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Analisis Pengaruh Fenomena Iklim El-Nino dan La-Nina terhadap Curah Hujan di Kalimantan Tengah Nugraheni, Melly; Zakaria, Ahmad
Jurnal Teknik Sumber Daya Air Vol. 3 No. 2 (Desember 2023)
Publisher : Himpunan Ahli Teknik Hidraulik Indonesia (HATHI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56860/jtsda.v3i2.83

Abstract

Central Kalimantan is one of the regions in Indonesia affected by El Nino and La Nina climate anomalies. This study was conducted to determine the effect of El Nino and La Nina climate anomalies or deviations on rainfall in Central Kalimantan. The purpose of this study was to look at the areas that have the most influence caused by El Niño and La Nina climate anomalies. This study used daily rainfall data from the Meteorology, Climatology and Geophysics Agency (BMKG) station and also the Tropical Rainfall Measurement Mission (TRMM) satellite in Central Kalimantan with a data range of 22 years, from 1998 to 2019. Spectral methods are used as modeling and use the Fast Fourier Transform (FFT) program to obtain rainfall spectrum data. Then the amplitude value is obtained and the data comparison is carried out to determine the value of the correlation relationship. The results of data analysis according to the results of Fast Fourier Transform (FFT) obtained that the area that has the highest influence due to El Nino and La Nina climate anomalies or deviations based on BMKG and TRMM data is at the H. Asan station. The dominant frequency period of recurrence for BMKG data is 3.74 years with an amplitude value of 1.4641 mm and TRMM data is 2.80 years with an amplitude value of 0.9829 mm.
Islamic Social Reporting Disclosure (ISRD) : Analisis Pengaruh Ukuran Perusahaan dan Usia Direksi terhadap Profitabilitas Sebagai Variabel Moderasi pada Perusahaan Teknologi Periode 2019-2022 Zakaria, Ahmad; Sumarno, Ari Pitoyo; Handayani, Agustia
Jurnal Ekonomi Syariah dan Pariwisata Halal Vol 4 No 1 (2025): Journal of Syariah Economic and Halal Tourism (JSEHT)
Publisher : Sekolah Tinggi Ilmu Ekonomi Syariah (STIES) ALIFA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70371/jseht.v4i1.252

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This study aims to examine the influence of firm size and board of directors' age on ISRD. Islamic Social Reporting (ISR) is a social reporting standard applied to Sharia-compliant companies, including those with Sharia securities. ISRD is not only intended for stakeholders but, most importantly, for Allah SWT, customers, employees, and the environment, as a form of social responsibility. This study was conducted on technology companies listed in the Sharia Securities List (DES) for the 2019-2022 period, with a total population of 38 companies. The research sample was selected using purposive sampling, resulting in 19 companies that met the criteria. Given the five-year research period, the total number of observational samples used in this study is 120. Data analysis was performed using EVIEWS software for hypothesis testing and Moderated Regression Analysis (MRA). The results indicate that firm size does not affect ISRD, whereas the board of directors' age has a positive influence on ISRD. Additionally, profitability is proven to strengthen the impact of firm size and board of directors' age on ISRD.
Disintegrasi Bioplastik Menggunakan Metode Kompos Takakura Zakaria, Ahmad; Lestari, Endang Sri; Djanis, Ratnawati Lilasari; Styani, Erna; Rosalina, Rosalina; Nurdiani, Nurdiani; Tambunan, Jenny Anna Margaretha; Aynuddin, Aynuddin; Rachmy, Silvia; Anwar, Chairil; Djasmasari, Wittri
Journal Warta AKAB Vol 49, No 1 (2025): Juli 2025
Publisher : Politeknik AKA Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55075/wa.v49i1.242

