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All Journal Alchemy : Journal of Chemistry Agrokreatif Jurnal Ilmiah Pengabdian kepada Masyarakat Jurnal Pengabdian Kepada Masyarakat (Indonesian Journal of Community Engagement) Jurnal Teknik Sipil Jurnal Rekayasa Konstruksi Mekanika Sipil JURNAL SUMBER DAYA AIR Jurnal Teknologi Dan Sistem Informasi Bisnis Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Journal of the Civil Engineering Forum Profisiensi : Jurnal Program Studi Teknik Industri Jurnal Teknik Sumber Daya Air Indonesian Research Journal on Education Jurnal Pengabdian Masyarakat Dharma Andalas Jurnal Teknik dan teknologi tepat guna Ambidextrous : Journal of Innovation, Efficiency and Technology in Organization
Mohammad Farid
Program Pascasarjana Teknik Sumber Daya Air, Fakultas Teknik Sipil dan Lingkungan. Institut Teknologi Bandung, Jl. Ganesha No. 10 Bandung, 40132.
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Artificial Neural Network dan Pemodelan Numerik untuk Prediksi Parameter Aliran akibat Dam Break Calvin Sandi; Mohammad Bagus Adityawan; Dhemi Harlan; Mohammad Farid; Novintasari Nadeak
Jurnal Teknik Sumber Daya Air Desember 2022
Publisher : Himpunan Ahli Teknik Hidraulik Indonesia (HATHI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56860/jtsda.v2i2.50

Abstract

Setiap bendungan mempunyai potensi keruntuhan bendungan, yang dapat disebabkan oleh banyak factor seperti gempa. Kejadian dam break dapat menyebabkan kerusakan besar pada bagian hilir, terutama jika hilirnya merupakan area perkotaan. Oleh karenanya, setiap pembangunan bendungan harus disertai dengan kajian terkait potensi keruntuhan bendungan untuk meminimalisir kerugian. Parameter yang didapatkan dari kajian tersebut adalah prediksi dari waktu kedatangan, kedalaman, dan kecepatan aliran banjir. Metode prediksi yang digunakan dalam studi ini adalah sebuah machine learning, yaitu Artificial Neural Network (ANN). Kasus yang digunakan pada studi ini adalah eksperimen dam break dengan satu bangunan miring pada bagian hilirnya yang kemudian dimodelkan secara numerik. Metode numerik yang digunakan adalah skema Mac-Cormack dengan filter numerik. Data yang dimasukkan pada model adalah ketinggian level air pada bendungan. Hasil yang didapat dari pemodelan numerik menunjukkan perbandingan fluktuasi muka air yang baik terhadap hasil eksperimen. Skenario yang berbeda kemudian digunakan dengan beberapa ketinggian level air pada bendungan untuk melalui proses pembelajaran, pelatihan, dan pengujian untuk menghasilkan model ANN yang paling optimum dengan nilai MSE mendekati nol sebagai parameter akurasi metode ini. Untuk mendapatkan MSE terkecil, maka digunakan algorima backpropagation perceptron karena lebih efektif dalam memprediksi parameter aliran akibat dam break. Melalui berbagai proses pengujian ANN, didapatkan performance MSE validation terbaik berada pada epoch 2 dengan nilai 0.00011882 dan dapat disimpulkan bahwa metode ANN dapat digunakan sebagai prediktor parameter aliran akibat keruntuhan bendungan. Dengan dilakukannya studi ini, diharapkan dapat membantu kajian terkait dam break pada area perkotaan di masa mendatang.
Evaluation of Structural Mitigation Effort for Flood Control in Rongkong River Dendy Permana; Mohammad Farid; Joko Nugroho; Irfan Sudono; Nana Nasuha Djuhri
Jurnal Teknik Sipil Vol 29 No 3 (2022): Jurnal Teknik Sipil
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/jts.2022.29.3.4

