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S. Suripin
Civil Eng Department Of Diponegoro University Jl. Prof. Sudarto SH No 1 Tembalang, Semarang
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PENDUGAAN LAJU EROSI DENGAN METODE USLE DAN ANALISIS DISTRIBUSI SEDIMEN DENGAN METODE EMPIRIS PENGURANGAN LUAS PADA WADUK PASELLORENG DI KABUPATEN WAJO Zefri, Ricky; Ari Wulandari, Dyah; Suripin, Suripin
JURNAL TEKNIK SIPIL Vol 11, No 2 (2022): Volume 11 Nomor 2 November 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v11i2.26727

Abstract

Waduk Paselloreng adalah waduk di Kabupaten Wajo, Propinsi Sulawesi Selatan yang berada di DAS Gilireng dengan kapasitas tampungan sebesar 138 juta m3 yang berfungsi sebagai penyediaan air baku, irigasi dan potensi sebagai PLTA. Daerah aliran sungai sebagai daerah tangkapan air sering mengalami permasalahan erosi dan sedimentasi dimana jumlah sedimentasi akan terus bertambah seiring bertambahnya waktu sehingga berdampak terhadap waduk seperti air menjadi keruh, pendangkalan dan dapat mempengaruhi umur layanan dari waduk. Tujuan dari penelitian ini adalah untuk mencari nilai pendugaan erosi dan sedimentasi pada Waduk Paselloreng menggunakan metode Universal Soil Loss Equation (USLE) serta untuk mengetahui distribusi sedimen pada waduk menggunakan metode pengurangan luas (area reduction method). Dari hasil penelitian diperoleh nilai faktor erosivitas hujan (R) tahun 2021, faktor erodibilitas tanah (K) adalah 0,212 ton/kj, faktor panjang dan kemiringan lereng (LS) adalah 3,725, faktor penutupan vegetasi (C) adalah 0,175 dan faktor konservasi lahan (P) adalah 1,00 sehingga besar laju erosi dan sedimentasi menggunakan Metode USLE adalah 4,5 ton/ha/thn atau 30.072,24 m3/thn. Berdasarkan hasil analisis dengan umur guna waduk selama 50 tahun, dari total jumlah sedimen yang mengendap, kapasitas tampungan mati waduk yang berada terisi sedimen sebesar 19,66% sehingga tampungan mati masih mempunyai kapasitas sebesar 80,34%. Sehingga dapat disimpulkan bahwa Waduk Paselloreng setelah operasional 50 tahun tetap dapat operasional melebihi usia waduk yang direncanakan relatif tidak terganggu oleh sedimentasi dan tetap dapat operasional melebihi umur waduk yang direncanakan.
The Impact of Land Use Changes on The Service Life of Wlingi Reservoir Rarasati, Indang Dewi; Suripin, Suripin; Wulandari, Dyah Ari; Taruna, Dwiva Anbiya
Eduvest - Journal of Universal Studies Vol. 5 No. 1 (2025): Journal Eduvest - Journal of Universal Studies
Publisher : Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59188/eduvest.v5i1.50238

Abstract

One of the factors that can affect changes in the capacity of a reservoir is the amount of sedimentation that settles at the bottom of the reservoir. Several reservoirs in Indonesia have experienced shallowing due to sedimentation. The increase in sedimentation rate is caused by high land erosion. Land erosion comes from changes in land use in a River Basin Area. The benefits of the Wlingi Reservoir are as a flood controller of 2.37 m3/s, irrigation supply of 13,600 hectares, as a power plant that can drive the turbine of a PLTA unit with a power of 2 x 27 MW. In this study, land use data comes from ESRI satellite imagery, which differs from previous studies. This study aimed to obtain sediment yield from land use changes in the Brantas Hulu Watershed with Wlingi Reservoir outlet point from 2018 to 2023 and to predict remaining service life of the reservoir. The method used to calculate the erosion rate is USLE, which uses GIS (Geographic Information System) software. The results showed that undisturbed forests dominated land use, and land use changes for 6 years were volatile. The average sediment rate for 6 (six) years was 0.011 mm/year. The predicted service life is that Wlingi Reservoir can only serve for 91 years. These findings highlight the urgency of implementing effective sediment management strategies. Without intervention, sedimentation will reduce the reservoir's capacity to support irrigation and hydropower, impacting regional water management and food security and limiting flood mitigation capabilities in East Java.
Analisis Evapotranspirasi Metode Penman Modifikasi Dan Thornthwaite Terhadap Pemodelan Debit Fj. Mock: Analysis Of Evapotranspiration Using Modified Penman And Thornthwaite Methods On Fj. Mock's Run-Off Modelling Baskoro, Ari Yudha; Suripin, Suripin; Suprapto, Suprapto
Media Ilmiah Teknik Sipil Vol. 12 No. 1 (2024): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v12i1.6134

