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All Journal Journal of Engineering and Technological Sciences Jurnal Ilmu Kebencanaan : Program Pascasarjana Unsyiah Jurnal Teknik Sipil Teras Jurnal The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) Jurnal Irigasi JURNAL SAINTIS Jurnal Teknik Sipil dan Teknologi Konstruksi Inersia : Jurnal Teknik Sipil Jurnal Koridor Jurnal Teknik Sumber Daya Air International Journal of Disaster Management Aceh International Journal of Science and Technology Jurnal Teknik Sipil Journal of The Civil Engineering Student

. Azmeri, .

Civil Engineering - Syiah Kuala University

Author-ID : 487113

Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Mechanical Engineering Social Sciences Transportation

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STABILITY ANALYSIS OF EDGE RIVER LAWE LIANG PANGI AT LEUSER SUB-DISTRICT, SOUTHEAST ACEH REGENCY TOWARDS FLASH FLOOD Azmeri Azmeri; Devi Sundary
Inersia: Jurnal Teknik Sipil Vol 5, No 1 (2013)
Publisher : Universitas Bengkulu

Flash flood is a process flow of heavy water and massive load concentrated is accompanied, also rock chunks, soil and logs (debris) from the upstream. Flash flood’s triggered by climatology and geological factors, landslides and natural damming at the upstream. The rising of water discharge flood process occurs suddenly and rapidly. The research in the Lawe Liang Pangi Watershed, Leuser Sub-district, Southeast Aceh Regency. Based on information, there are heavy rains occurred during the 3 days before the flood. Flooding occurred on Friday evening, August 17, 2012 at 22:00. Occured landslide at 15 locations. The most substantial damage is Naga Timbul, Suka Damae, Sepakat, Gaya Sendah, Punce Nali, and Bun-bun Indah villages. Liang Lawe Pangi watershed topography is mountainous, moderate to steep slope. The soil type is a little fine sandy silt loam and dark brown, and the soil type is erosion susceptible. The river bank stability test results for the two sampling locations, the safety factor in extreme conditions (flooding) is smaller (1,34) than the standard value (1,50). The flood conditions (inundation) is not secure against river bank scour. It is certainly more dangerous when taken by flash floods at a large velocity and followed by massive load. Recommendations for prevention and mitigation of flash flood disasters in Leuser Sub-district, the disaster prevention and mitigation in the structural measures that to typical flood prone locations and non-structural measures including vegetation and public education work for the land management.

Disaster Recovery Indicators of Housing Reconstruction: The Story of Post Tsunami Aceh, Indonesia Azmeri Azmeri; Cut Mutiawati; Nafisah Al-Huda; Hilda Mufiaty
International Journal of Disaster Management Vol 1, No 1 (2017): June
Publisher : TDMRC, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (875.173 KB)

The earthquake and tsunami that hit Aceh in December 2004 have come to represent the worst natural disaster in living memory. Post-disaster housing reconstruction was one of the concerns in re-building a better and safer Aceh. The rehabilitation and housing reconstruction works pose an immense challenge because of lack of expertise, resources, and coordination. This research was aimed to evaluate the housing rehabilitation and reconstruction process after one decade. Focus Group Discussion (FGD) was selected as the main data collection technique to achieve comprehensive discussion among all actors involved in the reconstruction process. It was concluded that there are four indicators that poses as strains and support of post-disaster housing rehabilitation and reconstruction process in Aceh. They are (1) housing delivery process, (2) community participation in housing design and supervision, (3) procurement for building materials and skilled labors, and (4) government involvement and policy. Coordination is also a significant factor that was neglected. Suggestions for better future practices are presented, such as ensuring the accuracy of beneficiaries’ data to avoid overlapping; intensifying the role of government at every stage of the reconstruction processes; engaging the community to be actively involved in rehabilitation and reconstruction process.

