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All Journal International Journal of Advances in Applied Sciences KEAIRAN MEDIA KOMUNIKASI TEKNIK SIPIL JURNAL TEKNOLOGI LINGKUNGAN Jurnal Pengabdian Kepada Masyarakat Sakai Sambayan Jurnal Rekayasa Journal of Degraded and Mining Lands Management Jurnal Dampak Jurnal Rekayasa Sipil dan Desain JGE (Jurnal Geofisika Eksplorasi) Briliant: Jurnal Riset dan Konseptual Teras Jurnal JURNAL KESEHATAN LINGKUNGAN: Jurnal dan Aplikasi Teknik Kesehatan Lingkungan BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil SIKLUS: Jurnal Teknik Sipil Jurnal Aplikasi Teknik Sipil Jurnal Teknik Pertanian Lampung (Journal of Agricultural Engineering) Jurnal Serambi Engineering Jurnal Kreativitas PKM EKOLOGIA : Jurnal Ilmiah Ilmu Dasar dan Lingkungan Hidup Techno-Fish Borneo Engineering: Jurnal Teknik Sipil Journal of Engineering and Scientific Research (JESR) Journal of Tropical Marine Science JURNAL PENELITIAN PERAWAT PROFESIONAL Jurnal Aisyah : Jurnal Ilmu Kesehatan Publikasi Riset Orientasi Teknik Sipil (Proteksi) Jurnal Pengabdian Kepada Masyarakat Ungu ( Abdi Ke Ungu) International Journal of Aviation Science and Engineering Journal of Innovation and Technology Teknika Sains : Jurnal Ilmu Teknik Jurnal Profesi Insinyur Universitas Lampung COJ (Coastal and Ocean Journal) Indonesian Journal of Nursing and Health Sciences (IJNHS) Sanitasi: Jurnal Kesehatan Lingkungan Jurnal Sylva Lestari JURNAL HUTAN TROPIS JUSTICIA SAINS: Jurnal Ilmu Hukum Jurnal Green Growth dan Manajemen Lingkungan Jurnal Pemberdayaan Ekonomi Journal of Public Health Concerns Journal of Sustainability Science and Technology TEKNOSIA Jurnal Sipil Terapan Jurnal Meteorologi dan Geofisika Rekayasa : Jurnal Ilmiah Fakultas Teknik Universitas Lampung JPM (Jurnal Pengabdian Masyarakat) Ruwa Jurai Nemui Nyimah RESWARA: Jurnal Riset Ilmu Teknik Jurnal Teknik Sipil
Endro Prasetyo Wahono
Department Of Civil Engineering, Faculty Of Engineering, Universitas Lampung
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Analisis Model Teoritis Rembesan Pada Bendungan (Studi Kasus Bendungan Margatiga Lampung) Setia Prayitno; Andius Dasa Putra; Endro P. Wahono
REKAYASA: Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol. 29 No. 2 (2025): Agustus 2025
Publisher : Jurusan Teknik Sipil Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/rekrjits.v29i2.16

