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All Journal REKAYASA DAN INOVASI TEKNIK SIPIL
Febriana Ramadhani
Universitas Sarjanawiyata Tamansiswa
Civil Engineering, Building, Construction & Architecture Environmental Science Transportation

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DAMPAK LAHAR PASCA ERUPSI MERAPI TERHADAP INFRASTRUKTUR: SEBUAH TINJAUAN LITERATUR SISTEMATIS Zainul Faizien Haza; Angga Darmawan; Febriana Ramadhani
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 11 No 1 (2026): April
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v11i1.22725

Abstract

The 2010 eruption of Mount Merapi (VEI 4) did not only cause immediate impacts during the event, but also triggered post-eruption rain-triggered lahar (volcanic mudflow) hazards that persisted for years. This systematic literature review aims to identify the characteristics and level of infrastructure damage caused by the post-eruption lahars of Merapi 2010, as well as the factors influencing them. A search was conducted across the Scopus, ScienceDirect, SpringerLink, Garuda, and grey literature databases (BNPB, BPBD, Ministry of PUPR, JICA) using the PRISMA protocol. Out of 275 identified articles, 12 studies met the inclusion criteria and were analyzed narratively. The synthesis results show that infrastructure damage reached over 1,167 housing units, 31 to 34 bridge units, and 77 sabo dam units (29% of total assets). The Yogyakarta-Semarang national road experienced accessibility disruptions 18 times. The main factors influencing the level of damage were dynamic flow pressure (weak structures collapsed at 5 kPa), flow velocity (greater than 3 m/s), and the mismatch between the sabo dam design capacity (1.75 million m³) and the actual lahar volume (greater than 5 million m³). A lahar event in Senowo in March 2026 proves that the risk remains active 16 years post-eruption. The conclusion of this study emphasizes the need to revise sabo dam designs for VEI 4 scenarios and to integrate a rainfall-based early warning system (greater than 20 mm/hour). Keywords: or volcanic mudflow, infrastructure, sabo dam, Mount Merapi, systematic literature review
ANALISIS DAMPAK LALU LINTAS PEMBANGUNAN RUMAH SAKIT DI KELURAHAN BUNTOK: ANALISIS DAMPAK LALU LINTAS PEMBANGUNAN RUMAH SAKIT DI KELURAHAN BUNTOK ilham ahmad; Dewi Sulistyorini; Dimas Langga Chandra Galuh; Febriana Ramadhani
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 10 No 2 (2025): Oktober
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v10i2.21882

Abstract

Pembangunan suatu infrastruktur pada umumnya dapat memberikan dampak tertentu pada pergerakan lalu lintas di sekitarnya. Besar-kecil dampak terhadap lalu lintas yang terjadi perlu dilakukan suatu kajian agar permasalahan yang berpotensi akan terjadi dapat ditanggulangi dengan bijak. Oleh karena itu, Pembangunan suatu infrastruktur pada umumnya dapat memberikan dampak tertentu pada pergerakan lalu lintas di sekitarnya. Besar-kecil dampak terhadap lalu lintas yang terjadi perlu dilakukan suatu kajian agar permasalahan yang berpotensi akan terjadi dapat ditanggulangi dengan bijak. Data dikumpulkan menggunakan metode survey. Metode analisis dilakukan dengan beberapa tahap yaitu pemodelan transportasi, simulasi kinerja ruas jalan, simulasi kinerja simpang, analisis fasilitas pejalan kaki, analisis fasilitas penyebrangan, dan analisis fasilitas parkir. Temuan dalam penelitian ini menunjukkan bahwa pembangunan/pengembangan RSUD Jaraga Sasameh oleh BLUD RSUD Jaraga Sasameh akan memberikan dampak secara langsung pada ruas jalan maupun simpang di dalam cakupan wilayah kajian. Dampak lalu lintas tersebut dapat berupa penurunan kinerja ruas jalan dan simpang.
Co-Authors Angga Darmawan Dewi Sulistyorini Dimas Langga Chandra Galuh ilham ahmad Zainul Faizien Haza, Zainul Faizien