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All Journal Journal of the Civil Engineering Forum Civil Engineering Dimension Media Ilmiah Teknik Sipil Jurnal Kreativitas PKM Bulletin of Civil Engineering Prosiding Seminar Nasional Program Pengabdian Masyarakat
Ani Hairani
Universitas Muhammadiyah Yogyakarta
Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Environmental Science Health Professions Medicine & Pharmacology Nursing Public Health Social Sciences

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PEMBERDAYAAN WISATA DAN PENINGKATAN BUMDES PADA OBJEK WISATA ERA PANDEMI COVID-19 Nursetiawan Nursetiawan; Ani Hairani
Prosiding Seminar Nasional Program Pengabdian Masyarakat 2021: 4. Kapasitas Daya Saing Usaha Mikro, Kecil, dan Menengah (UMKM) dan Badan Usaha Milik Desa( BU
Publisher : Universitas Muhammadiyah Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (231.43 KB) | DOI: 10.18196/ppm.44.651

Abstract

Janti Park merupakan objek wisata yang dikembangkan pemerintah Desa Janti yang dikelola oleh Badan Usaha Milik Desa bersama karang taruna dengan mengambil konsep wisata air serta restoran. Peningkatan objek wisata Janti Park sangat penting untuk dilakukan, sebagaimana akibat pandemic Covid-19 yang menyebabkan industry pariwisata ditutup untuk mengurangi peningkatan angka kasus. Pengembangan pengabdian objek wisata bertujuan sebagai media informasi, memperkenalkan objek wisata Janti Park, meningkatkan daya jual objek wisata, dan pemahaman konsep protokol kesehatan era Covid-19 di lokasi wisata. Proses pemberdayaan objek wisata Janti Park dengan memanfaatkan perkembangan teknologi dengan metode yang digunakan antara lain pembuatan laporan keuangan, sistem administrasi dasar, pengembangan pengunaan media sosial sebagai promosi, pembuatan desain logo dan tiket masuk objek wisata, dan branding produk. Berdasarkan hasil pada pengabdian, bahwa Pelatihan Kesekretariatan kegiatan “Good Financial Governance for the Continued Progress of BUMDES“ dapat memberikan wawasan kepada pengurus BUMdes dalam pembuatan LPJ, surat, dan berita acara, Pelatihan Laporan Keuangan kegiatan “Good Administrative Governance for the Continued Progress of BUMDES” bekerja sama dengan mitra untuk konsep pengelolaan keuangan, Pengaplikasian Media Sosial BUMdes dengan focus grup discussion terhadap konsep poster protocol kesehatan dan ide slogan “Janti Park” sebagai tempat wisata dengan target pengelolaan konten kreatif social media secara continued.
Laboratory Study on Comparison of the Scour Depth and Scour Length of Groundsill with the Opening and Groundsill without the Opening Ani Hairani; Djoko Legono
Journal of the Civil Engineering Forum Vol. 2 No. 1 (January 2016)
Publisher : Department of Civil and Environmental Engineering, Faculty of Engineering, UGM

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (736.854 KB) | DOI: 10.22146/jcef.26838

Abstract

River bed control structure what so called groundsill or bottom sill is built for controlling a river bed to remain stable against degradation. Unlike other river obstacles, the presence of groundsill might cause sediment retention upstream of the structure; hence it reduces the supply of sediment to the downstream part of the river. At some extent, the above situation might create unexpected negative impact, not only cease the sediment migration but also disable fish migration, as well as the utilization of river for navigation. This paper presents the hydraulic investigation on various models of groundsill, i.e. groundsill without the opening and groundsill with a certain type of the opening. Series of laboratory experiments were conducted on an open channel flow of 0.75m width and longitudinal slope of 0.05%. There were two types of groundsill, i.e. groundsill without the opening with 0.75m width and 0.05m height, and groundsill with the opening of 0.39m width and 0.005m height of crest at the opening and 0.05m at the wings. Various flow rates were then introduced, necessary data were taken, and the hydraulic phenomena were studied. The results showed that groundsill without the opening produced non-dimensional (relative to the channel width) scour depth of 0.036, and scour length of 0.253. Groundsill with the opening produced scour depth of 0.013 and 0.024 near the downstream end of the wing section and the opening respectively. The scour length of the groundsill with the opening is 0.080 and 0.293 near the downstream end of the wing section and the opening section respectively. Moreover, it can be noted that the presence of the scour depth and scour length of the groundsill with the opening was generally much smaller rather than that of groundsill without the opening. The above results give the evidence that groundsill with the opening is much friendlier and also more suitable for the environment needs.Keywords: control structure, environmentally sound, groundsill, hydraulic phenomenon
The Effect of Slope on the Infiltration Capacity and Erosion of Mount Merapi Slope Materials Adam Pamudji Rahardjo; Anselma Diksita Prajna Duhita; Ani Hairani
Journal of the Civil Engineering Forum Vol. 7 No. 1 (January 2021)
Publisher : Department of Civil and Environmental Engineering, Faculty of Engineering, UGM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/jcef.58350