Abstract

Secara umum teori – teori masalah rembesan/seepage yang kita hadapi di lapangan dipecahkan dengan memakai cara-cara teoritis yang tepat tetapi untuk soal-soal dua dimensi dan keadaan tanah yang homogen/seragam kita dapat memperoleh pemecahan yang cukup tepat dengan memakai hand sketching/flownet atau juga garis freatik dan cara empiris seperti penggunaan metode line/creep line Penelitian ini menganalisa angka aman seepage/piping berapa besar debit rembesan yang terjadi pada tubuh bendungan urugan dan juga pada pondasi bendungan spillway karena debit rembesan yang terjadi diijinkan 1% dari total Q sungainya. Untuk nilai piping pada pondasi bendungan urugan saat Muka Air Normal(MAN) tanpa cut off nilainya 1,88 < 4 dan saat Muka Air Banjir(MAB) nilainya 2,58 < 4 belum aman terhadap bahaya piping namun saat Muka Air Normal(MAN) dengan cut off nilainya 2,97 < 4 dan saat Muka Air Banjir(MAB) dengan cut off nilainya 4,08 > 4 Aman terhadap bahaya piping. Untuk nilai piping pada pondasi spillway saat Muka Air Normal(MAN) tanpa cut off nilainya 1,79 < 4 dan saat Muka Air Banjir(MAB) dengan cut off nilainya 2,47 < 4 belum aman terhadap bahaya piping namun saat Muka Air Normal(MAN) dengan cut off nilainya 2,97 < 4 dan saat Muka Air Banjir(MAB) dengan cut off nilainya 4,06 > 4 Aman terhadap bahaya piping
SIMULASI WADUK MARGATIGA DI KABUPATEN LAMPUNG TIMUR Triyanto Triyanto; Endro Prasetyo Wahono; Dyah Indriana Kusumastuti
REKAYASA: Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol. 24 No. 3 (2020)
Publisher : Jurusan Teknik Sipil Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/rekrjits.v24i3.43

Abstract

Tujuan penelitian ini adalah melakukan simulasi waduk Margatiga di Kabupaten Lampug Timur dengan adanya inflow dan outflow selama periode tiap pertengahan bulan dalam setahun dalam rangka melihat keandalan waduk Margatiga tersebut. Dalam penelitian ini dilakukan analisis inflow, outflow dan water balance dari data nyata pengamatan terukur. Analisis inflow menggunakan data limpasan debit Bendung Argoguruh periode tahun 2002 – 2019 dan analisis debit DAS Waduk Margatiga dari data PDA 124 di Desa Negri Jumanten periode tahun 2002 – 2009. Analisis outflow meliputi evaporasi, kebutuhan air irigasi di jaringan irigasi Jabung, pemeliharaan lingkungan hilir dan penyediaan air baku potensial. Analisis water balance digunakan untuk mengetahui volume tampungan waduk akibat inflow dan outflow. Selanjutnya dilakukan simulasi waduk dengan tiga skenario. Simulasi 1 untuk mengaliri kebutuhan irigasi di intake kiri Bendung Jabung (sawah) 5.638 ha, simulasi 2 untuk mengaliri kebutuhan intake kanan bendung Jabung (sawah) 10.959 ha dan Simulasi 3 untuk mengaliri kebutuhan irigasi kiri dan kanan ditambah menyedia-kan air baku 0,8 m3/detik. Hasil penelitian menunjukkan bahwa inflow waduk yaitu limpasan bendung Argoguruh dan debit terukur DAS waduk mempunyai pola yang sama dalam periode setahun. Hasil perhitungan outflow menunjukkan grafik ketiga skenario mempunyai pola yang sama dalam periode setahun. Selain itu, hasil keandalan simulasi 1 adalah 100 %, simulasi 2 adalah 85,0 % dan simulasi 3 adalah 70,8%.
Kajian Kinerja Dan Keberlanjutan Spam Perdesaan Di Lampung Selatan Yeddy Andriansyah; Endro P. Wahono; Ahmad Zakaria
REKAYASA: Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol. 28 No. 1 (2024): April 2024
Publisher : Jurusan Teknik Sipil Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/rekrjits.v28i1.45