Evaluation of the Settling Basin of Keumala Weir, Krueng Baro River, Aceh, Indonesia Azmeri Azmeri; Henny Herawati; Nur Aisya Amalia; Faris Zahran Jemi
Aceh International Journal of Science and Technology Vol 8, No 2 (2019): August 2019
Publisher : Graduate Program of Syiah Kuala University

Krueng Baro Irrigation network is a strategic technical irrigation area in Pidie, Aceh, Indonesia. The primary water source is the Krueng Baro River flow using the infrastructure of Keumala Weir in which sedimentation is currently a significant problem in its operations. To prevent the sediment from entering the irrigation channel is to settle it in the settling basin. However, the primary irrigation channel with the stone masonry walls kept experiencing high sedimentation. Therefore, this study aimed to evaluate the performance of the Keumala Weir settling basin including its capacity and efficiency. This study used a survey method for data collection and an evaluation method following the current guidelines for data analysis. The sediment sampling was conducted in the settling basin and the primary channel. The flushing was currently carried out for seven days. However, the settling basin capacity of 2,436.75 m3 did not meet the flushing requirements. Thus, the flushing should be performed daily for a volume of 1,859.43 m3 to fulfill the condition, so that the capacity of the settling basin was controlled. The efficiency of sediment settling was 75%, and the effect of water turbulence was in a safe condition, that the sediment settled in a settling basin would not be eroded when it is empty or full. For the flushing efficiency, the shear stress was 15,538 N/m2 that can rinse less than 16 mm particles. Based on this evaluation, it can be concluded that the sediments in the primary channel were from the settling basin. It is suggested to limit the speed in the regulating building to approximately 1.5 m/s to reduce the sediments entering the primary channel. It also requires accuracy in the operation of the primary channel intake.

Assessing The Influence Of Pandrah Irrigation System Performance Indicators Using Structural Equation Modeling Azmeri Azmeri; Winardi Winardi; Faris Zahran Jemi
Aceh International Journal of Science and Technology Vol 9, No 3 (2020): December 2020
Publisher : Graduate Program of Syiah Kuala University

Pandrah Weir, built-in 1987, serves the Pandrah Technical Irrigation Area in Bireuen District, Aceh Province, with an area of 1.203 Ha. Its old infrastructure has experienced various damage that can decrease the irrigation system performance. The Pandrah irrigation system's previous performance assessment by both the MASSCOTE approach and Rapid Appraisal Procedure (RAP) evaluation suggested a service level of 3.05 (useful classification). This study assessed the effect of the variables on the Pandrah irrigation system's performance with Structural Equation Modeling (SEM) operated by the AMOS program. The four leading indicators were irrigation service, Water User Farmers Association (P3A), operator Human Resources (H.R.), and irrigation operation modernization. The refinement of irrigation system performance analysis using SEM showed that results of the four irrigation system performance indicators, namely: 0.082 (p=0.768), 0.090 (p=0.273), 0.419 (p=0.287), and 0.606 (p=0.039) for irrigation service, P3A indicator, irrigation operation modernization, and H.R. respectively. Based on the evaluation of the four indicators of irrigation system performance, it is concluded that the Pandrah irrigation system's performance is good. This performance assessment provides a clear picture of irrigation water services, H.R., P3A being an initial assessment for priorities, planning, and scheduling to start modernization programs for irrigation system operations. Irrigation modernization aims to facilitate the operation and maintenance by improving the irrigation system. This modernization means that irrigation planning, irrigation operation, maintenance, and monitoring systems have been carefully calculated before proposing a new irrigation network. The success of monitoring activities requires the use of information technology.

Hydrological Response Unit Analysis Using AVSWAT 2000 for Keuliling Reservoir Watershed, Aceh Province, Indonesia . Azmeri; Alfian Yulianur; Maimun Rizalihadi; Shafur Bachtiar
Aceh International Journal of Science and Technology Vol 4, No 1 (2015): April 2015
Publisher : Graduate Program of Syiah Kuala University

