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Evaluasi Operasi Banjir Bendungan Kedung Ombo Melalui Penelusuran Banjir Pada Bangunan Pelimpah Satrio, Rizko Yumna; Wahyudi, Slamet Imam; Ni'am, Moh Faiqun
Structure Vol 6, No 2 (2024): STRUCTURE (JURNAL SIPIL)
Publisher : University of Muhammadiyah Tangerang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31000/civil.v6i2.12928

Abstract

Sebagai infrastruktur pengendali banjir Bendungan Kedung Ombo dilengkapi sebuah sistem pengoperasian waduk yang disebut operasi banjir. Operasi banjir dimulai saat elevasi muka air waduk (MAW) mencapai elevasi +89,50 mdpl atau disebut elevasi dumping energy level. Pada saat terjadi banjir elevasi MAW terus meningkat hingga limpas melalui pelimpah utama (+90,00 mdpl) hingga pelimpah darurat (93,30 mdpl dan 93,70 mdpl). Pelimpah darurat Kedung Ombo merupakan pelimpah timbunan yang didesain akan runtuh apabila terjadi overtopping 30 cm diatas mercu. Meskipun diperbolehkan untuk runtuh, sebaiknya hal ini harus dihindari karena akan menyebabkan limpasan air waduk yang besar sehingga dapat membanjiri daerah hilir bendungan. Maka dari itu diperlukan upaya analisis dini untuk mengetahui berapa besaran debit inflow yang disyaratkan supaya tidak terjadi keruntuhan pada pelimpah darurat. Metode penelitian yang digunakan dengan melakukan pemodelan DAS dan waduk menggunakan software HEC-HMS. Debit yang digunakan untuk menentukan besaran inflow menggunakan debit desain berbagai kala ulang yang disimulasikan terhadap waduk dan pelimpah (spillway routing) dengan ketentuan pola operasi banjir Kedung Ombo. Hasil peneluruan banjir menunjukan MAW tidak limpas pada banjir desain Q2, sedangkan waduk limpas melalui pelimpah utama pada banjir desain Q5, Q10, Q20, Q25, Q50, Q100, Q200, Q500, Q1000, dan QPMF. Pada debit banjir QPMF terjadi limpas melalui pelimpah darurat I (+93,30 mdpl) dengan elevasi MAW maksimum +93,58 mdpl. Maka dapat simpulkan bahwa operasi banjir Kedung Ombo tidak aman terhadap debit inflow QPMF.
ANALISIS PERBANDINGAN BEKISTING KONVENSIONAL DENGAN BEKISTING SISTEM PERI PADA GEDUNG BERTINGKAT Ulum, Muhammad Miftakhul; Adi, Henny Pratiwi; Ni'am, Moh Faiqun
Pondasi Vol 29, No 2 (2024): Desember
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v29i2.39824

Abstract

Formwork is a tool to help mold concrete with the desired size, shape, or position. In the implementation of formwork work, the selection of the type of formwork will affect the cost, implementation time, and construction quality. There are 3 (three) types of formwork in Indonesia, including conventional formwork, semi-system formwork, and system formwork. In this study, the installation and dismantling methods of conventional formwork and PERI System formwork will be analyzed, a comparison of the calculation of time and costs required for the installation and dismantling of conventional formwork with PERI system formwork in 3 different buildings, and an analysis of the economic feasibility study of PERI system formwork investment.This research is a quantitative research with the aim of knowing the comparative analysis of conventional formwork methods and PERI system formwork, then analyzing the material requirements and costs between conventional formwork and PERI system formwork and conducting an investment feasibility study analysis of the PERI System formwork. The work reviewed is on plate and beam work.The results of the study showed that the cost of procuring PERI System formwork was Rp 6,181,415,050 more expensive than conventional formwork. In the implementation of the installation and dismantling of PERI system formwork, it was faster than conventional formwork, the difference in installation production capacity was 6 m2/day, while the difference in dismantling time was 2m²/day. The investment feasibility study for the procurement of PERI System formwork is still feasible because the Net Present Value (NPV) value obtained was Rp 63,801,026, the Benefit Cost Ratio (BCR) value obtained was 1.007 and the Internal Rate Of Return (IRR) value was 9.48%.Keywords : Formwork, Conventional, PERI System, Investment Feasibility.