Abstract

Kinerja dan keberlanjutan Sistem Penyediaan Air Minum (SPAM) merupakan faktor yang sangat menunjang kepada keberlangsungan atau kontinuitas penyediaan air minum pada sarana yang telah dibangun dari bantuan pemerintah. Pengukuran kinerja dan keberlanjutan pada suatu sarana SPAM menjadi komponen evaluasi terukur yang harus dilakukan oleh lembaga pengelola atau pihak lainnya sebagai dasar dari pengambilan keputusan untuk meningkatkan operasional dan pemeliharaan sarana. Penelitian mengenai kinerja dan keberlanjutan SPAM menjadi penting dengan menghitung indikator-indikator yang memberikan suatu klasifikasi pada nilai kinerja dan keberlanjutan SPAM. Pada penelitian ini metode perhitungan Angka Kebutuhan Nyata Operasional dan Pemeliharan (AKNOP) irigasi digunakan untuk melakukan pengukuran kinerja dan keberlanjutan SPAM pada beberapa lokasi penelitian yaitu beberapa desa yang telah mendapatkan Program Penyediaan Air Minum dan Sanitasi Berbasis Masyarakat (PAMSIMAS) di Kabupaten Lampung Selatan Provinsi Lampung dengan jumlah sampel sebanyak 15 desa. Peneliti menempatkan posisi Pakem (Panitia Kemitraan) Program PAMSIMAS Kabupaten Lampung Selatan sebagai pewawancara.
Penanganan rembesan dan perkuatan tanah menggunakan metode insitu test (pressure meter test) studi kasus : proyek Bendungan Margatig Nora Anggraini; Endro Prasetyo Wahono; Dyah Indriana Kusumastuti
REKAYASA: Jurnal Ilmiah Fakultas Teknik Universitas Lampung Vol. 28 No. 3 (2024): Desember 2024
Publisher : Jurusan Teknik Sipil Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/rekrjits.v28i3.116

Abstract

The purpose of this writing is to determine the handling of seepage and soil reinforcement required in the case study of the Margatiga Dam Project, East Lampung. Based on the results of geological investigations, the Margatiga Dam is composed of quarter-old rock layers with a fragment composition in the form of fine sand - gravel, with a hardness level of soft - hard and the need for foundation repairs. Based on the lithological conditions of the Margatiga Dam Extraction Gate foundation and the Spillway building which are composed of relatively deep and quite porous alluvial sand deposits, this causes the curtain grouting results to be ineffective, therefore it is necessary to change the design to control seepage from the Grouting Curtain to the boundary wall. Based on the simulation checks in the Plaxis Software for Seepage and Excavation Staging, processing was carried out using Secant Pile and Soldier Pile with a depth of 30 meters with a stretch of 140 m and overlapping with the left side of the Embankment Curtain Goruting. and the right side 5 m. PMT results in the field show that the maximum stress in the rock layer under the spillway foundation is 0.016 MPa and 0.630 MPa.
Simulasi Waduk Sukaraja III, Kecamatan Margatiga, Kabupaten Lampung Timur Febrian, Febrian; Susilo, Gatot Eko; Wahono, Endro P
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 4 No. 3 (2016): Edisi September 2016
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v4i3.417

Abstract

Sukaraja III’s reservoir is one of reservoir that is usefull to irrigate rice fields in Rawa Sragi II.  To optimize inflow and storage of Sukaraja III’s reservoir, simulation is needed to obtain how many area can be irrigated by optimize the objection function of reservoir.This study was conducted at Sukaraja village, and Negeri Jemanten, Margatiga District, East Lampung Regency. In this study, there’re three analysis, analysis of inflow, analysis of outflow and analysis about water balance. Analysis of inflow use Argoguruh’s weir discharge data 2005-2012. Analysis of inflow include Argoguruh’s weir runoff discharge and discharge of watershed Sukaraja III’s dam. Analysis of inflow include evaporation, maintenance flow, and water needs of the irrigation. Analysis about water balance is used to know how much the volume of reservoir which affected by inflow and outflow. Next, do the simulation to get the maximum area of field with meet two requirements. Reservoir water level should always be above 18 meters and must meet 80% reliability.From the analysis, the result for the largest total inflow in 2005 and the smallest total inflow occurred in 2006. Outflow for each year is different because it is influenced by planting different beginning period, the beginning of January and the beginning of December, and evaporation which caused by total area of reservoir inundation. Fields which can be irrigated with initial period of planting in early January is 4739 ha, and fields which can be irrigated with initial period of planting in early December is 5600 ha. This simulation meets 100% reliability and reservoir water level is always above 18 meters. Key word: simulation, inflow, outflow
Perencanaan Pintu Pelimpah Bendungan Margatiga Kabupaten Lampung Timur Provinsi Lampung Susanti, Lidya; Purwanto, Eddy; Wahono, Endro Prasetyo
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 5 No. 2 (2017): Edisi Juni 2017
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v5i2.667