Abstract

Abstract. One of the alternative flood structural mitigation planned for Rongkong River is the construction of embankments and river normalization. However, river normalization has a weakness where the widening of the cross section of the river can cause an increase in sedimentation. The purpose of this study is to examine the effectiveness of the planned flood control in reducing flood runoff using the flood overflow hydraulic model. Rongkong basin was divided into 14 subbasin to create a distributive model. Design rainfall was analyzed using frequency distribution analysis with GEV method at various return period. Flood discharge was analyzed using HEC-HMS software with the SCS and Snyder methods on the 20-year return period. Hydraulic modelling was analyzed using HEC-RAS 1D with unsteady flow condition under existing and design cross section. Based on the results of flood modeling with a flood discharge Q20 of 1,046.78 m3/s resulted in a flood reduction of 100% and an increase in the average flow velocity of 18% from 1.82 m/s to 2.14 m/s. The use of Q20 as a design flood discharge in the normalization plan and construction of the Rongkong River embankment is considered too large because it causes construction costs to be very expensive. It is recommended to use Q10 in accordance with the regulation of the Ministry of Public Works and Housing, which is stated that the flood design for embankments of the river near the regency/city capital area must be able to pass the flood discharge of Q10 – Q20. It is needed to conduct a design review of the plan of normalization and construction of the embankment. Keywords: Flood control, river morphology, hydraulic modelling, HEC-HMS, HEC-RAS Abstrak Salah satu alternatif mitigasi struktural banjir yang direncanakan untuk Sungai Rongkong adalah pembangunan tanggul dan normalisasi sungai. Namun normalisasi sungai memiliki kelemahan dimana pelebaran penampang sungai dapat menyebabkan peningkatan sedimentasi. Tujuan dari penelitian ini adalah untuk menguji efektivitas pengendalian banjir yang direncanakan dalam mengurangi limpasan banjir dengan menggunakan model hidraulik limpasan banjir. DAS Rongkong dibagi menjadi 14 Sub DAS untuk membuat model secara distributif. Curah hujan rencana dianalisis menggunakan analisis distribusi frekuensi dengan metode GEV pada berbagai periode ulang. Debit banjir dianalisis menggunakan software HEC-HMS dengan metode SCS dan Snyder pada kala ulang 20 tahun. Pemodelan hidraulik dianalisis menggunakan HEC-RAS 1D dengan kondisi aliran tidak tunak pada penampang eksisting dan rencana. Berdasarkan hasil pemodelan banjir dengan debit banjir Q20 sebesar 1.046,78 m3/s menghasilkan reduksi banjir sebesar 100% dan peningkatan kecepatan aliran rata-rata sebesar 18% dari 1,82 m/s menjadi 2,14 m/s. Penggunaan Q20 sebagai debit banjir rencana dalam rencana normalisasi dan pembangunan tanggul Sungai Rongkong dinilai terlalu besar karena menyebabkan biaya konstruksi menjadi sangat mahal. Direkomendasikan untuk menggunakan Q10 sesuai dengan peraturan Kementerian Pekerjaan Umum dan Perumahan Rakyat yang menyatakan bahwa desain banjir untuk tanggul sungai di dekat wilayah ibukota kabupaten/kota harus dapat melewati debit banjir Q10 – Q20. Selain itu juga perlu dilakukan kajian desain terhadap rencana normalisasi dan konstruksi tanggul. Keywords: Pengendalian banjir, morfologi sungai, pemodelan hidraulik, HEC-HMS, HEC-RAS
KOMBINASI PREDIKSI VOLUME SEDIMEN MENGGUNAKAN METODE HECRAS-USLE UNTUK MENDUKUNG KONSERVASI DAS LAMBIDARO PALEMBANG, SUMATERA SELATAN Masri nur Sultan; Mohammad Farid; Adi Prasetyo; Muhammad Syahril Badri Kusuma; Dantje Kardana Natakusumah
JURNAL SUMBER DAYA AIR Vol 19, No 2 (2023)
Publisher : Bina Teknik Sumber Daya Air, Kementerian Pekerjaan Umum dan Perumahan Rakyat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32679/jsda.v19i2.851

