Article Per Year (5 Year)
p-Index From 2021 - 2026
3.947
P-Index
This Author published in this journals
All Journal Jurnal Reka Lingkungan Jurnal Sibermas (Sinergi Pemberdayaan Masyarakat) Jurnal Teknologi Berkelanjutan Composite Journal Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil Jurnal Teknik Sumber Daya Air Jurnal Pendidikan Teknik dan Vokasional Indonesian Journal of Construction Engineering and Sustainable Development Civil Engineering Scientific Journal Jurnal Pengabdian Pada Masyarakat Eldimas
Rawiyah Husnan
Universitas Negeri Gorontalo
Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Mechanical Engineering Medicine & Pharmacology Public Health Social Sciences Transportation Other

Published : 27 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 27 Documents
Search

 1   2   3 
Meningkatkan Ketersediaan Air Masa Pandemi COVID 19 di Kecamatan Anggrek Gorontalo Utara Husnan, Rawiyah; Desei, Frice
Jurnal Sibermas (Sinergi Pemberdayaan Masyarakat) Vol 10, No 1 (2021): Jurnal Sibermas (Sinergi Bersama Masyarakat)
Publisher : Univeristas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/sibermas.v10i1.8481

Abstract

Pelaksanaan kegiatan pengabdian pada masyarakat dalam bentuk Kuliah Kerja Nyata (KKN) – Kampus Merdeka  ini bertujuan untuk membantu masyarakat dan menumbuh kembangkan partisipasi dan kemandirian masyarakat dalam meningkatkan ketersediaan air terutama dimasa pandemi Covid 19. Kegiatan ini dilakukan dalam bentuk Pendampingan Penyediaan Fasilitas untuk meningkatkan ketersediaan air dan upaya-upaya konservasi air untuk mendukung pemenuhan air bersih dalam masa Pandemi Covid 19 serta pelestarian lingkungan di Kecamatan Anggrek Kabupaten Gorontalo Utara. Target yang diharapkan tercapai melalui kegiatan ini adalah meningkatnya ketersediaan air melalui pemanenan air hujan, serta upaya konservasi air melalui pembuatan sumur resapan serta biopori.  Metode yang digunakan dalam pengabdian ini adalah sosialisasi dan pendampingan. Hasil kegiatan ini adalah tersedianya Sistem Pemanenan Air Hujan (PAH) di Desa Iloheluma, Sistem resapan biopori di Desa Tolango serta adanya Sumur Resapan di Desa Tolongio. Disamping itu dengan selesainya kegitan ini diharapkan dapat meningkatkan pemahaman dan pengetahuan masyarakat serta masyarakat termotivasi untuk  melakukan upaya-upaya meningkatkan ketersediaan  dan konservasi air secara mandiri  untuk memenuhi kebutuhan air bersih untuk peningkatan kesehatan masyarakat       pelestarian lingkungan terutama kekestarian sumber daya air di Kecamatan Anggrek Kabupaten Gorontalo Utara.
Edukasi Pencegahan dan Penyalahgunaan Narkoba Bagi Anak dan Remaja di Desa Dumolodo dan Desa Ipilo Kecamatan Gentuma Raya Rawiyah Husnan; Frice L Desei
Jurnal Sibermas (Sinergi Pemberdayaan Masyarakat) Vol 11, No 3 (2022): Jurnal Sibermas (Sinergi Bersama Masyarakat)
Publisher : Univeristas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/sibermas.v11i3.12251