Sediments deposition derived from the erosion in upstream areas can lead to river siltation or canals downstream irrigation. According to the complexity of erosion problem at Keuliling reservoir, it is essential that topography, hydrology, soil type and land use to be analyzed comprehensively. Software used to analyze is AVSWAT 2000 (Arc View Soil and Water Assessment Tools-2000), one of the additional tool of ArcView program. The results obtained are the watershed delineation map, soil type map to produce soil erodibility factor (K) which indicates the resistance of soil particles toward exfoliation, land use map to produce crop management factor (C) and soil conservation and its management factors (P). Hydrology analysis includes soil type, land use and utility for the erosion rate analysis through Hydrologic Response Unit (HRU). The biggest HRU value of sub-basin is on area 5 and the lowest one is on area 10. All four HRU in sub-basin area 5 are potentially donating high value for HRU. In short, this area has the longest slope length so that it has a large LS factor. About 50% of the land was covered by bushes which gain higher C factor rather than forest. Moreover, it has contour crop conservation technique with 9-20 % declivity resulting in having dominant factor of P. Soil type is dominated by Meucampli Formation which has soil erodibility factor with high level of vulnerable toward the rainfall kinetic energy. All in all, the vast majority of HRU parameters in this sub-basin area obtain the highest HRU value. Hydrology analysis, soil type, and use-land are useful for land area analysis that is susceptible to erosion which was identified through Hydrologic Response Unit (HRU) using GIS. As the matter of fact, spatially studies constructed with GIS can facilitate the agency to determine critical areas which are needed to be aware or fully rehabilitated.

Determination of the Cascade Reservoir Operation for Optimal Firm-Energy Using Genetic Algorithms Azmeri -; Iwan K; Hadihardaja -; Sri Legowo
Aceh International Journal of Science and Technology Vol 2, No 2 (2013): August 2013
Publisher : Graduate Program of Syiah Kuala University

Abstract - Indonesia today face a new paradigm in water management where aim to apply integrated water resources management has become unavoidable task in purpose of achieving greater level of effectiveness and efficiency. On of most interesting case study is the case of Citarum river, one of the most potential river for water supply in West Java, Indonesia. Alongside the river, Saguling, Cirata and Djuanda Reservoirs had been constructed in series/cascade. Saguling and Cirata reservoirs are particularly operated for hydroelectric power and Djuanda is multipurpose reservoir mainly operated for irrigation and contribute domestic water supply for Jakarta (capital city of Indonesia). Basically all reservoirs are relying on same resources, therefore this condition has considered addressing management and operational problem. Therefore, an approach toward new management and operation system are urgently required in order to achieve the effective and efficient output and to avoid conflicts of water used. This study aims to obtain energy production from Citarum Cascade Reservoir System using Genetic Algorithms optimization with the objective function to maximize firm-energy. Firm-energy is the minimum energy requirements must be available in a certain time period. Then, the result obtained by using the energy produced by GA is compared to the conventional searching technique of Non-Linier Programming (NLP). The GA derived operating curves reveal the higher energy and firm-energy than NLP model. Keywords: Genetic Algorithms, Citarum Cascade Reservoir, Firm-Energy, Electrical Energy

Mapping of Flood Inundation and Eco-hydraulic Analyses to Minimize Food Discharge in Tributaries Ziana Ziana; Azmeri Azmeri; Alfiansyah Yulianur; Ella Meilianda; Mubarak Mubarak
Aceh International Journal of Science and Technology Vol 12, No 1 (2023): April 2023
Publisher : Graduate Program of Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.13170/aijst.12.1.31120

Eco-hydraulic analyses begin with the arrangement of tributaries. This research aimed to minimize the discharge of flood run-off downstream and map the flood inundation by spatial analysis uses DEMNAS data and mapping of flood inundation areas using ArcGIS. Analysis of return period flood points using HEC-RAS version 5.0.7. The data needed is the cross section of the river, the distance between the sections, the Manning's roughness number, the return period flood discharge and the slope of the river. The integration between topographic maps, watersheds and flood water levels can display areas that are potentially affected by inundation floods, so that the flood inundation limits and flood inundation areas can be calculated. This research examined proper eco-hydraulics design so that it could reduce discharge, identify locations prone to flooding, and describe the magnitude of the flood impact quantitatively. The results eco-hydraulic method obtained the design border width of 100 m, the condition before the existing river border arrangement was carried out, the inundation height was 0.30 – 1.13 m and after the river border arrangement the discharge could be reduced to 113.09 – 209 m3/s and the inundation height is 0 – 0.31 m. Based on the research results, it is known that border arrangement can provide benefits for flood control measures.

