MITIGASI BANJIR BERDASARKAN HUJAN 3 HARIAN MAKSIMUM TAHUNAN DENGAN SIMULASI PEMASANGAN PARAPET DI KOTA SURAKARTA

Fridya Ikafitri Nurhidayati, Rintis Hadiani, Adi Yusuf Muttaqien

Abstract

Surakarta City often floods when there is high rainfall, according to BNPB 2016 three consecutive days of rain can cause flood disasters. Hydrological analysis is needed to determine the flood discharge due to the maximum three-day rain. With the development of TRMM satellite rain data technology can be used in hydrological analysis to overcome the problem of limited data availability at rainfall gauges. The purpose of this research is to determine the value of discharge, inundation area caused by a maximum of three days of rain. In addition, this research also evaluates flood events and determines appropriate efforts in overcoming floodwater runoff by installing parapets. The use of HEC-RAS software in this research is for flood analysis and simulation of parapet installation in areas experiencing river water runoff. The calculated flood discharge is the annual flood discharge from 2000 - 2019. The method of calculating the discharge uses HSS Gama 1. Then flood tracing is carried out to determine the area of inundation that occurs. The process of mapping and determining the extent of flooding that occurred in each sub-district was carried out with the help of software GIS. The highest flood area due to river runoff occurs in Laweyan Subdistrict, which is 45,80 ha. From this location, a parapet installation simulation was carried out as one of the flood mitigation efforts. Simulation of parapet installation was carried out in Pajang Village and Laweyan Village, after simulating parapet installation, the flood area for Laweyan Subdistrict was 2,21 ha. 

Keywords

Surakarta City, TRMM, Three-Day Rainfall, River Runoff

Full Text:

PDF

References

Bambang Triatmodjo, 2008. Hidrologi Terapan. Beta Offset, Yogyakarta

Badan Nasional Peanggulangan Bencana (BNPB), 2016. Risiko Penanggulangan Bencana Indonesia. Jakarta

Budiyanto, M. A., Purwoko, F., & Arifin, M. (2021). Kajian Kapasitas Sungai Buaya Kabupaten Halmahera Timur. CivETech. https://jurnal.ucy.ac.id/index.php/CivETech/article/view/1057

Dwiprayogo, B., Sisinggih, D., & Priyantoro, D. (2018). Studi Perencanaan Tanggul Banjir Di Sungai Bengawan Solo Pada Ruas Kota Surakarta, Jawa Tengah. Jurnal Pengairan, 1–9.

Chow, V.T., Maidment, D.R., and Mays, L.W. 1988. Applied Hydrology. McGraw-Hill. Singapore

Gaghana, M., Binilang, A., & Hendratta, L. A. (2019). Analisis Kapasitas Penampang Sungai di Kelurahan Tona 1 Kabupaten Sangihe. Jurnal Sipil Statik. https://ejournal.unsrat.ac.id/index.php/jss/article/view/23394

Hidayat, N., & Suyanto, H. (2021). Analisis Genangan Banjir Berbasis Sistem Informasi Geografis (SIG) (Studi Kasus: Saluran Drainase Primer Di Kecamatan Jekan Raya Kota Palangka Raya). Jurnal Teknika: Jurnal Teoritis dan Terapan Bidang Keteknikan. https://e-journal.upr.ac.id/index.php/JT/article/view/4526

Ishadi, N. K., Hadiani, R. R. R., & Suryandari, E. S. (2018). Penelusuran Banjir Berdasarkan Analisis Metode Kinematik Berbasis Sistem Informasi Geografis (SIG) Di Kelurahan Sangkrah, Surakarta. Matriks Teknik Sipil, 6(3), 530–541. https://doi.org/10.20961/mateksi.v6i3.36562

Jarwanti, D. P., Suhartanto, E., & Fidari, J. S. (2021). Validasi Data Curah Hujan Satelit TRMM ( Tropical Rainfall Measuring Mission ) dengan Data Pos Penakar Hujan di DAS Grindulu , Kabupaten Pacitan , Jawa Timur. 1(2), 772–785.