Abstract

Pembuatan pupuk kompos merupakan salah satu cara yang dapat digunakan untuk mengurangi timbulan sampah. Pembuatan pupuk kompos dengan metode Takakura dianggap efektif dan dapat diaplikasikan pada skala rumah tangga karena hemat waktu dan tempat. Bioplastik merupakan pengganti plastik yang lebih ramah lingkungan karena lebih cepat terurai. Dalam penelitian ini akan dilakukan pengujian terhadap kualitas kompos dan persentase disintegrasi bioplastik yang diolah dengan metode Takakura. Tahap awal dalam penelitian ini adalah pembuatan pupuk kompos, dilanjutkan dengan pengujian fisika dan kimia setelah kompos matang untuk dibandingkan dengan SNI 19-7030-2004 berikut hasil disintegrasi bioplastiknya. Hasilnya kadar air dan pH kompos rata-rata sebesar 79,3% dan 9,02. Hasil ini diatas nilai standar dikarenakan sifat bahan baku yang digunakan memiliki kandungan air cukup tinggi. Sementara untuk kada N dan P memiliki hasil yang cukup baik dan sesuai dengan standar dengan kandungan logam berat yang juga sangat rendah. Hasil disintegrasi bioplastik memiliki persentase di atas 94% dalam waktu satu bulan. Dari hasil ini dapat disimpulkan bahwa pupuk kompos yang dibuat dengan metode Takakura memiliki hasil yang dapat diterima dan mampu mendisintegrasi bioplasik dnegan cukup optimal.
Analisis Abrasi Terhadap Pergeseran Tepi Pantai Dengan Digital Shorline Analisis System (DSAS) yulianto, alim; Zakaria, Ahmad; Kusumastuti, Dyah Indriana
Teras Jurnal : Jurnal Teknik Sipil Vol. 15 No. 1 (2025): Volume 15 Nomor 1, Maret 2025
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v15i1.1220

Abstract

Abstrak Pantai Cahaya Negeri, Kecamatan Lemong Kabupaten Pesisir Barat mengalami abrasi signifikan, berdampak pada pergeseran tepi pantainya. Tujuan penelitian adalah untuk mengkaji, mengidentifikasi dampak pergeseran tepi pantai oleh abrasi periode 2012 hingga 2022 dan memprakirakan pergeseran tepi pantai periode 2023 hingga 2032. Metode pemantauan menggunakan Digital Shoreline Analysis System (DSAS) perhitungan Shoreline Change Envelope (SCE), Net Shoreline Movement (NSM), End Point Rate (EPR) untuk memprakirakan pergeseran tepi pantai, digunakan perhitungan Linear Regression Rate (LRR). Hasil analisis menunjukkan abrasi menyebabkan pergeseran tepi pantai 2,11 hektare periode 2012 hingga 2022. Prakiraan pergeseran tepi pantai sebesar 13,6 m, luas perubahan sebesar 2,33 hektare periode 2023 hingga 2032. Kesimpulan adalah Pergeseran tepi pantai (2012 hingga 2022) didominasi abrasi sebesar 2,11 hektare (92,7%), akresi 0,16 hektare (7,2%), total pergeseran 2,281 hektare. Dampaknya meliputi longsor, dan kerusakan lahan pertanian. Prakiraan (2023-2032) menunjukkan bahwa abrasi 13,6 m pergeseran terbesar 34,47 m, terkecil 0,34 m, dan akresi 0,46 m. Kata kunci: abrasi, prakiraan, DSAS, NSM, LRR.   Abstract Cahaya Negeri Beach, Lemong District, Pesisir Barat Regency experienced significant abrasion, impacting the shifting of its shoreline. The researcher's objective was to study, identify the impact of shoreline shifting by abrasion from 2012 to 2022 and predict shoreline shifting from 2023 to 2032. The monitoring method used the Digital Shoreline Analysis System (DSAS) calculation of Shoreline Change Envelope (SCE), Net Shoreline Movement (NSM), End Point Rate (EPR) to predict shoreline shifting, Linear Regression Rate (LRR) calculation was used. The results of the analysis show that abrasion causes a shift in the coastline of 2.11 hectares from 2012 to 2022. The prediction of the shift in the coastline is 13.6 meters, the area of change is 2.33 hectares from 2023 to 2032. The conclusion is that the shift in the coastline (2012 to 2022) is dominated by abrasion of 2.11 hectares (92.7%), accretion of 0.16 hectares (7.2%), total shift of 2,281 hectares. The impacts include landslides and damage to agricultural land. The prediction (2023-2032) shows abrasion of 13.6 meters, the largest shift is 34.47 meters, the smallest is 0.34 meters, and accretion is 0.46 meters. Keywords: abrasion, prediction, DSAS, NSM, LRR.
Merancang Pemodelan Gerusan Lokal pada Pilar Jembatan Menggunakan Metode HEC-18 Berbasis Python Herison, Ahmad; Ahsan, Fathan Naufal; Romdania, Yuda; Zakaria, Ahmad
Teras Jurnal : Jurnal Teknik Sipil Vol. 15 No. 2 (2025): Teras Jurnal (September)
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v15i2.1276

