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Analisis Indeks Fungsi Saluran Dan Bangunan Irigasi Sugihan Kiri Menggunakan Pendekatan Indeks Kondisi pada Daerah Irigasi Rawa Ratih Baniva; Andre Wibowo
Jurnal Konstruksi Vol 23 No 2 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-2.3022

Abstract

The Sugihan Kiri Tidal Irrigation Area (DIR) is one of the key irrigation regions in Muara Sugihan District, playing a strategic role in supporting agricultural productivity. However, damage to irrigation canals and structures can hinder water distribution and reduce the efficiency of irrigation network management. This study aims to obtain the function index of the canals and irrigation structures in the Sugihan Kiri tidal area as a basis for maintenance recommendations. The research was conducted through field surveys (walkthroughs) involving irrigation asset inventory, measurement of canal and structure damage, and documentation of existing conditions. The data were analyzed using a condition index approach to determine the functional level of canals and structures, followed by identifying appropriate treatment measures. The results show that the canal function index of DIR Sugihan Kiri is 60.18%. Of the 15 primary canals, 6 require routine maintenance, 5 require periodic maintenance, and 4 require rehabilitation. For the 248 secondary canals, 72 require routine maintenance, 86 require periodic maintenance, and 90 require rehabilitation. The function index of irrigation structures in DIR Sugihan Kiri reaches 62.39%, with 93 structures recommended for periodic maintenance and 8 structures requiring rehabilitation.
BANTUAN PEMBUATAN PETA KELURAHAN SUKAJADI KECAMATAN TALANG KELAPA KABUPATEN BANYUASIN Ratih Baniva; Febryandi; Debby Sinta Devi; Andre Wibowo; Sumi Amariena Hamim; Luki Sanjaya
Jurnal Bakti Masyarakat Indonesia Vol. 8 No. 3 (2025): Jurnal Bakti Masyarakat Indonesia
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jbmi.v8i3.35681

Abstract

Kegiatan pengabdian kepada masyarakat ini dilaksanakan di Kelurahan Sukajadi, Kecamatan Talang Kelapa, Kabupaten Banyuasin, dengan tujuan membantu pemerintah kelurahan dalam menyediakan peta wilayah yang akurat dan terkini. Kelurahan Sukajadi mengalami perkembangan pesat dalam penggunaan lahan dari sektor agraris menuju kawasan semi-perkotaan, namun belum memiliki peta yang menggambarkan kondisi tata ruang secara lengkap. Kondisi ini menyulitkan pihak kelurahan dalam, mengidentifikasi sebaran fasilitas umum. Metode pelaksanaan kegiatan meliputi beberapa tahapan, yaitu persiapan, pengumpulan data lapangan, pengolahan data spasial dan atribut, serta analisis dan pembuatan peta tematik serta penyerahan peta Kelurahan Sukajadi. Data diperoleh melalui survei lapangan dan wawancara dengan masyarakat, sedangkan proses pemetaan dilakukan menggunakan perangkat lunak QGIS versi 3.40.7 Bratislava. Hasil kegiatan berupa peta digital dan peta Kelurahan Sukajadi yang dicetak dan diserahkan kepada Kelurahan Sukajadi. Pada peta menampilkan batas wilayah, jaringan jalan, sungai, permukiman, serta lokasi fasilitas umum dan sosial. Hasil analisis menunjukkan bahwa permukiman penduduk lebih padat di bagian selatan dan barat, sedangkan fasilitas umum terpusat di area tengah kelurahan. Kelurahan Sukajadi memiliki sejumlah fasilitas penting, meliputi 8 masjid, 3 sekolah dasar, 1 sekolah menengah atas, 2 kantor pemerintahan, empang, 2 industri batu bata dan permukiman penduduk. Dari penyerahan peta Kelurahan Sukajadi diharapkan dapat memberikan informasi atau alat bantu dalam pengelolaan tata ruang.
Bantuan redesain saluran drainase pada kawasan perumahan bukit sejahtera Kelurahan Karang Jaya Kota Palembang Ratih Baniva; Andre Wibowo; Henggar Risa Destania; Sumi Amariena Hamim; Debby Sinta Devi; Nyimas Rahmayani; Ahmad Ainur Rizqi
SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Vol 10, No 3 (2026): June
Publisher : Universitas Muhammadiyah Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31764/jpmb.v10i3.39718