Abstract

The infiltration on slopes has a specific behavior capable of being parameterized and one of the reasons is due to the ability of the slope to generate less ponding on the sloping soil surface. This, therefore, affects infiltration rate and surface runoff proportion of water from any kind of rainfall distribution and the tendency of the surface runoff to be higher usually leads to a higher erosion rate on the slope. Moreover, slope steepness is the most important parameter of a slope, and its effect at 36%, 47%, and 58% was tested on the infiltration capacity and erosion rate of Mt. Merapi bare slope material in a laboratory using a rainfall simulator. The rainfall intensity was set constant at a rate of 116.31 mm/hour while the infiltration rate was measured by the volumetric balance principle and the erosion rates by collecting the eroded grains at the downstream end flume. Furthermore, the infiltration capacity was evaluated using the Horton method by fitting the equation to the recorded infiltration rate data while the average erosion was through the eroded grain data for each test. The results obtained represent the relationship between slope steepness, the affected infiltration capacity, and erosion for each test, and the infiltration capacity was found to be decreasing in lower slope < 47% and increasing in a higher slope while the erosion rate was increasing between 7% and 15% for each 1% increase in the slope steepness. In addition, polynomial and linear equations were developed to express the relationship between these three indicates at the Mt. Merapi bare slope material.
Studi Pengaruh Kejadian Hujan Terhadap Banjir Lahar Di Sungai Gendol Menggunakan SIMLAR: Study Of The Effect Of Rain Incidence On Debris Flow In The Gendol River Using SIMLAR Jazaul Ikhsan; Azqia Dara Adam; Ani Hairani
Media Ilmiah Teknik Sipil Vol. 11 No. 1 (2023): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v11i1.3975

Abstract

Indonesia is a country with the largest number of active volcanoes in the world and has the potential to erupt. This causes primary and secondary disasters, one of which is secondary disasters caused by lava floods during heavy rains. So disaster mitigation is needed by simulating lava floods to find out the predictions of speed, volume, height and area affected by lava floods. The simulation was carried out using SIMLAR software, carried out on Gendol River which is one of the watersheds that has the threat of lahar flooding. The test was carried out with 3 hyetograph patterns and for each pattern there were 3 simulations with different rainfall intensities, namely 162 mm, 243 mm and 324 mm. From these tests, the speed values ​​in patterns 1, 2 and 3 increased each simulation to the existing simulation. The speed value obtained by pattern 1 at 162 mm rain intensity is 2.35 m/s, at 243 mm rain intensity is 2.48 m/s, and at 324 mm rain intensity is 2.58 m/s. In addition, at high yields, volume and area also increase in each simulation due to the higher rainfall intensity. This proves that the intensity of rain is directly proportional to speed, volume, area and height. In addition, the hyetograph pattern also affects the peak hours when the maximum volume, maximum height and maximum speed are reached.
Pendampingan Perhitungan Tarif Air Bersih Spamdes Tirta Lestari Kulon Progo Burhan Barid; Nadia Kumala Sari; Ani Hairani
Jurnal Kreativitas Pengabdian Kepada Masyarakat (PKM) Vol 6, No 11 (2023): Volume 6 No 11 2023
Publisher : Universitas Malahayati Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33024/jkpm.v6i11.11311