ANALISIS PENYEBAB KETERLAMBATAN PELAKSANAAN PROYEK DITINJAU DARI WAKTU PELAKSANAAN DI PROVINSI ACEH Muhammad Sulaiman; Munirwansyah Munirwansyah; Azmeri Azmeri
JURNAL TEKNIK SIPIL Vol 1, No 2 (2017): Volume 1 Special Issue, Nomor 2, Desember 2017
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract: Construction of construction projects throughout the region continues to be developed for the creation of facilities that can be utilized by the community. If you look at the current phenomenon, there are many construction projects in various areas experiencing problems, namely the occurrence of delays in the construction process of construction projects. Project delays occur almost every year and this results in substantial losses for service users and service providers both financially and in time. The research method using qualitative quantitative descriptive technique, while the sample of research by using purposive sampling is a determination technique with considerations that meet the criteria that understand about construction techniques and understand the problems that occur. The research instrument is a closed questionnaire with the processing of each respondent's answer using Likert scale. Data processing uses reliability analysis, validity and frequency index analysis. The results of this analysis is known to cause delay in implementation of each project is the aspect of the delay of the 1st auction with the value of the index frequency of 0.95, the time aspect of the implementation of the rank 2 of the 0.91 index frequency, and the implementation aspect of the late 3 ranking of the index frequency value 0.90. The study of the causes of the delay in the implementation of this project is suggested to the parties involved in the construction in order to be more concerned about the factors that may affect the implementation of project work so that things that are not expected such as delay in project implementation can control the project delays effectively and efficiently.Abstrak: Pembangunan proyek konstruksi di seluruh daerah terus dikembangkan agar terciptanya fasilitas-fasilitas yang dapat dimanfaatkan oleh masyarakat. Jika dilihat fenomena yang terjadi saat ini, masih banyak proyek konstruksi di berbagai daerah mengalami permasalahan, yaitu terjadinya keterlambatan dalam proses pembangunan proyek konstruksi. Keterlambatan proyek hampir terjadi setiap tahun dan ini mengakibatkan kerugian yang besar bagi pengguna jasa dan penyedia jasa baik dari segi finansial maupun waktu. Metode penelitian menggunakan teknik deskriptif kuantitatif kualitatif, sedangkan sampel penelitian dengan menggunakan purposive sampling yaitu teknik penentuan dengan pertimbangan yang memenuhi kriteria-kriteria yang mengerti tentang teknik konstruksi dan paham dengan permasalahan yang terjadi. Instrumen penelitian berupa kuesioner yang bersifat tertutup dengan pengolahan setiap jawaban responden menggunakan skala likert. Pengolahan data menggunakan analisis reliabilitas, validitas dan analisis frequency index. Hasil analisis ini diketahui penyebab keterlambatan pelaksanaan proyek masing-masing adalah aspek terlambatnya lelang rangking 1 dengan nilai frekuensi indek 0,95, aspek waktu pelaksanaan rangking 2 nilai frekunsi indek 0,91, dan aspek pelaksanaan terlambat rangking 3 nilai frekunsi indek 0,90. Kajian penyebab keterlambatan pelaksanaan proyek ini disarankan kepada pihak-pihak yang terlibat dalam konstruksi agar dapat lebih memperhatikan lagi faktor-faktor yang dapat berpengaruh dalam pelaksanaan pekerjaan proyek agar hal-hal yang tidak diharapkan seperti keterlambatan pelaksanaan proyek dapat mengendalikan keterlambatan proyek secara efektif dan efisien.

PREDIKSI LOKASI RAWAN PEMBENDUNGAN ALAMI PADA DAERAH ALIRAN SUNGAI SEBAGAI MITIGASI BENCANA BANJIR BANDANG (DAS KRUENG TEUNGKU-KECAMATAN SEULIMUM-ACEH BESAR-PROVINSI ACEH) Dirwan Dirwan; Azmeri Azmeri; Amir Fauzi
JURNAL TEKNIK SIPIL Vol 3, No 1 (2013): Jurnal Teknik Sipil Volume 3, Nomor 1, September 2013
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Flash floods have repeatedly occurred in Aceh province and happened at Seulimum Aceh Besar district on January 2, 2013. The flash floods flows to Krueng Raya and crashing Beureuneut village. Flash floods caused 90 % of the 90 houses in the village were submerged with a height varying between 1-3 meters. It is the repeat disaster. In 1980 a similar disaster has also resulted in a loss of community life. But until now there hasn’t been the availability of early warning systems particularly describing the the upstream of sub-watershed Krueng Tengku. Therefore this study aimed to evaluate volume of the natural damming. The results obtained is based on surface geological conditions in the upstream and downstream of the sub-watershed map of Krueng Tengku (SIMDAS KEMENHUT, 2012) and clarified through the maps of Google Earth Pro, field surveys, reflecting there are 2 (two) the natural dammings potential flooding flash if the collapse of a natural dam. Based on the soilcondition, land slope, land cover, then the condition that there is potential for containment dam collapse. Extensive analysis of the volume and surface damming through maps withdifference elevation of 1 meters+202 m to +210 m MSL. The maximum volume of natural damming 29.175.347,31 m3 and area of 3.160.747,69 m2(location I). Extensive analysis of the volume and surface damming through maps withdifference elevation of 2 meters+114 m to +122 m MSL. The maximum volume of natural damming 909,841.19 m3 and area of 282,048.36 m2(location II). Extensive damming of providing a very high hazard potential in the event of a dam collapse

