Group, Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung, Jl. Ganesha No. 10, 40132 Bandung, Indonesia |
Maryo Inri Pratama | Urban and Regional Planning Study Program, School of Civil Engineering and Planning, Institut Teknologi Kalimantan, Jl. Soekarno Hatta No.KM 15, 76127 Balikpapan, Indonesia |
Arno Adi Kuntoro | Center for Water Resources Development, Institute for Research and Community Services, Institut Teknologi Bandung, Jl. Ganesha No. 10, 76127 Bandung, Indonesia |
Mohammad Bagus Adityawan | Water Resources Engineering Research Group, Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung, Jl. Ganesha No. 10, 40132 Bandung, Indonesia |
Faizal Immaddudin Wira Rohmat | Water Resources Engineering Research Group, Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung, Jl. Ganesha No. 10, 40132 Bandung, Indonesia |
Idham Riyando Moe | Directorate General of Water Resources, Ministry of Public Works and Housing, 20th Pattimura Street, Kebayoran Baru, 12110 Jakarta Selatan, Indonesia |
Located in the Special Capital Region of Jakarta (DKI
Jakarta), which serves as the government capital and national capital of
Indonesia, the Ciliwung River plays a major role in Indonesia. The increasing
population of the Jakarta and Bogor area has resulted in an increase in the
level of land ownership, which has had an impact on increasing areas of
settlement and decreasing green open spaces. This rapid urbanization and change
in land use has directly affected the hydrological nature of the area, causing
an increase in the flooding volume in this region. This research was conducted
in four stages: hydrological analysis, hydraulic analysis, flood hazard
mapping, and flood assessment of land cover. To estimate the impact of the land
cover change that has occurred, the Soil Conservation Service Unit Hydrograph was
used along with the West Java rainfall distribution method. Hydraulic modeling
uses the Hydrologic
Engineering Center-River Analysis System, with 1D for channel runoff and 2D for surface
runoff. Two projected land cover changes from a previous study and spatial plan
were used to analyze design discharges. The results found that, for every 13 km2
of forest or agricultural area converted into urban or bare soil area, the
flood peak discharge, flood area, and flood volume would increase by 3.6%, 15%,
and 16%, respectively. The hydrological analysis showed that, based on
historical data trends, the land cover change in 2030 would lead to an increase
in peak discharge, flood area, and flood volume of 25%, 101.7%, and 91%,
respectively. However, this impact could be minimized by following Bogor
District Spatial Planning, which has a wider forest area than the future
projection land cover.
Ciliwung River Basin; Curve number; Flood; Land cover change
The
Ciliwung River Basin has a broad watershed area of 337 km2, with
the length of the main river being about 117 km, and it forms the West Flood
Canal (Kanal Banjir Barat) system, which covers more than a quarter of the
total area of Jakarta. Jakarta is the city with the largest population in
Southeast Asia, at more than 10 million, and it has growth reaching 0.94% annually (BPS of Jakarta
Province, 2020). The increasing population of the Jakarta and Bogor area
has resulted in an increase in the level of land ownership, which has had an
impact on increasing areas of settlement and decreasing green open spaces. In
terms of urban planning and land use, Jakarta fulfills less than one-third of
the ideal scale of the green environment and catchment areas needed as natural
catchments in years of normal rainfall (Setiowati
et al., 2018).
This poor land use is shown in several locations designed as rain catchment
areas, which are mostly used as luxury housing areas (Firman
et al., 2011). Jakarta’s rapid growth has affected the surrounding
areas, particularly to the south, which have turned agricultural areas into
industrial areas (Farid et al., 2011; Hidajat et
al., 2013; Widiatmaka et al., 2016; Moe et
al., 2018). This rapid urbanization and land use change has directly affected
the hydrological nature of the area by reducing the rate of infiltration,
baseflow, and lag time and by increasing surface runoff, peak discharge, runoff
volume, and flood frequency (Hartono et al., 2010; Ogden et al.,
2011; Emam et al., 2016; Tellman et al., 2016; Julian et al., 2019)
The present study attempted to estimate the impact of
land cover changes on the evolution of flood peak discharge, inundation area,
and volume in the Ciliwung River Basin, Indonesia. HEC-HMS was used to generate
a flood hydrograph to calibrate and design flood discharges, while HEC-RAS was
used as the hydraulic tool. To estimate the impact of land cover changes that
occur, the Soil Conservation Service Unit Hydrograph was used along with the
West Java rainfall distribution method. The hydrological analysis shows that
land cover change based on historical land cover trends would lead to an
increase in peak discharge, flood area, and flood volume in 2030 by 23%,
101.7%, and 91%, respectively. However, by following Bogor District Spatial
Planning, the increase in flood effects for peak discharge, flood area, and
flood volume would be 4.7%, 18.2%, and 15.85%, respectively. With every
13 km2
of forest or agricultural area converted into urban or bare soil area, the
flood peak discharge, flood area, and flood volume would increase by 3.6%, 15%,
and 16%, respectively. The results of this study demonstrate that further
detailed studies on the impact of the LULC on flood hazards are necessary,
especially in urbanized areas. The study would be useful in spatial planning
and can indicate areas that are currently or potentially flood prone and are
also likely to be subject to future development. Such areas should be of
special consideration in the formation of spatial planning policy to avoid
economic losses in the future.
This
research was funded by the Research and Community Services of Institut
Teknologi Bandung regarding 2020 Research Group B Research (FTSL.PN-6-05-2020).
The authors would also like to acknowledge the support given by the Ministry of
Research and Technology of the Republic of Indonesia through 2020 Applied
Research and the joint cooperation between Institut Teknologi Bandung and
Huddersfield University through the United Kingdom’s Natural Environment
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