Abstract

ABSTRAK Pengeloaan air bersih di pedesaan yang terjadi selama ini belum memberikan keuntungan yang memadai. Harga tarif air belum menutup biaya produksi dan operasional yang layak. Harga tarif masih berdasar kesepakatan dengan masyarakat yang cenderung mengusulkan harga termurah. Penentuan harga tarif yang layak perlu dianalisis ulang agar semua biaya produksi, operasinal tercukupi dan tersedia anggaran cadangan untuk pengembangan. Kegiatan pengabdian berupa pendampingan perhitungan harga air bersih bersama pengelola Organisasi Kelola Air Mandiri Sistem Penyediaan Air Bersih Pedesaan (OKAM SPAMDes) Tirta Lestari yang berada di Dusun Kaliapak, Kelurahan Banjarsari, Kecamatan Samigaluh, Kabupaten Kulon Progo. Pendampingan dimulai dengan pengumpulan data keuangan, berupa anggaran pemasukan dan pengeluaran. Perhitungan penetapan tarif air dari data-data tersebut mengacu Permendagri Nomor 21 Tahun 2020. Data yang digunakan untuk analisis adalah laporan keuangan dan pemakaian air pelanggan SPAMDES Tirta Lestari mulai dari tahun 2018 – 2020. Hasil perhitungan yang dijelaskan dalam pendampingan berikutnya dengan penjelasan secara sederhana.  Harga tarif dasar air bersih yang layak minimal Rp. 8.362/m³ dari yang sebelumnya Rp. 5.000/m3. OKAM Tirta Lestari dapat memahami perhitungan harga air agar dapat menutupi biaya operasional dan mendapatkan laba dari SPAMDes tersebut.   Kata Kunci: Pendampingan, Harga Air, SPAMDes  ABSTRACT The management of clean water in rural areas that has occurred so far has not provided adequate benefits. The price of water tariffs has not adequately covered production and operational costs. Tariff prices are still based on an agreement with the public who tend to propose the cheapest price. The determination of proper tariff prices needs to be re-analyzed so that all production and operational costs are met, and a reserve budget is available for development. Community service activities in the form of assisting in calculating the price of clean water with the manager of Tirta Lestari's Independent Water Management Organization for Rural Clean Water Supply Systems (OKAM SPAMDes) in Kaliapak Hamlet, Banjarsari Village, Samigaluh District, Kulon Progo Regency. Assistance begins with the collection of financial data, in the form of income and expenditure budgets. The calculation of setting water rates from these data refers to Permendagri Number 21 of 2020. The data used for analysis is the financial reports and water usage of SPAMDES Tirta Lestari customers starting from 2018 – 2020. Calculation results explained in the next mentoring with detailed explanations simple. The basic tariff price for clean water is a minimum of Rp. 8,362/m³ from the previous Rp. 5,000/m3. OKAM Tirta Lestari can understand the calculation of water prices to cover operational costs and get profit from the SPAMDes. Keywords: Assistance, Water Price, SPAMDes
Kajian Kebutuhan Dan Ketersediaan Sumber Air Spamdes Di Dusun Kaliapak, Banjarsari, Samigaluh, KulonProgo Muhamad Hafidzudin Ichsan; Ani Hairani; Burhan Barid
Bulletin of Civil Engineering Vol 2, No 2 (2022): Agustus
Publisher : Civil Engineering Department, Universitas Muhammadiyah Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.18196/bce.v2i2.15772

Abstract

This research was conducted at SPAMDes (Sistem Penyediaan Air Minum Pedesaan) Tirta Lestari which is located in Kaliapak, Banjarsari, Samigaluh, Kulon Progo. This study discusses the water availability from SPAMDes Tirta Lestari for 10 years later. The purpose of this research to determine the capacity of customers that can be served with existing source water discharge and predict the final year that can be served with the growth of customers and existing source water discharge. This research method uses least square and geometric methods in predicting population growth. Analysis of water demand takes into water losses of 15% and 37%. The results of this study in 2031 SPAMDes Tirta Lestari can serve with a total of 85 home connections (SR) customers with a total water need of 0.32 liters / second (loss of 15%) and 0.37 liters / second (loss of 37%). The number of customers who can be served with a source water discharge of 0.89 liters / second is 109 SR (loss 15%) and 100 SR (loss 37%).
Hydromechanics – Slope Monitoring in Rainy Season Agus Setyo Muntohar; Ani Hairani; Muhammad Fikri Permana; Farid Nur Bahti
Civil Engineering Dimension Vol. 25 No. 2 (2023): SEPTEMBER 2023
Publisher : Institute of Research and Community Outreach - Petra Christian University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.9744/ced.25.2.135-142

Abstract

Rainfall and soil response are necessary to be monitored to have slope characteristics in detecting landslide occurrence. Even though much research has been carried out worldwide for rainfall monitoring, less research has been conducted in Indonesia for slope monitoring. Therefore, this research was conducted to observe the suction, soil moisture content, and rainfall in a silty sand slope. An automatic rain gauge was set on the ground to measure precipitation. Tensiometer and soil moisture content sensors were installed at depths of 0.5 m; 1 m; and 1.5 m from the slope surface. The monitoring was conducted during the peak rainy season from December 2022 to January 2023. The rainfall amount is about 436.6 mm, and the 6 hours of rainfall events contribute a relatively sizeable rainfall amount (about 31%) to the total. The safety factor of the slope is estimated to decrease by 39%-40% due to the rainfall.
Co-Authors Adam Pamudji Rahardjo Agus Setyo Muntohar Anselma Diksita Prajna Duhita Azqia Dara Adam Burhan Barid Djoko Legono Farid Nur Bahti Jazaul Ikhsan Muhamad Hafidzudin Ichsan Muhammad Fikri Permana Nadia Kumala Sari Nursetiawan Nursetiawan