Abstract

In this modern and sophisticated era, drugs have become a problem for many people across the globe. Drugs can spoil our mind, harm our body and soul, and inevitably threaten the future of the community. The use of drug use not only happen to adults but also adolescents and children. Dumolodo and Ipilo are villages located between 12 (twelve) villages in the Gentuma Raya Sub-District. Like other villages, the population of Dumolodo and Ipilo villages is dominated by children and adolescents who are prone to drug abuse (narcotics, alcohol, psychotropics and other addictive substances). In addition, Gentuma Raya Sub-district is a Trans Sulawesi road, of course, it is an area that is prone for narcotics to be spread. The Desa Bersinar (Bersih Narkoba) Community Service Program aims to build cooperation and synergy with the North Gorontalo Government to empower the community in P4GN efforts (Prevention, Eradication, Abuse, and Illicit Trafficking of Drugs)  through the program of "Education on the Prevention of Drug Abuse for Children and Young Generation in Dumolodo and Ipilo Village, Gentuma Raya District, North Gorontalo Regency".  Desa Bersinar Program which was launched in 2020 and has socialized by the North Gorontalo Government, requires community participation. Several activities have been successfully carried out through Desa Bersinar (Bersih Narkoba) Community Service Program such as, Community socialization, forming the of volunteer and intelligence teams, workshops, technical Guidance and mapping the prone area. This program conducted in various social-religious setting which involve community and youth organization to create Desa Bersinar at Dumolodo and Ipilo Village in North Gorontalo RegencyKeywords  :  narkoba,  prevention, children and young generation
OPTIMASI KOEFISIEN PARAMETER HIDROGRAF SATUAN SINTETIK ITB-1 DAN ITB-2 DI SUB DAS BIONGA KAYUBULAN Endrizal Rahman Iyan; Barry Yusuf Labdul; Rawiyah Husnan
Composite Journal Vol. 2 No. 1 (2022): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v2i1.28

Abstract

The reduction of the unit hydrograph from the observed flood hydrograph is an important factor in water construction planning. However, it is difficult to obtain observational flood hydrograph data in the form of AWRL (Automatic Water Level Recorder) and ARR (Automatic Rainfall Recorder) data. Hence, the hydrograph reduction known as synthetic unit hydrograph (SUH) is developed. One of the synthetic hydrographs developed in Indonesia is SUHof ITB-1 and ITB-2. Based on this rationale, this study aimed to analyze the SUH of ITB-1 and ITB-2 in the Bionga Kayubulan sub-watershed. The Straight Line Method was employed to separate the base flow from the run-off in order to obtain a direct run-off hydrograph. In analyzing the effective rain, the study utilized the Φ index equation. Further, the direct run-off and effective rain hydrograph were reduced to the observation unit hydrograph using the Collins method. Additionally, Microsoft Excel-Solver software was used to optimize the SUH of ITB-1 and ITB-2 coefficients on the hydrograph of the observation unit. The hydrograph of the observation unit in the Bionga Kayubulan sub-watershed attained 4.5 hours peak time (Tp) with 2.81 /s peak discharge (Qp). The ITB-1 synthetic hydrograph in the site area attained 5.97 hours peak time (Tp) with 1.96 /s peak discharge (Qp), while the ITB-2 synthetic hydrograph attained 5.97 hours peak time (Tp) with 2.45 /s peak discharge (Qp). The calibration results of ITB-1 synthetic unit hydrograph with changed coefficient parameters showed the time coefficient (Ct) of 0.73, the peak coefficient (Cp) of 1.07, and alpha (α) of 1.60. Further, for the SUH of ITB-2, the results showed a time coefficient (Ct) of 0.73, a peak coefficient (Cp) of 0.96, alpha (α) of 2.50, and beta (β) of 0.95.
PERENCANAAN PEMANENAN AIR HUJAN SEBAGAI ALTERNATIF PENYEDIAAN KEBUTUHAN AIR BERSIH (STUDI KASUS DESA PELEHU KEC. BILATO KAB. GORONTALO) Kamal Purnomo Miu Kamal Purnomo Miu; Rawiyah Husnan; Barry Yusuf Labdul
Composite Journal Vol. 2 No. 1 (2022): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v2i1.29