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Abstrak   Gerusan lokal mengancam kestabilan pilar jembatan saat banjir, sementara perhitungan manual metode HEC-18 lambat dan rentan kesalahan, terutama di wilayah dengan curah hujan tinggi dan arus sungai deras. Penelitian bertujuan mengembangkan model perhitungan gerusan berbasis metode HEC-18 untuk mendukung analisis yang lebih cepat dan akurat. Metode ini diterapkan dalam pengembangan aplikasi berbasis Python yang dilengkapi dengan visualisasi 2D dan potongan, sehingga mempermudah analisis dampak gerusan terhadap jembatan secara lebih intuitif.. Hasil penelitian menunjukkan bahwa aplikasi ini tidak hanya mempercepat proses perhitungan dibandingkan metode manual, tetapi juga secara signifikan mengurangi potensi kesalahan manusia serta memberikan solusi yang lebih efektif dan akurat dalam menjaga keberlanjutan jembatan. Kesimpulnya adalah penelitian ini berhasil mengembangkan model perhitungan gerusan berbasis metode HEC-18 dalam bentuk aplikasi untuk mendukung analisis yang lebih cepat dan akurat.   Kata kunci: simulasi numerik, pemodelan hidraulika, keamanan jembatan, analisis aliran sungai, analisis fondasi jembatan.     Abstract   Local scour threatens the stability of bridge piers during floods, while manual calculation using the HEC-18 method is slow and prone to errors, especially in areas with high rainfall and strong river currents. This research aims to develop a scour calculation model based on the HEC-18 method to support faster and more accurate analysis. This method is implemented in a Python-based application equipped with 2D and cross-sectional visualizations, making it easier to analyze the impact of scour on bridges more intuitively. The results show that this application not only accelerates the calculation process compared to the manual method but also significantly reduces the potential for human error and provides a more effective and accurate solution in maintaining bridge sustainability. The conclusion is that this research successfully develops a scour calculation model based on the HEC-18 method in the form of an application to support faster and more accurate analysis.   Keywords: numerical simulation, hydraulic modeling, bridge safety, river flow analysis, bridge foundation analysis.
Risiko Kesehatan Mental dan Peran Dedikasi Zainuddin, M Said; Usman, Arifuddin; Zakaria, Ahmad
e-SPORT: Jurnal Pendidikan Jasmani, Kesehatan dan Rekreasi Vol. 5 No. 2 (2025): e-SPORT: Jurnal Pendidikan Jasmani, Kesehatan dan Rekreasi
Publisher : Institut Penelitian Matematika, Komputer, Keperawatan, Pendidikan dan Ekonomi (IPM2KPE)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31539/0b4k8y60

Abstract

This study aims to analyze the mental health impacts of esports involvement, focusing on the psychological characteristics of professional players compared to recreational players. A mixed-methods approach was used, combining qualitative and quantitative research, with in-depth interviews and surveys used to collect data on players' anxiety, depression, and motivation. The results indicate that player motivation falls into two categories: intrinsic, related to personal satisfaction and skill development, and extrinsic, involving financial rewards and social recognition. These findings suggest that intrinsically motivated players tend to have better mental well-being, while reliance on extrinsic motivation can increase the risk of stress and anxiety. Furthermore, involvement in the esports community can provide significant social support, although there are also mental health risks due to competitive pressure. The conclusions of this study emphasize the importance of understanding both sides of the impact of esports on mental health, as well as the need for more effective support strategies for players to reduce stigma and improve their well-being in an increasingly digital world.   Keywords: Psychological Impact of Esports, Mental Health, Motivation
Analisis Kelayakan Ekonomi Teknik Investasi Pembangunan Terminal Khusus dalam Mendukung Distribusi Tambang Batu Basalt Diwantari, Windy Putri; Herison, Ahmad; Usman, Kristianto; Zakaria, Ahmad; Kusumastuti, Dyah Indriana
Teras Jurnal : Jurnal Teknik Sipil Vol. 15 No. 2 (2025): Teras Jurnal (September)
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v15i2.1290