Abstract

ABSTRACT Over the past ten years, flooding has been the most frequent problem in South Sumatra Province, Indonesia. As the capital of South Sumatra Province, Palembang City faces similar problems, where Lambidaro Watershed is the watershed with the highest 25-year potential flood discharge in Palembang City. One of the causes of flooding is the lack of river channel capacity related to land erosion in the watershed. This study aims to learn the prediction of sediment volume and efforts to reduce it in the Lambidaro watershed, Palembang City. This study uses two types of modeling, namely numerical models and empirical models. The numerical model uses the HEC-RAS 6.3.1 application, while the empirical model uses the USLE and SDR equations. The input parameters of the numerical model use some data derived from field measurements. The sediment concentration and observation discharge parameters were measured three times in September 2022. The grain size distribution parameters were sampled at three locations each once in August 2022, and the cohesive parameter was sampled at one location twice in August 2022. The result of the prediction of sediment volume by the numerical model is 1,421.86 m3/year. In contrast, the result of the prediction by the empirical model is 476,941.25 m3/year. Efforts to reduce the prediction of sediment volume USLE method are in the form of applying the intercropping method. The results of the conservation study show that the efforts made can reduce the volume of sediment by 17%.Keywords:       sediment, flood, conservation, intercropping, Lambidaro,  ABSTRAKSelama sepuluh tahun terakhir, banjir telah menjadi masalah yang paling sering terjadi di Provinsi Sumatera Selatan Indonesia. Sebagai ibu kota provinsi Sumatera Selatan, kota Palembang menghadapi masalah serupa. dimana DAS Lambidaro adalah DAS dengan potensi debit banjir kala ulang 25 tahun tertinggi di kota Palembang. Salah satu penyebab banjir adalah penurunan kapasitas alur sungai yang berkaitan dengan erosi lahan di DAS. Penelitian ini bertujuan untuk melakukan kajian prediksi volume sedimen serta upaya pengurangannya di DAS Lambidaro. Penelitian ini menggunakan dua jenis pemodelan yaitu model numerik dan model empirik. Model numerik menggunakan aplikasi HEC-RAS 6.3.1 sedangkan model empirik menggunakan persamaan USLE dan SDR. Parameter input dari model numerik menggunakan beberapa data yang berasal dari pengukuran lapangan. Parameter konsentrasi sedimen dan debit sesaat diukur sebanyak tiga kali pada bulan September tahun 2022. Parameter gradasi butiran diambil sampelnya masing – masing pada tiga lokasi sebanyak satu kali, dan parameter kohesif diambil sampelnya pada satu lokasi sebanyak dua kali pada bulan Agustus tahun 2022. Hasil prediksi sedimentasi dasar sungai model numerik adalah 1.421,86 m3/tahun sedangkan hasil prediksi volume sedimen model empirik adalah 476.941,25 m3/tahun. Upaya mengurangi prediksi volume sedimen metode USLE berupa penerapan metode tumpang-sari. Hasil kajian konservasi menunjukkan upaya yang dilakukan dapat mengurangi volume sedimen sebesar 17%.Kata Kunci:             sedimen, banjir, konservasi, tumpang-sari, Lambidaro
Pengukuran Kinerja Supply Chain Management dengan Metode Green SCOR Adelino, Muhammad Ilham; Farid, Mohammad; Fitri, Meldia; Febry, Muhammad
Jurnal Teknologi Dan Sistem Informasi Bisnis Vol 6 No 1 (2024): Januari 2024
Publisher : Prodi Sistem Informasi Universitas Dharma Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jteksis.v6i1.1048

Abstract

The background of this research is the demand for raw materials and the number of sales targets in UMKM Kerupuk Nasi Pak Tatang which have not been fulfilled and the level of product defects which is still high. The research purpose is to determine the performance measurement of supply chain management (SCM) and evaluate the performance measurement based on the lowest score. The method used is the Green SCOR method for determining performance measurements. Data in the form of filling out questionnaires by business owners, the amount of raw materials, the amount of production per month, and the number of defective products. The results showed that the final total value of the Green SCOR performance was 47,066 (marginal level category). Indicators that have a low score are source reliability (number of suppliers according to criteria), deliver responsiveness (length of time for ordering until goods arrive), deliver flexibility (time needed to place additional orders), and return responsiveness (number of complaints received by companies about products). The evaluation given for the number of suppliers is that the company must be able to evaluate each supplier by providing an assessment of the performance results with the AHP method. Evaluation of the length of time for orders to arrive and time for reorders to forecast raw material requirements to optimize order time. The final evaluation for the number of complaints is to provide complaint submission facilities that can be evaluated periodically using the PDCA approach (plan, do, check, action).
Assistance in Designing Citarum River Cliff Protection to Control River Erosion in Atirompe Village, Majalaya District, Bandung Regency Rohmat, Faizal Immaddudin Wira; Ledowikj, Felix Joel; Rodiah, Siti; Rohman, Mutiara Indah Nur; Burnama, Nabila Siti; Darsono, Sri Legowo Wignyo; Kuntoro, Arno Adi; Farid, Mohammad; Nugroho, Eka Oktariyanto; Chaidar, Ana Nugranah
Jurnal Pengabdian kepada Masyarakat (Indonesian Journal of Community Engagement) Vol 9, No 4 (2023): Desember
Publisher : Direktorat Pengabdian kepada Masyarakat Universitas Gadjah Mada