Abstract

Limited water resources in coastal areas is a problem often encountered, with high rainfall intensity being one of the most potent factors to solve it. Pelehu Village is one of regions located in Gorontalo District, a coastal area that was experiencing said problem. Rain intensity is one of the parameters used in calculating the discharge, in wich a proper analysis method based on Bubaa Drainage Basin at Paguayamn Pantai is necessary. The quality of the rainwater that will be used should also be qualified by the water characteristics based on the quality standards, in wich water samples to test the parameters of Chemistry, Physic, and Bacteriology are required. Rainwater harvesting installation system also requires planning and budget planning; therefore, this research aimed to analyze rainwater potential, water characteristics, and rainwater harvesting installation budget plan in Pelehu Village. The inhabitants’ needs for water were calculated based on the projected population growth from 2021 to 2025. Rainfall intesity was analyzed uaing Normal, Log-Normal, Log Pearson III, and Gumbel distributions, while the method used to analyze the rainfall intensity was Mononobe. The rainfall data were retrieved from Bubaa Drainage Basin at Paguyaman Beach for the last seven years. The tested characteristics of rainwater are mandatory Physical, mandatory Chemical, and Bacteriology parmeters based on the quality standard im Permenkes No. 32 of 2017. Budget plan was calculated based on the planning of rainwater harvesting instalation in Pelehu Village Office. The analysis of population growth from 2021 to 2025 is 833, 853, 874, 895, and 917 people, with 66.624, 68.247, 71.611, 73.355 liters/day of water needs amount. The value of Cv, Cs, and Ck of rainfall intensity analysis result of the statistical parameters were 0,84, 3, and 0,2, respectively; hence, the most compatible distribution pattern was the Log Pearson III. The highest precipitation intensity occured in five minutes for return periods of 100 years, wich was 197,75 mm/h. Water discharge was calculated with the rational method of 0,8420 m3/ sec ≈ 824,027 liters/sec. The rainwater potential in the village is 2966,4975 m3/h ≈ 2.966.498 liters/hour. The rainwater characteristics have met the quality standards for the parameters of Chemistry, Physics, and Bacteriology based of Permenkes No. 32, 2017. The budget plan of rainwater harvesting installation is Rp. 6.219.000 (Six Million Two Hundred Nineteen Thousand Rupiah).
EFECTIVITAS PENERAPAN MEDIA VIDEO PEMBEAJARAN PADA MATA PELAJARAN MEKANIKA TEKNIK Sartika Dewi Usman; Rawiyah Husnan .
Educational Building Jurnal Pendidikan Teknik Bangunan dan Sipil Vol 6, No 2 DES (2020): EDUCATIONAL BUILDING
Publisher : Jurusan Pendidikan Teknik Bangunan Fakultas Teknik Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (490.562 KB) | DOI: 10.24114/ebjptbs.v6i2 DES.22013

Abstract

Media pembelajaran mempunyai peranan yang sangat penting dan diharapkan dapat membantu mempermudah pembelajaran secara efektif dan efisien. Penelitian ini bertujuan untuk mengetahui efektivitas penerapan media video pembelajaran pada mata pelajaran Mekanika Teknik di SMK Negeri 3 Kota Gorontalo. Cakupan kajian meliputi bagaimana pembuatan video pembelajaran yang inovatif dan kreatif. dan efektivitas penerapannya pada Mata Pelajaran Mekanika Teknik. Jenis penelitian yang digunakan adalah penelitian true eksperimental design menggunakan kelompok eksperimen adalah kelas X DPIB 1 dan kelompok control adalah X DPIB 2 yang total jumlahnya adalah 57 siswa. Berdasakan hasil analisis didapatkan kesimpulan bahwa media video pembelajaran yang kreatif dan inovatif pada mata pelajaran Mekanika Teknik sangat membantu efektivitas proses pembelajaran pada mata pelajaran ini. Kata Kunci : Efektivitas, Pembelajaran, Video ABSTRACT Learning media plays a crucial role in meeting the expectation to facilitate learning effectively and efficiently. The research objective was to find out the effectiveness of the use of learning video media in Engineering Mechanics subject at SMK Negeri 3 Kota Gorontalo. The scope of the study encompassed a method to make an innovative and creative learning video along with the effectiveness of its use in Engineering Mechanics subject. The research type was a true experimental design applying experimental group, namely class X DPIB 1, and control group, namely class X DPIB 2, with a total of 57 students. A conclusion was drawn based on the result of the analysis that the creative and innovative learning video media in Engineering Mechanics did assist the effectiveness of the learning process in the subject. Keywords: Effectiveness, Learning,Video
EVALUASI PARAMETER FISIK, KIMIA DAN MIKROBIOLOGI AIR SUMUR BOR SEBAGAI SUMBER AIR BERSIH di KOMPLEKS PERUMAHAN SOLARIA KOTA GORONTALO Marike Mahmud; Rahmawati Womtami; Rawiyah Husnan; Kasmat Saleh
Jurnal Reka Lingkungan Vol 11, No 1 (2023)
Publisher : Institut Teknologi Nasional, Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26760/rekalingkungan.v11i1.25-36

