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All Journal Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan Jurnal Mahasiswa Jurusan Teknik Pengairan Jurnal Teknik Pengairan: Journal of Water Resources Engineering AGRIVITA, Journal of Agricultural Science Jurnal Rekayasa Sipil dan Lingkungan Civil and Environmental Science Journal (CIVENSE) DIKEMAS (Jurnal Pengabdian Kepada Masyarakat) Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Community Development Journal: Jurnal Pengabdian Masyarakat Pena : Jurnal Ilmu Pengetahuan dan Teknologi Jurnal Teslink : Teknik Sipil dan Lingkungan Indonesian Journal of Multidisciplinary Science Jurnal Pengabdian pada Masyarakat Ilmu Pengetahuan dan Teknologi Terintegrasi Jurnal Teknologi dan Rekayasa Sumber Daya Air Journal of Engineering and Technological Science
Runi Asmaranto
Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya
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Penerapan Metode DRASTIC untuk Penilaian Tingkat Kerentanan Air Tanah di Kecamatan Perak Kabupaten Jombang Handini, Maya; Siswoyo, Hari; Asmaranto, Runi
Pena: Jurnal Ilmu Pengetahuan dan Teknologi Vol. 38 No. 1 (2024): PENA MARET 2024
Publisher : LPPM Universitas Pekalongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31941/jurnalpena.v38i1.4159

Abstract

The water source used for daily needs by community in Perak District, Jombang Regency is groundwater. The groundwater in this location has the potential for contamination by domestic waste, so preventive measures are needed to assess the level of groundwater vulnerability. The aim of this research is to assess the level of groundwater vulnerability to pollution and map its distribution. This research was conducted at 25 dug well points in Perak District from July to November 2023. water level (D), rainfall (R), aquifer media (A), soil texture (S), slope (T), unsaturated zone (I), and conductivity. hydraulics (C). Based on the research results, it was found that the DRASTIC index value during the research period ranged from 127 – 167 with medium and high vulnerability. The distribution of groundwater vulnerability levels in the research location is dominated by medium vulnerability with an area between 60 – 72.41%.
Performance Evaluation of the GPM Satellite Rainfall in the Wampu Basin, North Sumatera, Indonesia Hakim, Anita Maulidiyah Rahma; Harisuseno, Donny; Sisinggih, Dian; Asmaranto, Runi
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 16 No. 2 (2025)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.pengairan.2025.016.02.7

Abstract

Rainfall data is crucial in water resources management, particularly associated with its quantity, quality, and spatial and temporal availability in a basin. This study aims to assess the feasibility of Global Precipitation Measurement (GPM) satellite rainfall data to represent rainfall in the Wampu basin. The observed and the GPM rainfall data were collected for 2001 – 2022. Rainfall data from observations and satellites are classified into seven rainfall depth classes with an interval of 10 mm for each class. The GPM was calibrated by determining each class’s correction factor (CF). Calibration is carried out by adjusting the CF value until the difference between the probability of occurrence of satellite and observation data for 2001 – 2017 shows a minimum value. The accuracy of the yielded CF was then validated by evaluating the estimated rainfall from the GPM with the observed rainfall for 2018 – 2022. The results show that the CF of GPM varies from 0.9 – 1.012 for rainfall intervals 0 – 10 mm, 10 – 20 mm, 20 – 40 mm, 40 – 50 mm, 50 – 100 mm, 100 – 110 mm, and >110 mm, respectively. Then, the validation results show an “Excellent” level of accuracy between the corrected GPM and the observed data.   
Studi Evaluasi Pengerukan Sedimen Pada Central Sediment Sump di Lokasi Penambangan Emas PT. Bumi Suksesindo Kabupaten Banyuwangi Cunanda, Yana; Asmaranto, Runi; Wicaksono, Prima Hadi
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 1 No. 1 (2021): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2021.001.01.01