Abstract

Abstrak   Ketidakefisienan distribusi hasil tambang batu basalt melalui jalur darat mendorong pembangunan Terminal Khusus PT. Optima Nusa Tujuh guna mengoptimalkan distribusi melalui jalur laut. Penelitian bertujuan untuk menentukan skenario investasi paling optimal berdasarkan kelayakan finansial dan kontribusinya terhadap efisiensi distribusi. Metode yang digunakan adalah pendekatan deskriptif dengan teknik kualitatif dan kuantitatif. Analisis kualitatif digunakan untuk mengevaluasi aspek non-finansial, sedangkan analisis kuantitatif menilai kelayakan finansial berdasarkan parameter NPV, IRR, PI, BCR, BEP, dan PBP. Hasil evaluasi terhadap kelima skenario investasi menunjukkan bahwa seluruh skenario layak dilaksanakan dengan nilai NPV positif. Namun, hanya skenario moderat hingga optimis yang memenuhi seluruh kriteria kelayakan. Skenario 5 (optimis 20%) memberikan hasil paling optimal, dengan NPV sebesar Rp65.396.124.689,67, IRR sebesar 34,21%, dan periode pengembalian investasi tercepat selama 3 tahun 2 bulan 4 hari. Kesimpulannya, pendistribusian hasil tambang melalui terminal khusus jalur laut dinilai layak dan memberikan dampak positif secara finansial karena memberikan keuntungan jangka panjang dan efisiensi distribusi terbaik.   Kata kunci: studi kelayakan, terminal khusus, distribusi  basalt, NPV, IRR   Abstract   The inefficiency of basalt distribution via land transportation has prompted the development of a dedicated terminal by PT. Optima Nusa Tujuh to enhance maritime distribution. This study aims to determine the most optimal investment scenario based on financial feasibility and its impact on distribution efficiency. A descriptive method is employed, incorporating both qualitative and quantitative approaches. Qualitative analysis explores non-financial factors influencing project viability, while quantitative analysis evaluates financial feasibility using NPV, IRR, PI, BCR, BEP, and PBP. Analysis of five investment scenarios reveals that all are financially feasible with positive NPV values; however, only moderate to optimistic scenarios fulfill all feasibility criteria. Scenario 5 (20% optimistic) emerges as the most optimal, yielding the highest NPV of IDR 65,396,124,689.67, IRR of 34,21%, and the shortest payback period of 3 years, 2 months, and 4 days. In conclusion, maritime distribution via dedicated terminal is feasible and financially advantageous, ensuring long-term gains and efficient logistics.   Keywords: feasibility study, dedicated terminal, basalt distribution, NPV, IRR
Assessment of Development Potential for Central Government Irrigation Zones in Metro City Pratama, Muhammad Vareza; Purwadi, Ofik Taufik; Romdania, Yuda; Zakaria, Ahmad; Herison, Ahmad
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 2 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (July 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i2.10446

Abstract

The decline in agriculture, forestry, and fisheries sector revenue by 5.24% in Metro City in 2024 necessitates efforts to increase productivity through the development of irrigation areas (D.I). This study aims to analyze the existing conditions of central authority irrigation areas and assess their expansion potential according to the 2013 KP-01 standards. The research employs a mixed-method approach, utilizing quantitative analysis for spatial data processing and planning criteria assessment, complemented by qualitative analysis for interpretation and deepening of results. The findings indicate that the Karangrejo and Tejo Agung Clusters meet all eight criteria of the KP-01 irrigation planning standards, with an increase in irrigated land area from 18.71 hectares to 388.62 hectares. Both clusters demonstrate moderate soil fertility with adequate water sources from the Way Bunut River and reservoir for Karangrejo, and the Batanghari River with D.I. Way Sekampung channel for Tejo Agung. The analysis also confirms the fulfillment of aspects including water availability, farmer presence, road access, land ownership status, flood resistance, and compliance with Metro City's spatial planning (RTRW). In conclusion, the development of irrigation areas in both clusters is feasible and should be implemented through a planned and integrated approach to enhance agricultural productivity and water management effectiveness in Metro City.
Sustainability Analysis of Water Availability in Way Sekampung Dam using Vensim Dynamic Program Murdiagatma, Sefrinta Sasma; Wahono, Endro Prasetyo; Kusumastuti, Dyah Indriana; Purwadi, Ofik Taupik; Zakaria, Ahmad
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 2 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (July 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i2.10579