Abstract

Penduduk yang padat diperkotaan menyebabkan masyarakat membeli  perumahan, luas tanah yang kecil, menyebabkan masyarakat memilih sumur bor, sebagai sumber  air bersih masyarakat.  Tujuan penelitian ini adalah untuk mengevaluasi parameter fisik, kimia dan mikrobiologi air sumur bor  sebagai sumber air bersih untuk digunakan oleh masyarakat yang tinggal  di  Perumahan Solaria Kota Gorontalo dan penyebab air dapat tercemar. Pengambilan sampel dilakukan di Perumahan Solaria sebanyak 6 lokasi.  Sumur yang dijadikan sampel adalah sumur bor (Sumur suntik) terdiri dari Blok A,  B, C,  D,  E dan  F. Pengambilan sampel dilakukan  3 kali ulangan. Parameter yang diukur adalah fisik (suhu dan TDS), kimia (besi, mangan, kesadahan ) dan parameter mikrobiologi (E.Coli dan Coliform). Analisis fisik dilakukan secara insitu. Parameter kimia di analisis di LPPT UGM dan  mikrobiologi dilakukan pada Dinas Kesehatan Kabupaten Gorontalo. Kriteria kelayakan air menggunakan PMK 32 Tahun 2017. Hasil penelitian menunjukkan bahwa  parameter  Suhu dan TDS,   kesadahan dan e.coli memenuhi syarat. Parameter Mangan, Besi, Total Coliform tidak memenuhi PMK 32 Tahun 2017. Parameter Mangan dan Besi  tinggi karena kondisi alamiah tanah yang dilalui air. Parameter Total Coliform di atas baku mutu karena kondisi lingkungan disekitar.
Pemberdayaan Masyarakat Pesisir Terhadap Mitigasi Bencana Di Desa Olele Kecamatan Kabila Bone Kabupaten Bone Bolango Rawiyah Husnan; Aryati Alitu; Frice Desei
Jurnal Sibermas (Sinergi Pemberdayaan Masyarakat) Vol 12, No 1 (2023): Jurnal Sibermas (Sinergi Bersama Masyarakat)
Publisher : Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/sibermas.v12i2.17492