Abstract

AbstractSpillway has an important role for both operating rules as well as a safety structure, particularly during flood, of a dam. In Margatiga Dam, gated-spillways were designed in order to regulate discharge to downstream mainly for irrigation purpose. The Margatiga Dam, located in East Lampung Regency, is a rock fill type of dam with vertical core, formed from specific clay materials. The dam was designed to supply the Sragi’s irrigation area mostly located in East Lampung Regency, which has more than 80% of its citizen are farmers. The main objective of this research is to design gate leaf structure of the spillway, in the form of skin plates and beams that fulfill safety requirement of the structure. Design was performed for two conditions, which are during normal water level, and during the flood conditions. Based on those two conditions, the most extreme forces was selected as the basis of the structural design. The loads, which are used for design, consist of hydrostatic pressure, sediment pressure, dynamic pressure during the earthquake, and the hydrodynamic pressure. This research provide dimension of the gate leaf of the concerned spillway. Thickness of the steel plates is 13 mm, meanwhile the dimension of girder plates are 900x300 mm, 860x100 mm, and 900x150 mm, for the horizontal beams, vertical beams, and the edge of the beams respectively. Thickness of flense and web for all the beams are designed to be 13 mm and 5 mm respectively. Design of the gate provide maximum deflection of the beams for 10.06 mm and maximum deflection of the plates is 5.16 mm, which are considered to fulfill the safety requirement for the conditions during probable maximum discharge (QPMF).Keywords : spillway, gate leaf, QPMF, girder plate
Perencanaan Sistem Pemanenan Air Hujan Skala Rumah Tangga Di Korea Selatan Ha, Park Eun; Susilo, Gatot Eko; Wahono, Endro Prasetyo
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 1 (2018): Edisi Maret 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i1.790

Abstract

South Korea is classified as a water shortage country. The government has been promoting a "comprehensive water conservation step" since 2000, and one of the government's programs is to expand the areas that implement the installation of Rainwater Harvesting. This study intend to analyze rainwater harvesting planning system and calculate the cost that must be invested in making rainwater harvesting system according to South Korean standard. Where the water needs to be fulfilled from this research is for flushing water and washing. In this research, hydrological analysis with rainfall data is located in Jeju city from 2007 until 2016, population water requirement and budget cost plan analysis for rainwater harvesting system. From the analysis, the value of water flushing water and laundry for one family can be fulfilled with optimization ratio of 67.75%. The simulation of this research using two cubic meters water tank. The budget plan for construct a rainwater harvesting system for single house is 862,316 won. Base on the simulation this study also could estimate the cost of electric power for the pump of 1130 won per month, therefor for the payment of water which is 30,378 won - 31,613 won can be saved about 30,000 won with the value of NPV of 17,190 won on month 35. Keywords : Jeju City, Rainfall, Water Requirement, Cost, NPV
ANALISIS GEOTEKNIK DAN DINAMIK STRUKTUR UNTUK PERKUATAN ABUTMEN JEMBATAN WAY PAGAR ALAM YANG LONGSOR Aminudin Syah; Fikri Alami; Ofik Taupik Purwadi; Endro Prasetyo Wahono
Teknosia Vol. 19 No. 02 (2025): Vol. 19 No. 02 (2025): December 2025
Publisher : UNIB Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/teknosia.v19i02.42772