Abstract

Evapotranspiration is a key parameter used in run-off modelling. The Bulango Ulu Dam, located near the equator where sunlight is at its peak throughout the year, makes evapotranspiration a crucial factor in analysing water availability. This research aims to analyse the performance of two evapotranspiration calculation methods on the accuracy of run-off modelling to the Bulango Ulu dam. The study employs the modified Penman and Thornthwaite evapotranspiration methods as input to Mock's model. The Analysis indicates that the Mock-Penman method outperforms the Mock-Thornthwaite method, with statistical parameter results of MAE 0.963, NSE 0.891, R 0.949 and Kr 1.3%, Therefore, it concludes that the run-off modelling aligns with the observed flow value
ANALISIS DEBIT REMBESAN PADA LEFT WING DAM, MAIN DAM, DAN RIGHT WING DAM PADA BENDUNGAN BILI-BILI As'ad, Mohammad Bagus Wiratama; Suripin, Suripin; Ari Wulandari, Dyah
JURNAL TEKNIK SIPIL Vol 14, No 2 (2025): Volume 14 Nomor 2 November 2025
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v14i2.46449

Abstract

Bendungan Bili-Bili merupakan bendungan eksisting di Kabupaten Gowa, Provinsi Sulawesi Selatan yang dibangun Tahun 1992 hingga 1997. Bendungan Bili-Bili merupakan bendungan tipe urugan batu dengan inti tengah yang memiliki kapasitas tampungan total sebesar 375 juta m3 dan kapasitas tampungan sedimen sebesar 29 juta m3. Ditinjau dari kelas risiko bahaya konstruksi, Bendungan Bili-Bili masuk dalam klasifikasi IV (Ekstrim) yang perlu mendapatkan perhatian khusus terkait kegagalan konstruksinya. Salah satu penyebab utama kegagalan bendungan tipe urugan adalah terjadinya rembesan berlebih yang ditandai dengan ditemukannya rumput lebat pada lubang drainase sehingga dapat memicu terjadinya piping yang berisiko mengganggu stabilitas keamanan bendungan. Oleh karena itu, penelitian ini bertujuan untuk menganalisa besar debit rembesan pada Left wing dam, Main dam, dan Right wing dam Bili-Bili yang keluar dari alat instrumentasi berupa V-notch terhadap tingkat keamanan bendungannya. Berdasarkan hasil analisis diperoleh hasil bahwa debit rembesan pada Bendungan Bili-Bili secara umum diluar batas yang diizinkan dimana nilai seepage index kondisi rembesan dalam kondisi kurang aman dimana Sebagian besar kriteria keamanan seepage QI1 yang mana perlu adanya mitigasi awal untuk segera dilakukan rehabilitasi.
Quick Assessment of Landslide Potential Using Satellite Imagery in Bili-Bili Reservoir Catchment Area Wahyuningrum, Catur Ayu; Wulandari, Dyah Ari; Suripin, Suripin; Pratama, Alfyan Amar; Sari, Yunitta Chandra; Baihaqi, Fajar Andi
Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan Vol 22, No 3 (2025): November 2025
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/presipitasi.v22i3.893-908