Abstract

The sustainability of dam operations needs to be reviewed in terms of water availability, in order to maintain the sustainability of water demand in all sectors in the coming years. This study aims to analyze of water availability of the Way Sekampung Dam reservoir according to its needs using one of the applications of the dynamic program, Vensim. The study used data-driven scenario simulations on the Vensim application, to analyze key factors including available inflows, required outflows, storage capacity of the dam and plans to supply raw water over a 25-year period. The results show that the dam can supply raw water for Bandar Lampung, Beranti, Pringsewu and Metro City with a total capacity of 2,737 liters per second and support water needs for potential irrigation of 76,006 hectares. Optimization of the dam's storage operation can be achieved, with a target reliability of 100% occurring in 2027, the year when the dam's storage condition reaches its optimal level at an elevation of +125.23 meters. To meet downstream water demand, the dam's storage capacity must be maintained at an elevation of +124.0 meters or higher, with a volume of 68,060,000 m³ and an inundation area of 5,020.8 km2. If the water storage falls below this elevation, it will be necessary to update the water allocation policy, adjust management regulations, appropriate management strategies, including periodic updating of the reservoir operation rules and implementation of a flexible water release schedule, to ensure continuous water availability at the Way Sekampung Dam reservoir.
Hydraulic Analysis of Flood Characteristics in Way Sekampung Watershed Using HEC-RAS with Various Return Periods Finanda, Reysa; Arifaini , Nur; Zakaria, Ahmad; Wahono, Endro
Jurnal Teknik Sipil dan Lingkungan Vol. 10 No. 1: April 2025
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.10.1.1-14