Abstract

The Way Pagar Alam Bridge in Tanggamus Regency experienced failure at one of its widened abutments due to a combination of weak geotechnical conditions, rainfall infiltration, and riverbank erosion. This study aims to assess the structural and geotechnical conditions of the bridge and develop an effective reinforcement design. The methodology includes visual inspection, laboratory testing of soil, structural vibration monitoring, and slope stability analysis using limit equilibrium-based software. Vibration tests indicate that the bridge superstructure remains stiff, with vertical deflection well below the allowable limit. Subsurface investigations revealed the presence of expansive clay with low bearing capacity in shallow layers. Stability analysis shows that a combined reinforcement system—comprising a retaining wall, gabion protection, and mini piles—can enhance the slope safety factor to 1.99 (static) and 1.73 (dynamic), meeting applicable engineering standards. The proposed design is considered effective and applicable for bridge rehabilitation in tropical regions with soft subgrade conditions.
Peningkatan pengetahuan tentang pola makan sehat dalam mengurangi risiko hipertensi di Desa Sungai Langka Dyah Wulan Sumekar Rengganis Wardani; Bayu Anggileo Pramesona; Sutarto Sutarto; Endro Prasetyo Wahono
JOURNAL of Public Health Concerns Vol. 4 No. 6 (2025): JOURNAL of Public Health Concerns
Publisher : Indonesian Public Health-Observer Information Forum (IPHORR) Kerja sama dengan: Unit Penelitian dan Pengabdian Kep Akademi Keperawatan Baitul Hikmah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56922/phc.v4i6.768