Abstract

Desa Olele terletak di pesisir Teluk Tomini yang dikenal dengan Pantai Olele, dengan keindahan bawah laut yang menakjubkan dan merupakan unggulan wisata bahari Provinsi Gorontalo. Berdasarkan kondisi geografis dan geologisnya, pesisir pantai berpotensi mengalami bencana alam antara lain gempa bumi tektonik, tsunami, angin topan/badai, dan tanah longsor, maupun oleh faktor non alam. Oleh karena itu melelaui kegiatan KKN Tematik ini dilaksanakan sosialisasi kepada masyarakat potensi-potensi bencana, pemetaan dan pembuatan jaur evakuasi, pembuatan Peta Rawan Bencana serta sosialisasi dan pelatihan Mitigasi Bencana.Metode yang digunakan adalah metode survey, sosialisasi, dan pendampingan terhadap  masyarakat terkait mitigasi bencana alam di daerah pesisir pantai. Sosialisasi dimaksudkan untuk memberikan pemahaman dan pengertian terhadap jenis-jenis kemungkinan bencana yang terjadi di daerah pesisir dan mitigasi terhadap bencana sesuai dengan jenis bencana yang terjadi menuju Desa Olele sebagai Desa Tangguh Bencana (Destana).Hasil dari kegiatan KKN Tematik ini adalah: 1) Kegiatan ini mendapat apresiasi dari masyarakat Desa Olele, 2) Seluruh program terlaksana dengan baik walaupun ada kegiatan-kegiatan yang bergeser waktu pelaksanaannya, 3) Sosialisasi Desa Tagguh Bencana harus terus-menerus dipantau keberlanjutannya, dan 4) Kerjasama dan koordinasi dengan mitra sangat penting untuk kelancaran pelaksanaan program.
ANALISIS DEBIT ANDALAN SUNGAI MENGGUNAKAN APLIKASI PEMODELAN HIDROLOGI HEC-HMS (Studi Kasus di Sungai Sogitia Kecamatan Bone Kabupaten Bone Bolango) Sallim, Muhammad Riza S.; Husnan, Rawiyah; Labdul, Barry Yusuf
Composite Journal Vol. 4 No. 1 (2024): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v4i1.33

Abstract

Karakteristik penggunaan lahan dan tanah merupakan sifat-sifat fisik DAS yang mempunyai pengaruh dalam menentukan aliran, yang dinyatakan dalam suatu indeks berupa Curve Number (CN). Sungai Sogitia yang terletak di Desa Sogitia, Kecamatan Bone, Kabupaten Bone Bolango, Provinsi Gorontalo memiliki sumber air yang dapat mecukupi kebutuhan air baku di sekitaran Desa Sogitia. DAS Sogitia memiliki luas DAS 15, 39 km², dengan panjang sungai utama 4,69 km. Proses terbentuknya aliran air sungai (debit) sebagai fungsi parameter komponen sistem DAS dan input presipitasi hujan dapat dinalisis melalui suatu teknik pemodelan hidrologi menggunakan Model HEC-HMS. Nilai Curve Number ditentukan dengan melihat peta tata guna lahan dan peta jenis tanah, serta time lag dihitung menggunakan Persamaan Kirpich. Berdasarkan hasil Penelitian kondisi penggunaan lahan di DAS Sogitia didominasi oleh hutan dengan luas 7,73 km², serta jenis tanah yaitu mediteran merah kuning yang termasuk dalam jenis tanah alfisol dengan tekstur lempung pasir berliat. Parameter yang didapat berupa Curve Number (CN = 69,31), Initial abration (Ia = 22,49 mm), dan Time Lag (TL = 9 menit). Hasil dari pemodelan HEC-HMS pada DAS Sogitia tahun 2009 sampai 2019 dengan debit puncak terjadi pada 21 Mei 2014 dengan nilai besaran debit 30,2 m³/s. Perhitungan debit andalan sungai untuk memperoleh nilai debit yang terpenuhi sepanjang waktu dilakukan dengan menggunakan metode flow duration curve (FDC). Keperluan irigasi dibutuhkan probabilitas 80% dengan nilai 1,3 m³/s. Lokasi penelitian tidak terdapat daerah irigasi, sehingga probabilitas 80% tidak digunakan. Untuk keperluan air baku dan industri debit andalan untuk probabilitas 90% yaitu sebesar 1,1 m³/s.
TINJAUAN EFISIENSI SALURAN IRIGASI PADA JARINGAN UTAMA DAERAH IRIGASI LOMAYA Madjid, Muthmainna Abdul; Yusuf, Barry; Husnan, Rawiyah
Composite Journal Vol. 3 No. 2 (2023): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v3i2.45

