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All Journal Jurnal Penelitian Pendidikan IPA (JPPIPA) Unram Journal of Community Service (UJCS)
Agus Suroso
University of Mataram
Agriculture, Biological Sciences & Forestry Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Environmental Science Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Physics Social Sciences

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Strategies to Reduce Stunting Rates Through Increased Awareness and Collective Action in the Community of Setanggor Village East Lombok Regency Bunga Suryani; Yani Satriawati; Riskia Dwi Lestari; Husnul Hotimah; Pinka Izmy Apriani; Ayu Mina Apriani; Wahyu Hidayatullah; Moh. Irwan; Lalu Gilang Ramadan Alfarido; Adrian Maulana; Agus Suroso
Unram Journal of Community Service Vol. 5 No. 2 (2024): June
Publisher : Pascasarjana Universitas Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/ujcs.v5i2.590

Abstract

Setanggor is one of the villages located in the Sukamulia District, East Lombok Regency, West Nusa Tenggara Province. The community in this village, 80% of whom work as farmers, spends a lot of time in the fields. However, the prevalence of stunting in this village is still relatively high. Therefore, the goal of the Community Service Program (KKN) by the Mataram University's PMD (Community Development Program) during the period of December 2023 to February 2024 is to assist the community in addressing stunting through increasing awareness and collective action in stunting prevention. The methods used include socialization, distribution of nutritious food, and Posyandu (Integrated Health Service Post). The results obtained from these activities include increased awareness and knowledge among the villagers regarding the importance of maintaining a healthy and clean lifestyle, as well as the need for adequate intake of nutritious food to prevent malnutrition in children
English English Salsa Fajrina Ghaisani; Yusron Saadi; Ery Setiawan; Yasa I Wayan; Salehudin Salehudin; Agus Suroso
Jurnal Penelitian Pendidikan IPA Vol 10 No 4 (2024): April
Publisher : Postgraduate, University of Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29303/jppipa.v10i4.7207

Abstract

River diversion is a procedure carried out prior to constructing a dam. It is conducted by diverting water from the main river so that the main dam construction work can be executed at a specifically dry area. In Meninting Dam, the diversion system consists of two main structures, namely cofferdam and diversion tunnel that is equipped with a navigation structure at the upstream part of the tunnel. During the construction, cofferdam experienced overtopping on June 17, 2022. The overtopping most likely occurred because of the diversion tunnel’s inability to divert the actual flood effectively during the construction. Therefore, this research aimed to analyse the effectiveness of Meninting Dam’s proposed diversion tunnel against design flood discharge for a return period of 25 years. The data used in this research were the updated version of the ones used to design the whole construction of Meninting Dam’s diversion system, while the flow conditions along the diversion tunnel were analysed using HEC-RAS. At the same time, the analysis was also carried out using the Level Pool Routing Method as a comparison. The analysis results show that the design flood discharge for a return period of 25 years in Meninting Dam Watershed is 265,62 m3/s. This causes the water level along the diversion tunnel reach el. +165,95 m above sea level. Taking into account that the cofferdam crest elevation is at +170,00 m above sea level, it could be concluded that Meninting Dam’s proposed diversion tunnel, which is 4 m wide and 4 m tall is able to divert the design flood discharge for a return period of 25 years effectively. The investigation results in Meninting Dam Watershed show that the main cause of the overtopping was heavy precipitation. This caused the increasing water level at the upstream part of the cofferdam that resulted to its inability to function properly, taking into account that it was still under construction when it occurred
Co-Authors Adrian Maulana Ayu Mina Apriani Bunga Suryani Ery Setiawan Husnul Hotimah Lalu Gilang Ramadan Alfarido Moh. Irwan Pinka Izmy Apriani Riskia Dwi Lestari Salehudin Salehudin Salsa Fajrina Ghaisani Wahyu Hidayatullah Yani Satriawati Yasa I Wayan Yusron Saadi