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/jpkm.86817

Abstract

Rivers are often used as a water source for agriculture, transportation, and water supply needs. One of the causes of riverbank damage is scouring the cliff's foot, which cannot withstand scouring currents. If not addressed immediately, it will cause more severe damage. Citarum River is one river that passes through Atirompe Village, Majalaya District. The riverbanks in the area have a risk of cliff failure. The study objective was to analyze the problem, design the protection, and calculate the budget. The hydrology and riverbank analysis of the Majalaya River has been performed. The steps were essential to analyze the depth and width of the scour caused by the flow of the Citarum River water. Sediment data were collected at three locations, namely the upstream, middle, and downstream of the river segment that will be reviewed. In data processing, to obtain a sediment rating curve, it is necessary to measure the flow velocity, which will later be calculated and used as the flow rate during Total Suspended Solid (TSS) data collection. Using the Hydrology Engineering Center – River Analysis System (HEC – RAS) 6.2 software, the calculations with the Ripley Equation were compared to obtain the scour depth. For the design alternative, constructing a steel sheet pile-type cliff protection structure is one form of planning to protect riverbanks. This study also analyzed the recapitulation of the budgeting for protecting the Citarum riverbanks in Atirompe Village, Majalaya District. Using a standardized unit price, the total cost for the protection is 1.8 billion rupiahs.
Perawatan Mesin Sterilizer Menggunakan Metode Age Replacement Muhammad, Al; Fitri, Meldia; Farid, Mohammad; Imani, Rafki; Nofriadirman
Jurnal Teknik dan Teknologi Tepat Guna Vol. 2 No. 2 (2023): Jurnal Teknik dan Teknologi Tepat Guna
Publisher : Riset Sinergi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62357/j-t3g.v2i3.198

Abstract

Penelitian dilator belakangi oleh kerusakan yang terjadi pada mesin sterilizer yaitu pecahnya tabung doorpacking, pipa condesate bocor, pintu rebusan bocor, tidak bergeraknya exhaust valve, terjadinya korosi pada bleed, dan klep pengaman tidak terbuka. Tujuan penelitian yaitu Menentukan interval waktu perawatan yang optimal untuk melakukan penggantian komponen mesin Sterilizer dengan metode Age Replacement. Dan mengetahui biaya penggantian komponen mesin Sterilizer yang diusulkan dengan metode Age Replacement. Jenis penelitian dalam penelitian ini yaitu kuantitatif. Data yang digunakan berupa data sekunder, yang terdiri dari data interval waktu kerusakan komponen dan biaya-biaya yang dikeluarkan untuk penggantian komponen. Hasil penelitian menunjukkan interval waktu perawatan yang optimal untuk melakukan penggantian komponen doorpacking yaitu pada hari ke 31 dengan biaya penggantian sebesar Rp 815.572,6 untuk sekali penggantian. Sedangkan interval waktu perawatan yang optimal untuk melakukan penggantian komponen bearing yaitu pada hari ke 35 dengan biaya penggantian sebesar Rp 380.346 untuk sekali penggantian. Biaya penggantian komponen doorpacking yang diusulkan sebesar Rp 15.000.000 untuk 3 kali penggantian dan menghemat Rp 4.770.558 dari biaya penggantian real yang dikeluarkan perusahaan. Sedangkan biaya penggantian komponen bearing yang diusulkan sebesar Rp 18.000.000 untuk 6 kali penggantian, dan menghemat sebesar Rp 5.041.116 dari biaya penggantian real yang dikeluarkan perusahaan.
Edukasi Keselamatan dan Kesehatan Kerja (K3) kepada Pelaku UMKM Pembuatan Minyak Gaharu Farid, Mohammad; Fatchurrohman, Nanang; Dewi, Alfita
Jurnal Pengabdian Masyarakat Dharma Andalas Vol 3 No 2 (2025): Jurnal Pengabdian Masyarakat Dharma Andalas
Publisher : LPPM Universitas Dharma Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jpmda.v3i2.1853