Abstract

Landslides are among the most unpredictable and destructive sediment-related disasters, especially in mountainous regions with complex terrain and limited field accessibility. In 2004, a catastrophic landslide from the Mount Bawakaraeng Caldera delivered more than 100 million cubic meters (MCM) of sediment into the Bili-Bili Reservoir, filling its dead storage and threatening its long-term functionality. his study uses Sentinel-1A satellite imagery and Differential Interferometric Synthetic Aperture Radar (DInSAR) to perform a rapid, spatially driven assessment of landslide hazards in the Bili-Bili Reservoir Catchment Area. The results reveal surface deformation of up to ±1.55 meters, concentrated in upstream zones. High-risk areas span 71.00 km², with an estimated mobilizable volume of 110.04 MCM and a potential sediment yield of 27.14 MCM per year, nearly equal to the reservoir’s dead storage. To mitigate this threat, the study proposes an integrated mitigation framework. Structural interventions include rehabilitating existing sediment control systems and constructing new sabo dams. Non-structural strategies such as slope revegetation and bioengineering are also recommended. This study demonstrates how remote sensing can identify subtle ground deformation and provides actionable insights for safeguarding critical water infrastructure in sediment-prone tropical watersheds.
Co-Authors ., Muhrozi ., Soebroto Adi Saputra Adika Cakranagara agung fitra siregar Agus Eko Kurniawan, Agus Eko Agus Priyanto Agus Priyanto Ahmad Fauzi Rosandi Ahsan Habib Aji Perdana Wira Utama Alvin Aditya Amir Hadziq Fahmi Andhika Rhama Mahardika Andrean Rahady Juanizar Andreas Tigor Oktaga, Andreas Andrey Suryanto Andung Yunianta Arief Budihardjo, M Arif Kurniawan Ariwibowo, Mohammad Lutfi As'ad, Mohammad Bagus Wiratama Ashri Febrina Rahmasari Aulia Wahyu Rahmawati Bagus Hario Setiadji Baihaqi, Fajar Andi Baskoro, Ari Yudha Benson Limbong bramantyo herawanto Bramantyo Herawanto Brian Ridhlo Adila Darwin Pakpahan, Darwin Denny Nugroho Sugianto Desyta Ulfiana Dwi Kurniani Dwi Kurniani Dwi Kurniani Dwi Kurniani Dwi Purwantoro Sasongko Dwi Yuliasari Dwitama Aji Putriana Dyah Ari Wulandari Dyah Ari Wulandari Evi Rahmawati Fadilah . Fadilah . Fahmi Anggriawan Yulianto Faqih, Nasyiin Fredy suryanto Hari Budieny Hari Budieny Hari Nugroho Hari Nugroho Harjanti, Widyayuni Nur Hartuti Purnaweni Hartyan, Dionysius Edna Hary Budieny Hary Budieny Hendri Wijaya, Hendri Henny Herawati heru budhi krisnanto Hidayat Pawitan Ignatius Sriyana Ignatius Sriyana intan fauziah ramadhini Iwan K. Hadihardaja Jati Utomo Dwi Hatmoko Joko Windarto Kartini Kartini Khoirul Murod Kikis Dinar Yuliesti Kinathi Fitria Krisma Adijaya Lisa Adatika Luckman Ismail M. Januar J.P. Maknun, Dillon Asmara Martin Martunas Agung P.S. Marupa, Ivan Matias Roy Adi Wijaya, Matias Muchammad Chusni Irfany Muhammad Firqotul Ulum Muhammad Helmi Muhrozi . Nastain Nur Yuwono Nur Yuwono Osfaldo, O Pradnya Paramita Soka Pudyawati Pranoto Samto Atmodjo Prasetyo Hari Wibowo Pratama, Alfyan Amar Priyo Nugroho priyo Nugroho P. Priyo Nugroho Parmantoro Propezite Nurhutama Mustain Purwanto Purwanto Qomaruddin, Mochammad Rahadianti Kusuma Dewi Rarasati, Indang Dewi Ratih Pujiastuti Ricky Zefri Riekea Astika Putri Gultom Rudi Yuniarto Adi Sahat Hamanangan Sinaga Salamun Salamun Salamun Salamun Salamun Salamun Sari, Yunitta Chandra Satriyo Pandu Wicaksono Simbolon, Bernas Slamet Hargono Soebroto . Sri Eko Wahyuni Sri Prabandiyani R. Wardani Sri Prabandiyani R. Wardani, Sri Prabandiyani R. Sri Sangkawati Sachro Sri Sangkawati Sachro, Sri Sriyana Sriyana Sudarno Sudarno Sudarno Sudarnoutaomo Sudarnoutaomo Suharyanto Suharyanto Suharyanto Suharyanto Suharyanto SUHARYANTO SUHARYANTO Sukma Adji Nugrahedi Sumbogo Pranoto Suprapto Suprapto surya adi kusuma Suseno Darsono Suseno Darsono Suseno Darsono Sutarto Edhisono Sutrisno Gultom Syafrudin Syafrudin Taruna, Dwiva Anbiya TATI NURHAYATI Taufik Dani Thomas Resa Putra Tri Pambudi, Tri Trias Wigyarianto Vita Ariesta Fitriana Wahyudi Wahyudi Wahyuningrum, Catur Ayu Widyayuni Nur Harjanti Wisnu Prianto Zefri, Ricky