Abstract

Central Sediment Sump is the largest sedimentation pond in the gold mine of PT. Bumi Suksesindo. Central Sediment Sump accommodates sediment from region Central Waste Dump (CWD), Pit E, and Pit B West. There is an increases in ore production began in 2018 makes the mining rate up to 8,1 million tons/year. This result increased sediment rates that are accommodated by Central Sediment Sump. The evaluation in this study is based on the amount of dredged sediment volume during 2018 with the volume of sediment that has been accommodated in the Central Sediment Sump. The volume of sediment that came from erosion in the Central Sediment Sump catchment area will be accommodated in the Central Sediment Sump. Dredged sediment volume depends on the bucket size excavators, excavator cycle times, and excavator work times. Excavator work time concern with the time needed to move the sediment volume that is already determined. The results evaluation of dredging sediment will describe sufficient whether or not sediment dredging in 2018 to dredge the sediment accommodated in Central Sediment Sump. Based on the results of this study the volume of sediment accommodates in Central Sediment Sump is 2.004.551,730 m3. Dredged sediment volume during 2018 is 11.755,310 m3. Therefore dredging sediment in 2018 insufficient to dredge all the sediment accommodates in Central Sediment Sump. Central Sediment Sump merupakan kolam pengendapan sedimen terbesar di Penambangan Emas  PT. Bumi Suksesindo. Central Sediment Sump menampung sedimen dari kawasan Central Waste Dump (CWD), Pit E, dan Pit B West. Adanya peningkatan produksi bijih mulai tahun 2018 menjadikan laju penambangan hingga 8,1 juta ton/tahun. Peningkatan ini mengakibatkan meningkatnya laju sedimen yang ditampung Central Sediment Sump. Evaluasi yang dilakukan pada studi ini berdasarkan pada jumlah volume sedimen terkeruk  selama tahun 2018 terhadap volume sedimen yang tertangkap di Central Sediment Sump. Volume sedimen yang berasal dari hasil erosi di daerah tangkapan air Central Sediment Sump akan tertangkap di Central Sediment Sump. Volume sedimen terkeruk tergantung pada ukuran bucket excavator, waktu siklus excavator, dan waktu kerja excavator. Waktu kerja excavator menggambarkan waktu yang diperlukan untuk memindahkan volume sedimen yang sudah ditentukan. Hasil evaluasi pengerukan sedimen akan menggambarkan cukup atau tidaknya pengerukan sedimen tahun 2018 untuk mengeruk sedimen yang tertangkap di Central Sediment Sump. Berdasarkan hasil studi ini diperoleh volume sedimen yang tertangkap di Central Sediment Sump sebesar 2.004.551,730 m3. Volume sedimen terkeruk selama tahun 2018 sebesar 11.755,310 m3. Sehingga pengerukan sedimen tahun 2018 tidak mencukupi untuk mengeruk seluruh volume sedimen yang tertangkap di Central Sediment Sump.
Analisa Keruntuhan Bendungan Malahayu Kabupaten Brebes Dengan Aplikasi HEC-RAS dan Perhitungan Kerugian Dengan Aplikasi InaSAFE Muammar, Adhitya Zein; Juwono, Pitojo Tri; Asmaranto, Runi
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 1 No. 1 (2021): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2021.001.01.03

Abstract

In the simulation using HEC-RAS 5.0.7 the part to be simulated is the condition of the Malahayu Dam which collapsed due to 7 conditions causing inundation in the downstream area of the Malahayu Dam. Obtained from 7 conditions of dam collapse, the overtopping collapse scenario is the most extreme collapse scenario with an inundation area of 143.54 km2 with a maximum flood inundation height of 19.943 m. The purpose of this dam collapse simulation is to get the most extreme inundation so that in the next process of the inundation, the calculation of economic losses will be carried out with the help of the InaSAFE application. Losses resulting from the Malahayu Dam collapse scenario cover 53 villages from 6 sub-districts so that the evacuation victims reached 22400 people. With this amount, it can be determined that the Malahayu Dam is a dam with a hazard level 4, which is very high. The estimated losses incurred as a result of this collapse reached Rp. 515,521,114,788. The purpose of this study is to determine the level of danger of a dam, to know the characteristics of the flood, and to know the losses caused by flooding due to dam collapse.
Analisa Keruntuhan Bendungan Batujai dan Pengga dengan Aplikasi HEC-RAS 5.0.7 Maulida, Diah Fitri; Juwono, Pitojo Tri; Asmaranto, Runi
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 1 No. 1 (2021): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2021.001.01.06