Abstract

A river is a flow of water that flows in one direction from a high area to a low area by gravity or from upstream to downstream. Although there have been many studies using HEC-RAS software, its application in Way Sekampung watershed still needs further evaluation. The purpose of this study is to analyze the high elevation of overflow that occurs at the reviewed location and analyze the comparison between permanent and non-permanent flows of flood tide elevation in Way Sekampung watershed. The flood discharge values for the 10, 25, 50, and 100-year re-periods were 506.01 m3/s, 576.82 m3/s, 627.01 m3/s, and 675.20 m3/s, respectively. Meanwhile, in the hydraulic analysis, the high elevation of the flood water level of the unsteady flow was obtained from the results of the hydraulic analysis using the HEC-RAS V6.5 application at 10, 25, 50 and 100 years repeatedly, namely 177.57 meters, 179.63 meters, 183.86 meters, and 192.73 meters in the upstream part. In addition, in the downstream part, 95.49 meters, 97.53 meters, 101.28 meters, 106.52 meters were obtained for each re-period. and experienced overflow heights of 5.57 m, 6.54 m, 6.99 m, and 16.03 m during the 10-year, 25-year, 50-year, and 100-year periods. From the results of the research that has been carried out, it is concluded that in the upstream and downstream areas there will be no flooding because the flood water level is still lower than the high elevation of the left and right river banks.
Co-Authors Abyuliani, Alza adama, riri arinda Afifah, Mar'atul Afriami, Lusmeilia Agustriyanto, Dono Ahmad Herison Ahmad Tusi Ahsan, Fathan Naufal Aji Saputra, Aji Aji, Badruzzaman Al Rasyid, Burhan Najib Amanda, Tiara Maelta Amidi Amidi, Amidi Andika, Ivana Aprili Andriansyah, Yeddy Angelina Angelina Anggraini , Melisa anggraini, yeshe Angin, Geleng Perangin Arfanda, Poppy Elisano Arie Pratama Putra Arief, Farah Diba Arifaini , Nur Armijon . Ashruri Ashruri, Ashruri Asrorudin, Udin Atika Sari Atmoko, Fajar Destri Aynuddin, . Aynuddin, Aynuddin Ayu Kurniasih, Ayu Ayuningsih, Titik Cahyo, Febriansyah Dwi Cesar, Irvan Tegar Chairil Anwar Citra Dewi Damayanti, Amelia Nurul Dian Pratiwi Didik Didik Dinaryoko, Arif Diwantari, Windy Putri Djanis, Ratnawati L. Djanis, Ratnawati Lilasari Djasmasari, Wittri Dwi Arnanda Putra, Novindio Dwi Joko Winarno Dyah Indriana K Dyah Indriana Kusumastuti Efendi, Muhamad Masjun Elvida, Maharani Endang Sri Lestari Endro Prasetyo Wahono Fachrurrazie, . Fachrurrazie, Fachrurrazie Fadela, Dian Mira Fathony, Awal Rifan Fatoni, Fatoni Fatria, Akhmad Ridho Fikri, Modh. Haikal Finanda, Reysa Fitria, Mizha Nur Gani, Rama Dian Gatot Eko Susilo Gultom, Winda Maria Rebecca Habib Algifari Handayani, Agustia Hartantio, Fajar Hartoto, Dwi Nanda Putra Hayat, Mohammad Haz, Arzuu Abnu Haziman, Muhammad Luthfan Herawati Herawati Ians Aprilo Ichsani, Muhammad Desyan Idharmahadi Adha Imran, Fadli Indarto, Asyidika Vito Indriana K, Dyah Irvani, Asep Irvan Iswan Iswan Iswan, I Jamaludin HN, . Jauhari Arifin Jerfikanasa Murda, Gung Bagus Joko, Dwi karami, muhammad Karim, Achmad Kholiq, Muhammad Nur Kristianto Usman kuncoro, wahyu hadi Kurniawan, Deri Rahli Kurniawan, Panca Kurniawan, Rizqi Kurniyawan, Ikhfan Kusanti, Nency Dwi Kusumaningsih, Dian Kusumastuti, Dyah Kusumastuti, Dyah I. kuswadi, didit kuswadi Laksmana, M. Bima Lepiana, Tenti Lukitawati, Annika Lusmeilia Afriani M Imran Hasanuddin M Rizky Ismail M. Said Zainuddin Manurung, Lodewick Mapiliandari, Inda Mappaompo, M. Adam Mariyanto Mariyanto Marlina, Indah MMSI Irfan ,S. Kom Muhammad Fadli Murdiagatma, Sefrinta Sasma Nawawi, M Lucky Apriansyah Niken, Chatarina Ningtyas, Widya Nurcahya Novianti, Tika Christy Nugraha , Billy Nugraheni, Melly Nur Arifaini Nurdiani Nurdiani, Nurdiani Nurdiani, . Ofik Taufik P, Ofik Ofik Taufik Purwadi, Ofik Taufik Oktiani, Asri Pelawi, Rinaldi Peranginangin, Imanuel PERMADI, I GUSTI AGUNG DIDIT EKA Persada, Citra Phohan, Phohan Pradipta, Adya Rizky Prasetio, Rizki Lazuardi Pratama, Muhammad Vareza Pratiwi, Ayu Ning Trias Purna, Bagus Mustofa Purwadi , Ofik Taupik Purwadi, Ofik Purwadi, Ofik Taupik Purwadi, Opik Taufik Qur'ani, Mutiara Nurul Rachmanda, Farhan Rachmi, Silvia Rachmy, Silvia Rahayu Sulistyorini Randy Setiawan, Randy Razak, Risdha Sagita Restika Putri Retno Farhana Nurulita Rina Indriani Rinaldi, M. Fahmi Romdani, Yuda Romi Fadly Rosalina Rosalina Rosalina, . Saputra, Datra Peta Saputra, Eko Adi Saputra, Fajar Ilham Saputro, Rifki Ananda Sari, Okta Mulya Sasongko, Respati Anton Sauri, Sopian Septiansari, Annisa Putri Dwi Setia, Vika Setyanugraha, Tegar Sitanaya, Brigitha Cindy Siti Nurdianti Muhajir Siti Nurul Khotimah Slamet Riyadi Styani, Erna Subuh Tugiono, Subuh Suharni Suharni Sumarno, Ari Pitoyo Sumiharni Sumiharni Syah, Aminudin Syahruli, Firman Tambunan, Jenny Anna Margaretha Taufik P, Ofik Tomi, Muhammad Tridawati, Anggun Trisdiana, Fitri Trisnar Adi Prabowo Tuhu Pangestu, Ibnu Usman, Arifuddin W, Endro W, Endro Prasetyo Wahono, Endro Wahono, Endro Praseyto Wardhani, Puspita Sri Ayu widarsono, eko Widya Anggraeni, Widya Wijaya, Riki Chandra Winarno, Dwijoko Yacub, Vanita Kesumawati Yanti, Cristi Yuda Romdania yulianto, alim Yusma Sari, Nia Hana Zainuddin, M Said