Abstract

Survei telah dilakukan tim di (Usaha Mikro, Kecil dan Menengah) UMKM Pembuatan Minyak Gaharu di Lubuk Begalung, Kota Padang. Saat survei, tim melakukan wawancara dengan pelaku UMKM dan mengamati kondisi tempat kerja. Ditemukan bahwa penerapan Keselamatan dan Kesehatan Kerja (K3) di UMKM ini masih minim. Hal ini berisiko terhadap keselamatan pekerja. Oleh karena itu, tim kami memutuskan untuk melakukan pengabdian kepada masyarakat (PkM), yaitu edukasi tentang K3 kepada pelaku di UMKM ini. Langkah awal yang dilakukan adalah identifikasi potensi bahaya dan risiko kerja yang ada di proses produksi minyak gaharu, serta menyusun solusi untuk mitigasi risiko tersebut. Selain itu, dilakukan juga pelatihan mengenai prosedur keselamatan kerja, penggunaan alat pelindung diri (APD), serta penerapan standar K3 yang sesuai dengan peraturan yang berlaku. Diharapkan, dengan adanya kegiatan PkM ini, pekerja UMKM Pembuatan Minyak Gaharu dapat meningkatkan pengetahuan dan kesadaran K3, serta menciptakan lingkungan kerja yang lebih aman dan sehat, yang pada akhirnya berdampak positif pada peningkatan produktivitas.
The Effectiveness of Structural Mitigation to Flood Disaster Reduction in Tebet, Matraman, and Jatinegara Sub-District of Jakarta City Kesuma, Tri Nugraha Adi; Kusuma, Muhammad Syahril Badri; Farid, Mohammad; Kuntoro, Arno Adi; Rahayu, Harkunti Pertiwi
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 9 No. 1 (2025)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v9i1.17486

Abstract

Floods are the dominant color of the interaction of human activities and natural mechanisms that occur every year in the city of Jakarta. Various efforts have been made to reduce flooding in Jakarta, but flooding is still the dominant color, especially on the banks of the Ciliwung River. On the banks of the Ciliwung River, Tebet, Matraman and Jatinegara sub-districts are the three areas that experienced the most severe overflows of the Ciliwung River. Flood mitigation efforts in these three areas have been carried out in the form of increasing the drainage capacity of the Manggarai Gate and normalizing the river in the form of dredging and construction of embankments. However, this effort is not optimal because the implementation of normalization is hampered by social conflicts. This paper discusses mitigation efforts in the form of normalization and combination with retention ponds which are carried out by simulating flooded areas. Completion of the normalization of the Ciliwung River is not the best solution to deal with flooding in Jakarta. The flood volume which usually occupies the flood area flows quickly due to changes in the geometry of the river and causes changes in the hydrograph peak and causes flooding in the downstream part of the study area causing an increase in inundation area in Manggarai up to 200%. On the other hand, the use of retention/storage ponds on limited land has been able to reduce flood inundation by 10%. Therefore, staging in the planning and construction of flood mitigation infrastructure needs to be considered and planned thoroughly.
Pengembangan Sistem Penyediaan Air Bersih Pedesaan di Desa Wai U, Kecamatan Mangoli Tengah, Kabupaten Kepulauan Sula, Provinsi Maluku Utara Audrienne, Resanti; Wicaksono, Rofidzias Siswo; Kholik, Almira Abdul; Purnama, Vicky Candra; Kedafota, Fahrul; Widodo, Widodo; Permana, Salsa Alfadhila; Farid, Mohammad; Adityawan, M. Bagus; Widyaningtias, Widyaningtias; Chaidar, Ana Nurganah; Adi Kuntoro, Arno
Agrokreatif: Jurnal Ilmiah Pengabdian kepada Masyarakat Vol. 11 No. 1 (2025): Agrokreatif Jurnal Ilmiah Pengabdian kepada Masyarakat
Publisher : Institut Pertanian Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/agrokreatif.11.1.133-144

Abstract

Wai U Village has a problem with the limited capacity of the village's clean water supply system. This community service activity aims to retrofit the existing clean water supply system, which previously experienced technical problems, and to increase the capacity of the existing system. The implementation method consists of pre-site visit interviews, field surveys, geoelectric surveys to determine aquifer potential, and water quality laboratory tests for drinking water standards. The results of the geoelectric data analysis show that the potential aquifer was located at 30m below the surface. The water quality test results show that the groundwater quality generally meets the class-1 water quality standards for drinking water. Field survey activities were followed by the construction of groundwater wells, water towers, water reservoirs, pumps, and a series of pipes connecting the new water sources to the existing pipe distribution network of Wai U Village. The final result of this activity was the improvement of the clean water supply capacity in Wai U Village, which was able to connect houses that previously depended on water sources from dug wells. There are 69 houses in the Wai U Village. Before experiencing technical problems, the existing water supply system (Pamsimas) in Wai U Village was connected to 38 houses (55%). The construction of new water supply infrastructure was connected to the remaining 31 houses (45%); thus, this activity has succeeded in increasing clean water network connections by almost 100% in Wai U Village. However, several house connections require rehabilitation. This activity is expected to be one of the real contributions of universities to achieving water, food, and energy security in Wai U Village, which is categorized as a 3T region.
KLASIFIKASI RESIKO ERGONOMI MENGGUNAKAN ALGORITMA NAIVE BAYES: BERDASARKAN METODOLOGI QUICK EXPOSURE CHECK (QEC) Adelino, Muhammad Ilham; Farid, Mohammad; Fitri, Meldia
PROFISIENSI : Jurnal Program Studi Teknik Industri Vol 13, No 1 (2025): PROFISIENSI JUNI 2025
Publisher : University of Riau Kepulauan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33373/profis.v13i1.7741