Abstract

ABSTRACT: Batujai and Pengga Dam are cascade dams with homogeneous types, are authorized in 1982 and 1994. These dams are located at the same mainstream that ends at Alas Strait. Batujai and Pengga Dam break may occur due to overtopping and piping. According to HEC-RAS 5.0.7 simulation suggested that the collapsed of each or both dams has the biggest impact when conditioned with design flood of QPMF are due to overtopping, when the peak of discharge are at 2036.151 m3/second and 3204.089 m3/second, which caused 34.127 km2 and 107.025 km2 area to be flooded, with maximum inundation of 19.656 meters and 19.837 meters. According to InaSAFE, if the collapse of these dams were merged, reported that there are 34 villages and 29,100 people are exposed to the risk, classified with high disaster risk. The cost that has to be paid by the dam’s owner due to the collapse is estimated to be  Rp 201,584,808.36/Ha or Rp. 2,845,409,886,907 in total.
Analisa Pendugaan Laju Erosi Dengan Menggunakan Model Agricultural Non Point Source Pollution (AGNPS) di Sub Das Lesti Kabupaten Malang Kasyful Haq, Muhammad Fariz; Sholichin, Moh; Asmaranto, Runi
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 1 No. 1 (2021): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2021.001.01.16

Abstract

Changes in landuse and the topographic are undulating and hilly with a slope of 8-45%, as well as the intensity of precipitation impacts on increased erosion rates in sub-watershed Lesti area. Continuous erosion of land causes shallows rivers in Sub-watershed Lesti. An analysis and mapping of the greater existential rates on erosion and sedimentation along with the erosion of sub-watershed Lesti as well as land conservation efforts to reduce the effects of such erosion.Calculations using a model Agricultural Non-Point Source Pollution (AGNPS) obtained an average watershed erosion rate of 163,119 tons / ha / year. The results analysis of the danger erosion levels and area based on erosion danger index by hammer (1981) is obtained with a low level index (<1) 13,770 km2, a moderate level (index 1-4) 13,521 km2, a high level (index 4-10) 14,623 km2, and an exorbitant level (index >10) 16,342 km2. Based on sediment delivery ratio (SDR), results of sediment are 144,820.54 tons / year or 120,683.96 m3 / year. The conservation of land to reduce the rate of erosion are carried out in several ways, either by using vegetative and  mechanical methods.
Studi Perencanaan Embung Lapangan Jegreg Kecamatan Lengkong Kabupaten Nganjuk Provinsi Jawa Timur Al Huda, Reja Palevi; Asmaranto, Runi; Dermawan, Very
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 1 No. 1 (2021): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2021.001.01.14

Abstract

The problem in dry season is about water availability, while during wet season there are often several puddles in an area in Jegreg Village in Nganjuk Regency. This is due to the increasing need of the population which is not in line with the development of water supply facilities and infrastructure. In this study, the authors make an analysis related to this problem, by planning a reservoir that can be used to accommodate water during the rainy season so that can be used to reduce floods.Based on the analysis, the dead storage volume (Sediment) are 9,49 m3,  and the effective storage volume are 68,96 m3and then the total storage volume are  78,45 m3 . The height of ponds is 3 meters , with the spillway type is side channel spillway with 0,5 meter of  height. In elevation +40,50 the width of spillway are 17,15 meters. In stability analysis, the analysis used in the slope stability of the reservoir is the Bishop method with  Geostudio2012 application and from the results of the analysis, the safety number meets the requirements. For the analysis of spillway safety against shear and rolling forces, in normal, flood condition, and earthquakes condition, the safety figures meet the requirement.
Analisa Stabilitas Tubuh Bendungan Utama Pada Bendungan Semantok, Nganjuk, Jawa Timur Pratama, Rizki Ramadhani; Suprijanto, Heri; Asmaranto, Runi
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 1 No. 1 (2021): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2021.001.01.08