PENGARUH KUALITAS PELAYANAN TERHADAP KEPUASAN PELANGGAN PADA PERUSAHAAN DAERAH AIR MINUM (PDAM) TIRTA MON PASE KABUPATEN ACEH UTARA Herri Affandi; Muhammad Zaki; Azmeri Azmeri
JURNAL TEKNIK SIPIL Vol 6, No 3 (2017): Volume 6, Nomor 3, Mei 2017
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract: This study aims to analyze service quality factors that most influence on customer satisfaction, analyzing the impact of service quality on customer satisfaction partially and simultaneously, and to analyze the relationship between service quality to customer satisfaction at PDAM Tirta Mon Pase partially. This research was conducted by a questionnaire survey on customers active and non-active from the taps located on the IPA Geudong, WTP Deep Well, WTP Cot Girek, WTP Ocean, WTP Krueng Pase, WTP Glee Trade, WTP Lhoksukon 1, WTP Lhoksukon 2, and WTP Sawang 2. The results showed that service quality factors that most influence on customer satisfaction PDAM Tirta Mon Pase is showing seriousness, with a regression coefficient of 0.154. Factors partially quality of service that has an influence on customer satisfaction PDAM Tirta Mon Pase is a factor trustworthy, responsive factors, and factors indicate the seriousness with tcount ttable and sig. 0.05. Service quality factors simultaneously all have an influence on customer satisfaction PDAM Tirta Mon Pase with a value of Fcount Ftable and sig. 0.05 is 166.677 2.26 and 0.000 0.05. The relationship between service quality to customer satisfaction PDAM Tirta Mon Pase for service factors are real, trustworthy factors, and factors may ensure having high relationship partially with Pearson correlation coefficient values between 0.600 to 0.799, while the factor responsive and demonstrates its seriousness factor has very high correlation partially with Pearson correlation coefficient values between 0.800 to 1.000. Abstrak: Penelitian ini bertujuan untuk menganalisis faktor kualitas pelayanan yang paling berpengaruh terhadap kepuasan pelanggan, menganalisis pengaruh kualitas pelayanan terhadap kepuasan pelanggan secara parsial dan secara simultan, serta menganalisis hubungan antara kualitas pelayanan terhadap kepuasan pelanggan pada PDAM Tirta Mon Pase secara parsial. Penelitian ini dilakukan dengan survei kuesioner pada pelanggan aktif dan non aktif dari PDAM yang bertempat pada IPA Geudong, IPA Sumur Dalam, IPA Cot Girek, IPA Samudera, IPA Krueng Pase, IPA Glee Dagang, IPA Lhoksukon 1, IPA Lhoksukon 2, dan IPA Sawang 2. Hasil penelitian menunjukkan bahwa faktor kualitas pelayanan yang paling berpengaruh terhadap kepuasan pelanggan PDAM Tirta Mon Pase adalah menunjukkan kesungguhan, dengan nilai koefisien regresi sebesar 0,154. Faktor-faktor kualitas pelayanan secara parsial yang mempunyai pengaruh terhadap kepuasan pelanggan PDAM Tirta Mon Pase adalah faktor dapat dipercaya, faktor bersikap tanggap, dan faktor menunjukkan kesungguhan dengan nilai thitung ttabel dan sig. 0,05. Faktor-faktor kualitas pelayanan secara simultan semuanya mempunyai pengaruh terhadap kepuasan pelanggan PDAM Tirta Mon Pase dengan nilai Fhitung Ftabel dan sig. 0,05 yaitu 166,677 2,26 dan 0,000 0,05. Hubungan antara kualitas pelayanan terhadap kepuasan pelanggan PDAM Tirta Mon Pase untuk faktor pelayanan bersifat nyata, faktor dapat dipercaya, dan faktor dapat menjamin mempunyai hubungan yang tinggi secara parsial dengan nilai koefisien korelasi Pearson antara 0,600-0,799, sementara faktor bersikap tanggap dan faktor menunjukkan kesungguhan mempunyai hubungan yang sangat tinggi secara parsial dengan nilai koefisien korelasi Pearson antara 0,800-1,000.

