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Moh. Sholichin
Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya
Agriculture, Biological Sciences & Forestry Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Earth & Planetary Sciences Education Engineering Immunology & microbiology Materials Science & Nanotechnology Medicine & Pharmacology Neuroscience Physics

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Studi Kelayakan Pembangunan Dermaga Pelabuhan Canti Rajabasa Kabupaten Lampung Selatan Andono, Rizky Harsya; Purwati, Endang; Sholichin, Mohammad
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 1, No 1 (2017)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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Pelabuhan Canti di Kecamatan Rajabasa, Kabupaten Lampung Selatan ini adalah salah satu pelabuhan rakyat yang dimana fungsi pelabuhannya akan ditingkatkan menjadi Pelabuhan Lokal yang berfungsi sebagai Pelabuhan Pengumpan Lokal sesuai dengan RencanabbIndukbPelabuhan Nasional No. KP 414 Tahun 2013 dan Peraturan Daerah KabupatenbLampung Selatan Nomor 15 Tahun 2012 tentang Rencana Tata Ruang Wilayah KabupatenbLampung Selatan 2011-2031, Pelabuhan Canti ditetapkan sebagai Pelabuhan Lokal yang berfungsi sebagai Pelabuhan Pengumpan Lokal. Sebagai Pelabuhan Pengumpan Lokal maka Pelabuhan Canti dari segi pelayanan ialah pelabuhan yang fungsinya melayani kegiatan angkutan laut dalam negeri, bongkar muat angkutan laut dalam negeri dalam jumlah terbatas, dan merupakan pengumpan bagi pelabuhan utama dan pelabuhan pengumpul, dan sebagai tempat asal tujuan penumpang dan/atau barang, serta angkutan penyeberangan dengan jangkauan pelayanan provinsi. Dengan kenaikan fungsionalitas pelabuhan serta kondisi eksisting Pelabuhan Canti yang tidak sesuai dengan keamanan dan keselamatan pelayaran menjadi dasar dari pekerjaan pembangunan proyek Pelabuhan Canti di Kecamatan Rajabasa, Kabupaten Lampung Selatan yang bertujuan untuk dapat memfasilitasi angkutan kebutuhan pokok masyarakat yaitu sandang, pangan dan papan, hasil bumi seperti pertanian, peternakan, perikanan dan layanan jasa pariwisata menuju alur pelayaran yang telah ditentukan.
STUDI PERENCANAAN DISTRIBUSI AIR BERSIH DI KECAMATAN LUMBANG KABUPATEN PASURUAN MENGGUNAKAN PROGRAM WATERGEMS V8I Kurniawan, Dita Cahya; Sholichin, Moh.; Cahya, Evi Nur
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 1, No 2 (2018)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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ABSTRAK : Meningkatnya pertumbuhan penduduk dan pembangunan berbanding lurus dengan kebutuhan air. Dengan bertambahnya jumlah penduduk yang semakin banyak maka bertambah pula tuntutan akan ketersediaan air tersebut. Lumbang merupakan kecamatan yang kekurangan air bersih, hal ini disebabkan jauhnya sumber air dari penduduk. Dari permasalahan tersebut maka perlu adanya pembangunan sarana penunjang distribusi air bersih yang baik agar kebutuhan air bersih di Kecamatan Lumbang terpenuhi. Tujuan dari kajian ini adalah mengetahui kondisi sistem jaringan air bersih eksisting, debit kebutuhan air bersih hingga tahun 2035, memperoleh sistem jaringan air bersih yang memadahi, kondisi hidrolis pada sistem jaringan, Rencana Anggaran Biaya untuk pembangunan sistem jaringan dan hasil analisa ekonominya. Dari kajian ini diketahui bahwa jaringan eksisting tidak dapat digunakan untuk perencanaan sebab berbagai sarana yang kurang memadai maka perlu pembuatan sistem jaringan baru. Besar debit sumber sebesar 85 l/dtk dan kebutuhan air rata-rata tahun 2035 sebesar 33,56 l/d. Simulasi perencanaan jaringan menggunakan program WaterGEMS V8i dan berjalan sesuai dengan rencana. Hal ini dapat dilihat dari kondisi tekanan, kecepatan dan headloss gradient pada jaringan yang sudah sesuai dengan syarat perencanaan jaringan air bersih. Dari segi Rencana Anggaran Biaya, perencanaan ini membutuhkan biaya sebesar Rp 18.962.273.024,01 dan dengan hasil Analisa Ekonomi yang dilakukan didapatkan Benefit Cost Ratio