Abstract

By the changes of embankment material and foundation treatment on Semantok Dam, it is necessary to analyze the dam stability. This study aimed to know about the material specification, the geologic conditions & the foundation treatment, and the dam stability. The specification result shows that core material and fine filter material meet the criteria. The geologic conditions consist of Sand, Sandstone, and Claystone. The alternative for foundation treatment proposed using Secant Pile Cut-Off Wall and Cut-Off Trench. The rock bearing capacity and the core zone settlement is safe. The foundation's elastic deformation is estimated at 3,56 cm ~ 4,36 cm. The filtration flow stability using SEEP/W shows seepage discharge, piping, and boiling potential are safe. The slope stability by Bishop method using SLOPE/W shows static condition; OBE 100; and OBE 200 are safe, but MDE 10000 is unsafe. Permanent deformation analysis for MDE 10000 by Makdisi Seed method and Swaisgood shows the deformation is safe.Dengan adanya perubahan material timbunan dan perbaikan pondasi pada Bendungan Semantok, perlu dilakukan analisa stabilitas bendungan tersebut. Studi ini bertujuan untuk mengetahui spesifikasi material, kondisi geologi dan perbaikan pondasi, serta stabilitas bendungan. Hasil spesifikasi menunjukkan bahwa material inti dan filter halus memenuhi kriteria. Secara geologi pondasi Bendungan Semantok terdiri dari Pasir, Batu pasir, dan Batu lempung. Alternatif perbaikan pondasi diusulkan menggunakan Secant Pile Cut-off Wal dan Cut-off Trench. Daya dukung batuan pondasi dan penurunan zona inti bendungan aman. Deformasi elastis pondasi sebesar 3,56 cm ~ 4,36 cm. Stabilitas terhadap aliran filtrasi dengan SEEP/W menunjukkan debit rembesan, gejala buluh, dan gejala sembulan aman. Stabilitas lereng metode Bishop dengan SLOPE/W menunjukkan kondisi statis, OBE 100, dan OBE 200 aman, tapi untuk MDE 10000 tidak aman. Deformasi permanen untuk MDE 10000 dengan Metode Makdisi dan Swaisgood aman.
Analisa Banjir Akibat Keruntuhan Bendungan Prijetan di Kabupaten Lamongan Menggunakan Aplikasi Zhong Xing HY21 Yahya, Irsyad Musthofa; Juwono, Pitojo Tri; Asmaranto, Runi
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 2 No. 2 (2022): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2022.002.02.17

Abstract

The Prijetan Dam was the first dam built in Indonesia in 1910 – 1916 by the dutch east indies government. This dam was built on the Prijetan River which is located in Sumbergempol Village, Kedungpring District, Lamongan Regency, East Jawa Province. Considering the age of the Prijetan Dam which is more than 100 years old, further analysis are needed on the impact of the dangers that can be caused by the break of the Prijetan Dam. Dams break is the collapse of part or all of the main dam causing the dam to be unable to function again. Dam breaks mostly occur due to overtopping or piping. From the simulation of the dam break of the Prijetan Dam using the Zhong Xing HY21 software, it was found that the largest floods occurred in the bottom piping scenario with the condition of the floodwater level reservoir. The area of the floods reached 26,607 km2 with a maximum flood depth of 6,880 m. The floodsspread to 38 villages located downstream of the Prijetan Dam with an estimated 11.412 people at risk Bendungan Prijetan merupakan bendungan pertama yang dibangun di Indonesia pada sekitar tahun 1910 - 1916 oleh pemerintahan Hindia Belanda. Bendungan ini berdiri diatas Sungai Prijetan yang terletak di Desa Sumbergempol, Kecamatan Kedungpring, Kabupaten Lamongan, Provinsi Jawa Timur. Mengingat usia Bendungan Prijetan yang lebih dari 100 tahun, maka diperlukan analisa lebih lanjut mengenai dampak bahaya yang dapat ditimbulkan oleh kegagal Bendungan Prijetan. Kegagalan bendungan yang dimaksud ialah runtuhnya sebagian atau seluruh tubuh bendungan yang menyebabkan bendungan tersebut tidak dapat berfungsi kembali. Kegagalan atau keruntuhan bendungan paling banyak terjadi akibat overtopping ataupun piping. Dari hasil simulasi keruntuhan Bendungan Prijetan menggunakan software Zhong Xing HY21, didapatkan banjir terbesar terjadi pada skenario piping bawah dengan kondisi tampungan waduk muka air banjir (MAB). Luas genangan banjir yang terjadi mencapai 26,607 km2 dengan kedalaman maksimum 6,880 m. Genangan banjir menyebar ke 38 desa yang berada di bagian hilir Bendungan Prijetan dengan perkiraan 11.412 penduduk terkena risiko.
Studi Potensi Air Tanah dan Karakteristik Hidrokimia Di Desa Pelem, Kecamatan Bungkal, Kabupaten Ponorogo Pangestu, Bima Aji; Asmaranto, Runi; Yuliani, Emma
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 2 No. 2 (2022): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2022.002.02.18