Abstract

This research examines the application of machine learning in forecasting and categorizing ergonomic risk levels. Nonetheless, recent research on the integration of Naïve Bayes machine learning with ergonomics remains limited, particularly concerning the Quick Exposure Check (QEC) technique. This study aims to categorize ergonomic risk levels and evaluate the accuracy of classification through machine learning techniques. The employed model is the Naïve Bayes algorithm, grounded in the Quick Exposure Check (QEC) methodology. Data were gathered from evaluations of body posture and occupational characteristics, including strength and duration, and subsequently classified by risk level. The findings of this investigation indicated a total accuracy of 99.00% ± 1.41%, with a micro-average of 99.01%. This degree of accuracy is within the high category. The model exhibits flawless precision and recall for the Medium and High-risk categories, and a recall rate of 93.33% for the Low risk. Misclassification occurred just in a limited number of low-risk instances that were inaccurately classified as medium, suggesting a conservative bias in the evaluation. These results suggest that the model may serve as a dependable tool for ergonomic risk classification, particularly in reliably identifying high risk
Co-Authors Adelino, Muhammad Ilham Adi Kuntoro, Arno Adi Prasetyo Adi Prasetyo Adityawan, Mohammad Bagus Akyunul Jannah Anik Maunatin Antalia K.M. Katili Arno Adi Kuntoro Arno Adi Kuntoro, Arno Adi Arumjeni Mitayani Aryanti Karlina Nurendyastuti Audrienne, Resanti Avis Mellivera Bagus Adityawan , Mohammad Bagus Pramono Yakti Bin Ishak, Ismayuzri Burnama, Nabila Siti Calvin Sandi Chaidar, Ana Nugranah Chaidar, Ana Nurganah Dantje Kardana Natakusumah Dendy Permana Dewi, Alfita Dhemi Harlan Dina P.A Hidayat Eka Oktariyanto Nugroho Erha Intan Sukmajati Fachri, Fiqih Jul Faisal Yunus Faizal Immaddudin Wira Rohmat Fatchurrohman, Nanang Febry, Muhammad Fitri, Meldia H, Rommy Hadiarto Mangunnegoro Harkunti P. Rahayu Harkunti P. Rahayu, Harkunti P. Huseiny, Mohammad Iqbal Idham Riyando Moe Idham Riyando Moe Imani, Rafki Irfan Sudono Iwan Kridasantausa (alm.) Joko Nugroho Kedafota, Fahrul Kesuma, Tri Nugraha Adi Khilmi Zain Kholik, Almira Abdul Kirana, Pratita Hana Ledowikj, Felix Joel Lestari, Ovi M. Bagus Adityawan, M. Bagus Masri nur Sultan Mellivera, Avis Mochamad Mardi Marta Dinata Mochammad Ridwan Muhammad Rizki Purnama Muhammad Syahril Badri Kusuma, Muhammad Syahril Badri Muhammad, Al Nana Nasuha Djuhri Nofriadirman Novintasari Nadeak Nurmaulia, Sella Lestari Permana, Salsa Alfadhila Pratama, Maryo Inri Prima Putra, Kahar Halim Purnama, Vicky Candra Rahayu, Harkunti Pertiwi Rasmiaditya Silasari Rasmiaditya Silasari Rohman, Mutiara Indah Nur Sarah Abighail siti rodiah Sri Legowo W. D Sri Legowo Wignyo Darsono Suardi Natasaputra Sultan, Masri nur Tia Setiawati Tia Setiawati Waluyo Hatmoko Wicaksono, Rofidzias Siswo Widodo Widodo Widyaningtias Widyaningtias, Widyaningtias Widyaningtyas, Widyaningtyas Wisanggeni, Dimas H. Yakti, Bagus Pramono Yetrina, Mutiara Zain, Khilmi Zefri Yenni