Abstract

Abstrak Permasalahan drainase pada kawasan permukiman perkotaan adalah genangan akibat kapasitas saluran yang tidak mampu menampung debit limpasan air hujan. Kondisi ini terjadi pada Kawasan Perumahan Bukit Sejahtera RW 04 Kelurahan Karang Jaya Kota Palembang yang mengalami permasalahan sedimentasi, penyumbatan saluran akibat sampah domestik, serta kerusakan konstruksi drainase. Tujuan PkM ini memberikan bantuan rekomendasi redesain saluran drainase sebagai upaya meningkatkan kinerja sistem drainase lingkungan dan mengurangi potensi genangan. Kegiatan dilaksanakan oleh 5 dosen dan 6 mahasiswa Universitas Indo Global Mandiri dengan melibatkan pihak Kelurahan Karang Jaya dan perwakilan masyarakat RW 04. Metode pelaksanaan kegiatan meliputi tahap persiapan, survei lapangan, pengumpulan data, analisis kondisi drainase menggunakan EPA SWMM, penyusunan rekomendasi desain, serta sosialisasi dan penyerahan hasil kegiatan. Berdasarkan hasil simulasi EPA SWMM, dilakukan optimasi pada 4 ruas saluran prioritas yang terdiri atas 2 saluran primer dan 2 saluran sekunder. Hasil simulasi setelah optimasi menunjukkan meningkatnya kapasitas aliran sehingga jaringan drainase mampu mengalirkan debit rencana dengan lebih aman. Kegiatan sosialisasi mendapatkan respons positif dari masyarakat yang ditunjukkan melalui antusiasme peserta dalam menyampaikan permasalahan drainase yang terjadi di lingkungan. Rekomendasi desain yang dihasilkan diharapkan dapat menjadi acuan dalam pengembangan sistem drainase di kawasan Perumahan Bukit Sejahtera. Kata kunci: drainase; perumahan; redesain saluran; EPA SWMM. Abstract Drainage issues in urban residential areas are caused by standing water due to insufficient capacity of the drainage system to handle the volume of rainwater runoff. This condition occurs in the Bukit Sejahtera Housing Estate in RW 04, Karang Jaya, Palembang, where there is sedimentation, blockage of the drainage system due to domestic waste, and damage to the drainage system's construction. The goal of this PkM is to provide recommendations for redesigning the drainage system to improve its performance and reduce the potential for flooding. The project was carried out by five faculty members and six students from the Indo Global Mandiri University, in collaboration with the Karang Jaya District Office and the RW 04 community representatives. The implementation method of the activity includes the preparation stage, field survey, data collection, analysis of the drainage conditions using EPA SWMM, design recommendations, and socialization and delivery of the activity results. Based on the EPA SWMM simulation results, optimization was performed on four priority channels, consisting of two primary and two secondary channels. The results of the simulation after optimization show an increase in flow capacity, so the drainage network can safely handle the planned flow rate. The socialization activity received positive feedback from the community, as evidenced by the participants' enthusiasm in sharing drainage issues in their environment. The design recommendations produced are expected to serve as a reference for the development of the drainage system in the Bukit Sejahtera housing complex. Keywords: drainage; housing; redesigning channels; EPA SWMM.
Analisis Hidrograf Debit Banjir Rancangan Daerah Irigasi Danau Tampang Ratih Baniva; Andre Wibowo
Jurnal Konstruksi Vol 24 No 1 (2026): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.24-1.3502

Abstract

The Tampang Lake Irrigation Area, located in Muara Enim Regency, South Sumatra Province, is a wetland region that is highly susceptible to flooding due to high rainfall intensity and relatively flat topography. This study aims to analyze the design flood hydrograph of the Lingkis River using the HEC-HMS hydrologic modeling software. The novelty of this study lies in the integration of rainfall analysis, Intensity–Duration–Frequency (IDF) curve analysis, the Alternating Block Method (ABM), and HEC-HMS simulation for a wetland irrigation area that has received limited attention in previous studies, particularly within the Tampang Lake Irrigation Area. The research methodology involved simulating flood hydrographs using HEC-HMS, with the simulation results serving as the basis for estimating the design flood discharge. The analysis indicates that the highest rainfall intensity occurred at a 10-minute duration with a 10-year return period, reaching 126.80 millimeters per hour. The HEC-HMS simulation produced peak flood discharges of 176.7 cubic meters per second with a runoff volume of 40.05 millimeters for the 2-year return period, 234.7 cubic meters per second with a runoff volume of 52.88 millimeters for the 5-year return period, and 274.1 cubic meters per second with a runoff volume of 61.56 millimeters for the 10-year return period. The findings of this study are expected to contribute to the provision of reliable design flood discharge data to support the planning of wetland irrigation systems and flood mitigation efforts in the Tampang Lake Irrigation Area.