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All Journal Jurnal Daya Mas : Media Komunikasi dan Informasi Hasil Pengabdian dan Pemberdayaan Masyarakat Pilar Teknologi : Jurnal Penelitian Ilmu-ilmu Teknik Jurnal Sipil Terapan
Setiyo Daru Cahyono
Universitas Merdeka Madiun
Humanities Civil Engineering, Building, Construction & Architecture Education Law, Crime, Criminology & Criminal Justice Public Health Social Sciences

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Pelatihan Penyusunan Rencana Anggaran Biaya Talud di Desa Tladan Kecamatan Kawedanan Kabupaten Magetan Rosyid Kholilur Rohman; Setiyo Daru Cahyono; Seno Aji
JURNAL DAYA-MAS Vol. 6 No. 2 (2021): JURNAL DAYA-MAS
Publisher : Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/dymas.v6i2.70

Abstract

The government promotes rural infrastructure development through Village Fund Allocation (ADD). In the process of planning, development and reporting the village government is given the broadest authority. This authority requires the village government to have the ability to prepare a Budget Plan (RAB) and report on the use of funds. The ability of village communities in preparing Budget Plan for the Talud is still minimal and training is needed to improve their abilities. The results of this training are expected to be beneficial for the people of Tladan Village, Kawedanan District, Magetan regency so that the infrastructure development program in the village will run better and achieved good quality.
Analisis Stabilitas Sheet Pile Kali Sono Kota Madiun Seno Aji; Rosyid Kholilur Rohman; Setiyo Daru Cahyono
JURNAL PILAR TEKNOLOGI Jurnal Ilmiah Ilmu Ilmu Teknik Vol. 5 No. 2 (2020): JURNAL PILAR TEKNOLOGI
Publisher : LPPM Universitas Merdeka Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33319/piltek.v5i2.57

Abstract

Abstract— Slope slides can occur if the specific gravity of the land working as the driving force is greater than the shear stress that serves as a restraining force. To prevent landslides there are several methods that can be used, one of them is using sheet pile as a soil barrier. Besides working to hold the soil, the sheet pile also functions to prevent the entry of water into dug pits, so it is very good to be used at the edge of the sea or river. The formulation of the problem that arises is how the value of active and passive soil pressure on the sheet pile, as well as how the suitable CPC Sheet Pile specifications are used in this study. The research method used is geotechnical analysis for sheet pile retaining walls. Based on soil data and calculation analysis, the value of active soil pressure on sheet pile is 104.06 kN / m and the value of passive soil pressure is 206.19 kN / m2. The CPC Sheet Pile specification used is Type W-600A, 15 meters long with Mcrack = 50.6 Ton.meter. Keywords—: Slope slides; sheet piles; the value of active and passive; geotechnical analysis.
Analisis Intensitas Hujan dan Karakteristik Das Piring Kota Madiun Hendro Susilo; Setiyo Daru Cahyono; Arif Afrianto; Dimas Ardhi Nugraha
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.225

Abstract

Penelitian ini yang berjudul Analisis Intensitas Hujan Dan Karakteristik DAS Piring Kota Madiun bertujuan untuk mendapatkan nilai intensitas hujan berdasarkan data curah hujan, mencari besar nilai puncak debit banjir DAS Piring menggunakan metode HSS Gama 1, HSS Limantara dan HSS Nakayasu. Lokasi pekerjaan ini adalah Kali Piring di Kota dan Kabupaten Madiun, Propinsi Jawa Timur. Kali Piring berada di sebelah timur kota Madiun menyisir kota dari selatan ke utara. Kali Piring berhulu pada kaki Gunung Wilis, mengalir ke barat dan berbelok ke utara tepat di Kelurahan Pilang Bango Kecamatan Kartoharjo Kota Madiun menuju ke Utara sampai bermuara ke Kali JerowanPenelitian diambil menggunakan data curah hujan harian tahun 2009 sampai dengan tahun 2018. Pengambilan data curah hujan harian meliputi tiga stasiun hujan antara lain stasiun hujan Klegen, stasiun hujan Babadan, stasiun hujan Dungus. Dari penelitian ini dapat disimpulkan hasil Distribusi yang dipilih untuk untuk periode ulang 2, 5, 10, 20, 50 untuk jangka waktu 10 ( sepuluh ) tahun terakhir adalah distibusi normal. Metode Normal memenuhi syarat untuk distribusi Chi-Kuadrat dan Smirnov Kolmogorov. Debit banjir menggunakan perhitungan hidrograf satuan sintetis GAMA I dengan periode ulang 2, 5, 10, 20, 50 dengan nilai debit maksimum 501,78 mᶾ/detik. Debit banjir yang dipakai adalah hasil perhitungan HSS Nakayasu, karena perhitungan HSS Nakayasu memiliki nilai debit puncak paling besar dibandingkan dengan kedua metode HSS lainnya, sedangkan untuk nilai debit puncak terkecil adalah metode HSS Limantara.
Co-Authors Arif Afrianto Dimas Ardhi Nugraha Hendro Susilo Rosyid Kholilur Rohman Seno Aji