sebesar 1,11 maka dapat dikatakan bahwa proyek ini layak secara ekonomi. Kata Kunci : Air bersih, sistem jaringan, simulasi, rencana anggaran biaya, analisa ekonomi ABSTRACT : Increasing of development and population growth is directly proportional to the water demand. The growing number of population then the demand for water availability is increasing. Lumbang is a district that are lack of clean water, due to the far water source from residents. From these problems, it is necessary to build a supporting facility for better distribution of clean water so that the needs of clean water in Lumbang District can be fulfilled. The purpose of this study is to know the existing condition of clean water network system, knowing the clean water discharge needs until year 2035, get a compact clean water network system, know the hydraulic conditions on the network system, Budget Plan for the construction of network systems and know the results of the economic analysis. From this study is known the excisting network with less complicated can not be used for this planning due to various facilities, so that requires a new network system. The source of discharge amounted to 85 l/s and the average water requirement of 2035 by 33.56 l/s. The network planning simulation uses the WaterGEMS V8i program and runs as planned. This can be seen from the conditions of water pressure, velocities and headloss gradient on the network that is in accordance with the requirements of water network planning. In terms of Budget Plan, this planning costs Rp 18,962,273,024,01 and with the result of Economic Analysis conducted obtained the Benefit Cost Ratio of 1.11 it can be said that the project is economically feasible. Keywords : Clean water, network system, simulation, cost budget plan, economic analysis
STUDI EVALUASI KELAYAKAN SISTEM INSTALASI PENGOLAHAN AIR LIMBAH (IPAL) RUMAH POTONG HEWAN (RPH) GADANG KABUPATEN MALANG yuriski, ryan isra'; haribowo, riyanto; sholichin, moh.
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 2, No 1 (2018)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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ABSTRAK: Total limbah yang dihasilkan peternakan dan proses penguraian menjadi faktor dalam kelayakan sistem IPAL. Lokasi studi di Rumah Potong Hewan Gadang, Malang. dengan melihat kandungan BOD, COD, TSS, Minyak&Lemak, NH3-N serta pH pada IPAL serta mengevaluasi kelayakan eksisting IPAL dan prosesnya. Kemudian dibandingkan dengan baku mutu air limbah dalam PermenLH No.02 Tahun 2006. Hasil proyeksi debit 10 tahun kedepan dengan memprediksi efektifitas daya tampung IPAL. Debit yang dihasilkan pada proses pemotongan tersebut sekitar ±158,014 m3/hari dengan jumlah per sapi sekitar 4,515 m3/ekor/hari sebanyak ±35ekor/hari tahun 2017. Setelah pengolahan IPAL, limbah cair menuju sungai yang berada ±200m dari lokasi RPH. Hasil tersebut sebagai acuan untuk 2018-2027, Debit tersebut melebihi batas maksimum dalam Baku Mutu limbah sapi yaitu 1,5 m3/ekor/hari. Pada IPAL terdapat dua parameter diambang batas yaitu Minyak&Lemak dan COD disebabkan parameter yang masih belum terurai. Pada bak pengendap tidak ada alat atau desain guna  mengurangi kadar parameter dan tidak efektifnya bak pemisah lemak. Untuk mengoptimalkan proses pengolahan, kondisi eksisting perlu dilakukan perbaikan atau perluasan pada bak minyak dan lemak agar kinerja bak selanjutnya bekerja maksimal dan mengalihfungsikan bak disinfektan dikarenakan ada bak biofilter yang fungsinya lebih efisien dan tampungan lebih luas.   