Krisnayanti, D. S., Welkis, D. F. B., Hepy, F. M., & Legono, D. (2020). Evaluasi Kesesuaian Data Tropical Rainfall Measuring Mission ( Trmm ) Dengan Data Pos Hujan Pada Das Temef Di Kabupaten Timor Tengah Selatan Compability Evaluation Of Tropical Rainfall Measuring Mission Data With In-Situ Rainfall Data For Temef Watershed. D(1), 51–62.

Maulana, H., Suhartanto, E., & Harisuseno, D. (2019). Analysis of Water Availability Based on Satellite Rainfall in the Upper Brantas River Basin. 4(2), 393–398.

Muntu, A. D., Sumarauw, J. S. F., & Mananoma, T. (2019). Analisis Kapasitas Penampang Terhadap Berbagai Kala Ulang Banjir Di Sungai Sesayap Kalimantan Utara. Jurnal Sipil Statik. https://ejournal.unsrat.ac.id/index.php/jss/article/view/26136

Peraturan Pemerintah No. 21 Tahun 2008 Pasal 1 ayat (6) tentang Penyelenggaraan Penanggulangan Bencana

Pratama, B. H., Hadiani, R. R. R., & Setiono, S. (2019). Analisis Banjir Tahunan Kota Surakarta Menggunakan Watershed Modelling System (Wms). Matriks Teknik Sipil, 7(3), 294–305. https://doi.org/10.20961/mateksi.v7i3.36499

Raka Buana, M. Z., Hadiani, R. R. R., & Suryandari, E. S. (2018). Analisis Banjir Dengan Metode Muskingum Cunge Dan Sistem Informasi Geografis (Sig) Di Kelurahan Banyuanyar, Surakarta. Matriks Teknik Sipil, 6(4), 613–620. https://doi.org/10.20961/mateksi.v6i4.36534

Sahusilawane, G., Sumarauw, J. S. F., & Tangkudung, H. (2019). Analisis Kapasitas Penampang Terhadap Berbagai Kala Ulang Banjir di Sungai Lobong, Kecamatan Tutuyan Kabupaten Bolaang Mongondow Timur. Jurnal Sipil Statik. https://ejournal.unsrat.ac.id/index.php/jss/article/view/23402

Sebayang, I. S. D., & Parlina, M. (2018). Analisis Banjir dan tinggi Muka Air Pada Ruas Sungai Ciliwung STA 7+ 646 s/d STA 15+ 049. In Jurnal Forum Mekanika. core.ac.uk. https://core.ac.uk/download/pdf/268601654.pdf

Sembiring, F. D. A., K, D. I., & Gama, I. (2019). Analisis Perbandingan Hidrograf Satuan Sintetik Gama I dan SCS ( HEC- HMS ) dengan Hidrograf Satuan Terukur di Sungai Way Besai. 1(1), 103–112.

SNI 2415:2016. (2016). Tata Cara Perhitungan Debit Banjir Rencana. Badan Standar Nasional.

Soemarto, C. D., 1986. Hidrologi Teknik. Erlangga. Jakarta.

Soewarno. 1995. Hidrologi: Aplikasi Metode Statistik untuk Analisa Data Jilid 1. Penerbit Nova. Bandung.

Toha, J. R. S., Sumarauw, J. S. F., & Mananoma, T. (2019). Analisis Debit Banjir Dan Tinggi Muka Air Di Sungai Poigar Provinsi Sulawesi Utara. Jurnal Sipil Statik. https://ejournal.unsrat.ac.id/index.php/jss/article/view /26037

Utomo, E. S., Hadiani, R. R. R., & Suryandari, E. S. (2019). Analisis Banjir Dan Pemetaan Kawasan Terdampak Banjir Di Kelurahan Laweyan, Kota Surakarta. Matriks Teknik Sipil, 7(3). https://doi.org/10.20961/ mateksi.v7i3.36489

Refbacks

  • There are currently no refbacks.