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All Journal Sinergi Jurnal Teknologi Elektro Jurnal Rekayasa Sipil International Journal of Artificial Intelligence Research Prosiding Seminar Nasional Teknoka Forum Mekanika JURNAL KAJIAN TEKNIK SIPIL Abdimasku : Jurnal Pengabdian Masyarakat Jurnal Inovasi Masyarakat Jurnal Teknik Sumber Daya Air
Ika Sari Damayanti Sebayang
Universitas Mercu Buana
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation

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Journal : forum mekanika

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Pemodelan Curah Hujan-Limpasan Pada Sub DAS Cikapundung Hulu Ika Sari Damayanthi Sebayang; Syaefudin Wibowo
FORUM MEKANIKA Vol 9 No 1 (2020): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v9i1.952

Abstract

The Cikapundung River is one of the rivers that divides the city of Bandung and is often used as the main drainage center of the city, the flow of sewage or waste, tourism objects, and raw water sources. This causes the importance of observing reliable discharge values flowing on the Cikapundung River. In this study the authors analyzed the availability of minimum river discharge in Cikapundung Hulu Sub Das using the FJ Mock method. This study uses rainfall data and climatology data. The rainfall data used are rainfall data from Dago Pakar station and Meteo Lembang station, with a span of 10 years while the climatological data used is data from the Bandung Geophysical Station with a span of 10 years. Mainstay discharge calculated using the F.J Mock Method, where in the F.J Mock calculation there are a number of parameters assumed. This modeling test process is by calibrating the parameters assumed by Trial and Error. The average discharge magnitude for Q50, Q80, Q90, and Q95 in calculating the mock model in the period 2008 to 2014 resulted in a value of 3.87 m³ / sec; 2.98 m³ / sec; 2.46 m³ / sec; and 2.21 m³ /sec. While the discharge values of Q50, Q80, Q90, and Q95 in the observation debit produce successive values of 3.85 m³ / sec; 2.45 m³ / sec; 2.05 m³ / sec; and 1.91 m³ / sec. Even with the increase in the calculation period, reliable debit values have a tendency to rise.
Analisis Pemodelan Curah Hujan - Limpasan dengan Metode NAM dan Sacramento pada Sub DAS Cikeruh, Jawa Barat Ika Sari Damayanthi Sebayang
FORUM MEKANIKA Vol 9 No 2 (2020): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33322/forummekanika.v9i2.1117

Abstract

Floods in the Cikeruh watershed often occur every year during the rainy season. In addition to the rainy season there are several other factors that influence, such as slope, land height, soil type and land use. With this study, it is expected to be able to provide information on the location of floods in the Cisadane watershed with the aim of helping to make decisions in carrying out actions, prevention, reducing the risk of flooding. The data used in this study are secondary data, namely the average annual rainfall data from 13 stations, soil type data, DEMNAS data (National Elevation Data Model), RBI maps with a scale of 1: 25,000 and Cisadane watershed maps. The method used in this study uses the scoring and overlay method where each parameter used to analyze the level of flood vulnerability in the Cisadane watershed is rainfall, slope, elevation, soil type, distance to the river (river buffer), and use land that is given a value and weight according to the classification of the level of vulnerability. Processing data in this study using ArcGis 10.2.2 software. The results of the study resulted in a map of flood vulnerability levels in the Cisadane watershed which provided information on the distribution of locations prone to flooding. Around 76.77% or 116,178,559 ha of the Cisadane watershed area is prone to flooding with a very high vulnerability to the level of medium vulnerability that is spread from upstream to downstream
Co-Authors Agus Suroso Agus Suroso Akhmad Wahyu Dani Alnis Gustin Laoli Ansyori Fernanda Arief Kurniadi Arno Adi Kuntoro Budi Yanto Husodo Carolina Masriani Sitompul Fadli Sirait Fina Supegina Indratmo Soekarno Kurniadhi Widjojo Laoli, Alnis Gustin Lisma Safitri M. Cahyono Mawardi Amin Muhammad Fahmia Oki Setyandito Oties T Tsarwan Pradana, Hapril Arief Raden Herdian Bayu AshShiddiq Reni Karno Kinasih Rika Rosi Rosanti Rofiq, Muhammad Ainur Said Attamimi Sinulingga, Jef Franklyn Sitompul, Carolina Masriani Syaefudin Wibowo Tiara Rosa Andina Timotius Kurniawan Wihartono Triyanto Pangaribowo Yuliastuti Juliastuti Yureana Wijayanti