Abstract

Background: Hypertension is a condition in which a person experiences an increase in blood pressure above normal, namely systolic blood pressure of 140 mmHg which indicates the phase of blood being pumped by the heart and diastolic phase of 90 mmHg which indicates the phase of blood returning to the heart. Hypertension is influenced by several risk factors that cannot be changed and those that can be changed. Risk factors that can be changed include diet. In Pesawaran Regency, the number of residents aged >55 years, which is an age group at high risk for hypertension, is 14.86%. Purpose: To increase knowledge about healthy eating patterns in reducing the risk of hypertension. Method: The activity was carried out on Saturday, July 15, 2022, which was attended by 20 focus group discussion (FGD) cadres and the community in Sungai Langka Village, Gedong Tataan District. The design of this PKM activity consists of the formation of focus group discussions (FGD), making information media and direct outreach activities to the community. The target of the activity is to provide information and increase knowledge about healthy eating patterns that can prevent hypertension. Results: It was found that before the counseling, the majority of cadres were very poor and adequate in understanding the influence of healthy eating patterns on preventing hypertension, namely 7 (35.0%) respectively, while after the counseling, there was an increase in understanding the influence of healthy eating patterns on preventing hypertension to good as many as 10 (50.0%) and very good 10 (50.0%). The participants were quite enthusiastic in following the counseling activities with interactive discussions and direct questions and answers to get an explanation of the problem of hypertension. Conclusion: Counseling activities (PKM) on healthy eating patterns have a great influence on increasing knowledge about hypertension in the community and the implementation of healthy eating patterns has a positive influence on efforts to reduce the risk of hypertension. Keywords: Counseling; Diet; Hypertension; Risk factors Pendahuluan: Hipertensi adalah keadaan seseorang yang mengalami peningkatan tekanan darah diatas normal yaitu tekanan darah fase sistolik 140 mmHg yang menunjukkan fase darah yang sedang dipompa oleh jantung serta fase diastolik 90 mmHg yang menunjukkan fase darah yang kembali ke jantung. Hipertensi dipengaruhi oleh beberapa faktor risiko yang tidak dapat diubah dan yang dapat diubah. Faktor risiko yang dapat diubah diantaranya adalah pola makan. Di Kabupaten Pesawaran jumlah penduduk yang berusia >55 tahun, yang merupakan golongan usia yang berisiko tinggi untuk menderita hipertensi, sebanyak 14.86%.   Tujuan: Meningkatkan pengetahuan tentang pola makan sehat dalam mengurangi resiko kejadian hipertensi. Metode: Kegiatan dilaksanakan pada hari Sabtu tanggal 15 Juli 2022 yang dihadiri oleh 20 orang kader focus group discussion (FGD) dan masyarakat di Desa Sungai Langka, Kecamatan Gedong Tataan. Rancangan kegiatan PKM ini terdiri dari pembentukan focus group discussion (FGD), pembuatan media informasi dan kegiatan penyuluhan langsung kepada masyarakat. Sasaran kegiatan adalah memberikan informasi dan meningkatkan pengetahuan tentang pola makan sehat yang dapat mencegah hipertensi. Hasil: Mendapatkan bahwa sebelum dilakukan penyuluhan mayoritas kader sangat kurang dan cukup dalam memahami pengaruh pola makan sehat terhadap pencegahan kejadian hipertensi yaitu masing-masing sebanyak 7 (35.0%) sedangkan setelah dilakukan penyuluhan terdapat peningkatan pemahaman pengaruh pola makan sehat terhadap pencegahan kejadian hipertensi menjadi baik sebanyak 10 (50.0%) dan sangat baik 10 (50.0%). Para peserta cukup antusias dalam mengikuti jalannya kegiatan penyuluhan dengan adanya diskusi interaktif dan tanya jawab langsung untuk mendapat penjelasan mengenai permasalahan hipertensi. Simpulan: Kegiatan penyuluhan (PKM) tentang pola makan sehat sangat berpengaruh terhadap peningkatan pengetahuan tentang hipertensi pada masyarakat dan penerapan pola makan sehat memberikan pengaruh positif terhadap upaya dalam mengurangi resiko hipertensi.
Sustainability Analysis of Water Availability in Way Sekampung Dam using Vensim Dynamic Program Sefrinta Sasma Murdiagatma; Endro Prasetyo Wahono; Dyah Indriana Kusumastuti; Ofik Taupik Purwadi; Ahmad Zakaria