Abstract

Pelem Village, Bungkal District, Ponorogo Regency is a location that is affected by drought during the dry season and relies on rain for irrigation needs. The research was conducted to determine the geological structure, potential of groundwater, hydrochemical characteristics, and quality of groundwater for irrigation from these problems. The data used are primary geoelectrical and chemical groundwater data secondary data used are geological map data, hydrogeology, groundwater basin maps (CAT), and elevation model data (DEM). The method used is the geoelectric Schlumberger configuration, Darcy, DHL, SAR, %Na, and RSC. The results show that the geological layers are tuff, clay, breccia, and sandstone. The discharge potential on track 1 is 2,748 l/s and line 2 is 4.236 l/s. The characteristics of anions and cations exhibit various hydrochemical characteristics. DHL's analysis shows a moderate to high-quality hazard. For the calculation of soil, water sodium is still in a good class and is allowed for irrigation. For the analysis of the sodium absorption ratio (SAR) method, the research site is still in the water class which is very good for irrigation, while the sodium carbonate residue (RSC) method at the study site cannot be used for irrigation because the risk of increasing salt levels is very high.Desa Pelem, Kecamatan Bungkal, Kabupaten Ponorogo adalah lokasi yang terdampak kekeringan pada saat musim kemarau dan mengandalkan hujan untuk kebutuhan irigasi. Dari permasalahan tersebut maka dilakukan penelitian untuk mengetahui struktur geologi, potensi air tanah karakteristik hidrokimia dan kualitas air tanah untuk irigasi. Data yang digunakan merupakan data primer geolistrik dan kimia air tanah untuk data sekunder yang digunakan adalah data peta geologi, hidrogeologi, peta cekungan air tanah (CAT) dan data elevasi model (DEM). Metode yang digunakan adalah metode geolistrik schlumberger, darcy, DHL, SAR, %Na dan RSC Hasil penelitian menunjukkan lapisan geologi berupa tufa, lempung, breksi, dan batu pasir. Potensi debit pada lintasan 1 sebesar 2.748 l/det dan lintasan 2 sebesar 4.236 l/det. Karakteristik anion dan kation menunjukkan berbagai karakteristik hidrokimia. Analisa DHL menunjukkan bahaya salitas sedang sampai tinggi. Untuk perhitungan sodium air tanah masih ada di kelas yang baik dan diizinkan untuk irigasi. Untuk analisa metode rasio serapan natrium (SAR) lokasi penelitian masih di kelas air yang sangat baik untuk irigasi sedangkan pada metode residu natrium karbonat (RSC)  pada lokasi penelitian tidak dapat digunakan untuk irigasi karena resiko peningkatan kadar garam sangat tinggi 