Co-Authors 'Aini, Qurratul Achmad,A Al-Huda, Nafisah Alfian Yulianur Alfiansyah Yulianur Alfiansyah Yulianur Alfiansyah Yulianur Alfiansyah Yulianur Alfiansyah Yulianur BC Amir Fauzi Amir Fauzi Amir Fauzi Amir Hamzah Isa Aprila, Mellita Ari Herfiansyah Arie Julianda Arif, A.A. Ashfa Achmad Asri Syahrial Bayu Agustian Cut Dwi Refika Cut Mutiawati Cut Mutiawati Darsina, Sri Deva Canubry Devi Sundary Devi Sundary Devi Sundary Dian Safiana Diana Sapha Dianto, Rinal Dirwan Dirwan Dody Resmal Efa Maisara Eko Yulianto Eldiana Fatimah Eldina Fatimah Ella Mailianda Ella Meilianda Enny Irmawati Hasan Erwin Ferdinansyah Erwin, Riza Faris Zahran Jemi Faris Zahran Jemi Fauzi , Muhammad Ferdinansyah, Erwin Geral Midyen Hadihardaja - Haiqal Haiqal Hairul Basri Hasan, Enny Irmawati Henny Herawati Herri Affandi Hilda Mufiaty Ifrayaski Ifrayaski Imam Faudli Indra Satria Irma Yanita Irma Yanita, Irma Irwansyah Irwansyah Isa, Amir Hamzah Isya, M. Ivan Mirza Iwan K Iwan K. Hadihardaja Iwan K. Hadihardaja Iwan Kridasantausa Iwan Kridasantausa, Iwan Listia, Vina M. Isya Machdar,I Maimun Rizalihadi Maimun Rizalihadi Maimun Rizalihadi Maimun Saputra Maimun Saputra Maimun Saputra Maryati Maryati Masimin Masimin Maulidan Mahmud Meylis Safriani Mochammad Afifuddin Mubarak Mubarak Mubarak Mubarak Muhammad Fauzi Muhammad Isya Muhammad Sulaiman Muhammad Zaki Munirwansyah Munirwansyah Munzirwan Habibi Muslem Muslem, Muslem Nafisah Al Huda Nazar, Teuku Mochamad Nazli Ismail Nina Shaskia Nofrizal Nofrizal Nur Aisya Amalia Oktaparizi, Rio Putra, Teuku Devansyah Qurratul Aini Rahmadi . Rahmawati , Tuti Rahmi Nia Ivana Renni Anggraini Reza Kasury, Ahmad Rima Vinanda Rio Oktaparizi Riza Erwin Safrida . Setia Budi Setia Budi Shafur Bachtiar Sofyan M. Saleh Sri Darsina Sri Legowo Sri Legowo Sri Legowo Sri Legowo Sri Legowo Sukma Meutia Sundary, Devi Suriyadi Suriyadi Syahrial, Asri Syamsidik Syamsidik Syamsidik Syamsidik Syamsidik, Syamsidik Teuku Devansyah Putra Teuku Mochamad Nazar Uli Zahrati Uswatun Hasanah Vina Listia Wien Linge Winardi Winardi Winardi Winardi Yafi, Muhammad Yulia Hayati Yusni Eva Cus Endang Zahrah, Nurrul Zamzami Zamzami Ziana Ziana Ziana, Ziana Zubaidah R, Zubaidah Zubaidah Zubaidah

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