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.
Co-Authors Abdul Fattah Maghribie Abdullah Aman Damai Achmad Y T Panuju Achmad Yahya Teguh Panuju Adenan Yusuf Aditya, Robby Firza Agung Satria Kurniawan Agus Setiawan Agustina Iryani, Dewi Agustinus Purna Irawan Ahmad Herison Ahmad Zakaria Ahmad Zakaria Ahmad Zakaria Ahmad Zakaria Ahmad Zakaria Ahmad Zakaria ahmad zakaria Ahmad Zakaria Alami, Fikri Amanda, Tiara Maelta Amini, Rosidah Aminudin Syah Andandaningrum, Della Andika, Ivana Aprili Andius D. Putra Andius Dasa Putra Andius Dasa Putra Anggraini, Witta Putri anggraini, yeshe Angin, Geleng Perangin Anwar Arianti, Tanti Arief Andriansyah Ariska Warganegara Aristiani, Widya Asep Sukohar Ashruri Ashruri, Ashruri Aviati S., Yuniar Ayu Kurniasih Ayu Kurniasih, Ayu Bagus Sapto Mulyatno Bambang Supriono Bayu Anggileo Pramesona Bayu Anggileo Pramesona Budi Setiyawan Christine Wulandari Christine Wulandari Citra Dewi Decci Sandriyana Dermiyati Dewi Agustina Iryani, Dewi Agustina Diah Indriana Kusumastuti dian pratiwi Dian Triyanto didit kuswadi kuswadi Diyan Ahmad Saputra Doni Widyasmoro Dwi Arnanda Putra, Novindio Dwi Joko Winarno Dwi Joko Winarno Dwi Jokowinarno Dyah Indriana Kusumastuti Dyah Indriana Kusumastuti Dyah Indriana Kusumastuti Dyah Wulan Sumekar Dyah Wulan Sumekar Dyah Wulan Sumekar Rengganis Wardani Dyah Wulan Sumekar Rengganis Wardani Dyah Wulan Sumekar Rengganis Wardani Eddy Purwanto Eddy Purwanto Eko Adi Saputra Fahri, Muhammad Yusrizal Faishal Muhammad Hanun Fakhrizal, Achmad Bagus Febrian Febrian Febrian, Febrian Febriyani, Febriyani Fikri Alami Fitria Saftarina Fridayanto, Syahlan Naufal Gatot Eko Susilo Geleng Perangin Angin Gunardi Winarno Gusri Akhyar Ibrahim Ha, Park Eun Hafizah Hafizah Hardito, Joni Hari Kaskoyo Hari Kaskoyo Helmi, Masdar Ika Kustiani Ikhfan Kurniyawan Irwan Sukri Banuwa Irwan Sukri Banuwa Irwan Sukri Banuwa Isneini, Mohd Isneini, Muhammad Ivana Aprili Andika Jalal, Muhammad Agung Wijdan Jhons Fatriyadi Suwandi Jimad, Habibullah Kristianto Usman kuncoro, wahyu hadi Kurniawan, Rizqi Kurniyawan, Ikhfan Kusanti, Nency Dwi Kusumastuti, Diah Indriana Kusumastuti, Dyah I. Lana Izzul Azkia, Lana Izzul Lidya Susanti Lusmeilia Afriani M. Dyan Susila Mahardika, Siti Mariyanto Mariyanto Mariyanto Mariyanto Masdar Helmi Masdar Helmi Maulana Ramadhan Pratama Maulana Yusuf Maulana Yusuf Melly Nugraheni Melya Riniarti Mohd. Isneini Muhamad Angga Wicaksono Muhammad Amin Muhammad Isneini Muhammad Reza Muhammad Reza Fahlefi Muhammad Saipuddin Murhadi Mutia Sasra Olga Pandani Nababan, Otto Lambok Raya Nasution, Miftahul Jannah Nency Dwi Kusanti Niken, Chatarina Noorhidana, Vera Agustriana Nora Anggraini Nora Wilya Ovalia Noviani, Erina Nugraha, Aditya Wisnu Nur Arifaini Nur Efendi Nurhasanah Nurhasanah Ofik Taufik Purwadi Ofik Taufik Purwadi Ofik Taufik Purwadi, Ofik Taufik Ofik Taupik Purwadi Ofik Taupik Purwadi Ofik Taupik Purwadi Opik Taufik Purwadi Pandani, Mutia Sasra Olga Park Eun Ha Persada, Citra phohan lim Purwadi , Ofik Taupik Purwadi, Ofik Taupik Purwadi, Opik Taufik Putri, Septi Malidda Eka Rahmadani, Eria Zundi Rahmi Mulyasari Razki Alfatah Khairu Mahli Rian Alfian Rifki Ananda Saputro Riki Chandra Wijaya Riki Chandra Wijaya Rinawati Rinawati Rinawati Rio Aditomo Mahardika Putra Rizki Pratama Rizky J. Sianturi Rizqi Kurniawan Robby Firza Aditya Rosidah Amini Roslina Samsul Bakri Samsul Bakri Saputra, Eko Adi Saputro, Rifki Ananda Sari, Dwi Meyta Sasongko, Respati Anton Sefrinta Sasma Murdiagatma Sembiring, Silsila Jana Firdasa Septiana Widi Lestari Setia Prayitno Setiajaya, Arif Siti Mahmudah Siti Zulaicha, Annisaa Slamet Budi Yuwono Slamet Budi Yuwono Sri Ratna Sulistiyanti Subuh Tugiono Subuh Tugiono, Subuh Suharmanto Suharmanto Suharni Suharni Suharno Sulistiyanti, Sri R Suprayitno, Meli Suri, Yola Andara Pratami Susianti Susianti Sutarto Sutarto Sutarto Sutarto Sutarto Sutarto Syarifuddin Azis Teguh Endaryanto Tiara Maelta Amanda Tommy Arisandy Trisna Praja, Tondano Triyanto Triyanto Tugiono Tugiyono Vera Agustriana Noorhidana Vera Agustriana Noorhidana wahyu hadi kuncoro Wardani, Dyah Wulan Wicaksono, Muhamad Angga Widya Aristiani Wijaya, Riki Chandra Wulan Sumekar Rengganis Wardani, Dyah Wulan, Anggraini Janar Yeddy Andriansyah Yola Andara Pratami Suri Yuda Romdania Yuda Romdania Zainal Abidin