Co-Authors A.A. Ketut Agung Cahyawan W Adhiwirawan, Patria Aditiya, Achmad Rizkiawan Agus Budiarto Aini Amalia, Ayu Khurotul Al Huda, Reja Palevi Andini, Rika Septian Andre Primantyo Hendrawan Anggara Wiyono Wit Saputra Anggara Wiyono Wit Saputra, Anggara Wiyono Wit Ardiyansah, Ilham Ari Wahjudi Aristantha, Fatan Assajjad, Nurrohman Adi Ayu, Mirsa Azzahra, Arrum Berlian Gari Amrina Beselly Putra, Sebrian Mirdeklis Bias Angga Permana Cunanda, Yana Denny Widhiyanuriyawan Denny Widhiyanuriyawan Dermawan , Very Dhoni Maranata Dian Sisinggih Donny Harisuseno Dwi Priyantoro Efendy, Fatkhulloh Utsman Emma Yuliani Eric Virgiawan Aryadi Ery Suhartanto Evi Nur Cahya Fathinun Najib Fathurrahman, Alfa Anshori Fayiz, Naufal Muhammad Firmanda, Andry Riski Fitria Nur Khoirina, Fitria Nur Ghaisani, Amalia Hafifah, Dwi Tiya Ayu Hakim, Anita Maulidiyah Rahma Handini, Maya hari siswoyo Haris Djafar, Haris Hendrawan, Andre Heri Suprijanto Hezron, Yoel Dongan Hidayat, Muhammad Nurjati Ibnu Romadona, Teuku Ihza Ibnu Widodo Ilmiawan, Ahlun Nazar Islami, Fikry Asri Jadfan Sidqi Fidari Juldah, Hailal Kasyful Haq, Muhammad Fariz Leo Arbi Wibowo Lily Montarcih Limantara Linda Prasetyorini M. Amar Sajali M. Bisri M. Ruslin Anwar Maftuch Maftuch Majid, Haidar Naufal Mangku Purnomo Mangku Purnomo mas'udi, oldvika nurma Maulana, Muhammad Adnan Maulida, Diah Fitri Melvin Al Ishar Mike Yuanita Milleanisa, Khofifah Endar Moh. Sholichin Mohammad Bisri Mohammad Taufiq Muammar, Adhitya Zein Muhammad Adhitya Aldi Muhammad Rifai Muhtasar, Iqbal Maulana Murdhianti, Ari Murdhianti, Ari Nadjadji Anwar Nisa, Awwalin Rakhmatun Nugroho, Ibnu Sam Nurhaliza, Salma Palla, Anna Pane, Yasmin Pebriani Sitorus Pangestu, Bima Aji Pitojo Juwono Pitojo Tri Juwono Pramana, Fabian Raditya pratama putra, i wayan ari yoga Pratama, Rizki Ramadhani Prima Hadi Wicaksono Purnomo, Yehezkiel Christian qoidulhaq, fayyadh Rahmah Dara Lufira Rahman, Kurdianto Idi Ramadhan, Yudhistira Akbar Zulfikar Ramadhanti, Banyu Bening Rasyid, Feby Fetryanti Redi Bintarto, Redi Ria Asih Aryani Soemitro Rio Trianto, Rio Rispiningtati Rispiningtati Riyanto Haribowo Rizqy, Nabilah Rosdiyono, Anangga Rubianto, Prasetyo Rubiantoro, Prasetyo Rudianto Raharjo Saifuddin Zuhri, Muhammad Iqbal Sanwa, Niken Wibasari Sari, Rika Rahma Setiawan, Ribut Setiawan, Yahya Eko Maryanto Sholichin, Moh Siregar, Muhammad Rafi Sri Sudaryanti, Sri Subhan Ramdlani Sugiarto Sugiarto S Sugiarto Sugiarto Sumanto, Hari Suryono, Antonius Suwanto Marsudi Syafira, Annisa Zuyyinani'ma Teguh Dwi Widodo Torimtubun, Angelina Tuhepaly, Firman Syarif Ussy Andawayant, Ussy Ussy Andawayanti Very Dermawan Wahyu Nafier A. Wahyu Sejati Wardana, Fathurrozi Ibnu Widodo, Yudo Wahyu Wirda Wirda Yahya, Irsyad Musthofa ‪L. Tri Wijaya Nata Kusuma