Abstract

The primary problem in a region with limited water resources is the use of irrigation water and this limited water resource is associated with water volume losses in the irrigation channel, particularly in the primary, secondary, and tertiary channels through evapotranspiration, infiltration, and seepage. Therefore, the irrigation channel reguires effective and efficient management. The objective of this study is to evaluate the efficiency of Lomaya Irrigation Area to denote water use and to maximize the water use for agriculture. This study is conducted by applying field data in the primary channel of Lomaya Irrigation Area and data from the climatology of Bolango Bone Tumbihe Watershed. The data collected are a wet cross-sectional area of channel and flow speed in several vertical points. The average daily evaporation rate and water losses in the primary channel of Lomaya Irrigation Area are determined by employing Penman evaporation method. In addition, the efficiency value is obtained by comparing inflow and outflow debit in the irrigation channel. The result of water losses value analysis in the Lodelombongo irrigation channel due to evaporation is 5,14 m³/sec, and the value is not too influential for the water losses in the channel compared to the water losses due to leakage in the channel. In the meantime, the average efficiency value in the Lodelombongo irrigation channel is 61%, where it is no longer in compliance with the predetermined provision in the irrigation planning criteria. The greatest efficiency value in primary channel BLI-BL2 is 92,42%, whereas the smallest value in the primary channel BL3-BL.BI is 49,35Y%, the greatest efficiency value in secondary channel BL.B3-BL.B4 is 72,64%, whereas the smallest value in the secondary channel BL.BS-BL.B6 is 43,89%. The efficiency value is affected by water volume, which losses on its way where the water losses in the irrigation channel encompass water losses components through evapotranspiration, percolation, seepage, and leakage.
EVALUASI KERAPATAN JARINGAN STASIUN HUJAN DI DAS BOLANGO BONE Laude, Evita Verent; Labdul, Barry Yusuf; Husnan, Rawiyah
Composite Journal Vol. 3 No. 2 (2023): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v3i2.49

Abstract

The location and number of rain stations in a watershed area are the main components in ensuring the availability of rainfall data. Evaluation of the rain station network density is needed to determine the condition of the distribution of rain stations and new rain stations recommendation. The research was conducted in the Bolango Bone watershed with 10 existing rain stations. Rainfall observation data in 7 years (2013-2019). The location and number of rain stations were analyzed using the Kagan-Rodda method based on the standards set by the WMO (World Meteorological Organization) of 100-250 km2/station. The result of the Kagan Method is the optimal number and pattern of placement of rain stations. The evaluation results from 10 stations in the Bolango Bone watershed showed that there were 3 stations, namely Pangi, Pinogu, and Sukamakmur, which did not meet the density of rain stations suggested by WMO. The correlation coefficient for monthly rainfall ranged from 0.4238-0.8351. This correlation value was the average of all rain stations in the Bolango Bone watershed. Based on the results of the Kagan-Rodda analysis, two recommendations were obtained. The first recommendation is to maintain the existing 10 stations with an average error Z1 = 4.12%, interpolation error Z2 = 9.24%, and the distance between stations l = 14.58 km, repositioning the rain stations to each vertex of the Kagan-Rodda triangle. The second recommendation is to add 4 new rain stations without repositioning the existing 10 rain stations with an average error Z1 = 3.45%, interpolation error Z2 = 8.93%, and distance between stations l = 12.32 km.
Co-Authors Aryati Alitu Aryati Alitu Barry Yusuf Labdul Desei, Frice Desei, Frice Desei, Frice Lahmudin Dwi, Dwi Ramadan Eka, Eka Saputri Endrizal Rahman Iyan Frice L. Desei, Frice L. Hulop, Risrianto Husain, Irawaty Indriyani Kaharu, Aan Nurhandiat Kamal Purnomo Miu Kamal Purnomo Miu Karim, Meldiana Kasmat Saleh Nur Komang Arya Utama Laude, Evita Verent Madjid, Muthmainna Abdul Marike Mahmud Nani, Elma Nani, Elma Tiani Nento, Ilyas Rivaldi U. Olii, Rachma Ditha Pandjab, Nabil Raihan Putri, Putri Syaferina Djafar Putri, Wardah Rahmani Kadarningsih RAHMAWATI WOMTAMI Sallim, Muhammad Riza S. Talib, Purwanto Putra A Usman, Sartika Dewi Usu, Zuhriyah Raihanah Yusuf, Barry