Kata kunci: Pengolahan IPAL,Pemotongan Hewan,Evaluasi Kelayakan IPAL, Efisiensi Sistem IPALABSTRACT: The total waste generated by the farm and the decomposition process is a factor in the feasibility of the WWTP system. Study locations at Gadang Animal House, Malang. by looking at the content of BOD, COD, TSS, Oil & Fat, NH3-N as well as pH at WWTP as well as evaluating the feasibility of existing WWTP and its process. Then compared with the quality standard of waste water in PermenLH No.02 Year 2006. The result of debit projection 10 years ahead by predicting the effectiveness of the capacity of WWTP. The discharges produced at the cutting process are approximately ± 158,014 m3 / day with the number of cows per 4.515 m3 / head / day as much as ± 35k / d in 2017. After the processing of WWTP, the wastewater into the river is ± 200m from the RPH location. The result is as a reference for 2018-2027, the Debit exceeds the maximum limit in Cash Waste Quality Standard which is 1.5 m3 / head / day. In the IPAL there are two parameters at the boundary that is Oil & Fat and COD due to parameters that still have not decompose. In a sedimentary tub there is no tool or design to reduce the level of parameters and ineffectiveness of the fat separator. To optimize the process of processing, the existing condition needs to be repair or extension on the tub oil and fat for subsequent maximum performance of the tub and disinfectant tube functioning because there is a biofilter tub that function more efficient and wider. Key words: IPAL Processing, Animal Cutting, IPAL Feasibility Evaluation,Efficiency of WWTP                    System  ABSTRACT: The total waste generated by the farm and the decomposition process is a factor in the feasibility of the WWTP system. Study locations at Gadang Animal House, Malang. by looking at the content of BOD, COD, TSS, Oil & Fat, NH3-N as well as pH at WWTP as well as evaluating the feasibility of existing WWTP and its process. Then compared with the quality standard of waste water in PermenLH No.02 Year 2006. The result of debit projection 10 years ahead by predicting the effectiveness of the capacity of WWTP. The discharges produced at the cutting process are approximately ± 158,014 m3 / day with the number of cows per 4.515 m3 / head / day as much as ± 35k / d in 2017. After the processing of WWTP, the wastewater into the river is ± 200m from the RPH location. The result is as a reference for 2018-2027, the Debit exceeds the maximum limit in Cash Waste Quality Standard which is 1.5 m3 / head / day. In the IPAL there are two parameters at the boundary that is Oil & Fat and COD due to parameters that still have not decompose. In a sedimentary tub there is no tool or design to reduce the level of parameters and ineffectiveness of the fat separator. To optimize the process of processing, the existing condition needs to be repair or extension on the tub oil and fat for subsequent maximum performance of the tub and disinfectant tube functioning because there is a biofilter tub that function more efficient and wider.  Key words: IPAL Processing, Animal Cutting, IPAL Feasibility Evaluation,Efficiency of WWTP                     System
Penggunaan Citra Aster Dalam Identifikasi Peruntukan Lahan Pada Sub Das Lesti (Kabupaten Malang) Wibowo, Leo Arbi; Sholichin, Mohammad; Rispiningtati, Rispiningtati; Asmaranto, Runi
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 4, No 1 (2013)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

The indicator impaired balance the hydrologic cycle in watershed was characterized by the number of occurrences of floods, landslides, droughts and pollution of water quality. Lesti sub-watershed was part watershed Brantas contained in the upstream sub-watershed is a priority and having problems against land degradation, erosion and landslides. A lot of effort can be done in order to restore the balance of the hydrological cycle in the watershed so that the quality and quantity of water resources are maintained, one of the efforts that can be done is by way of determination of critical areas which will be used as a reference for determining priority areas for the handling. This effort while increasing productivity, income and socio-economic conditions of the people in the uplands. In determining the criticality of land and conservation directives Lesti sub-watershed, needed some supporting data, one of the most important data is the data of land use. To get land use map in the sub-watershed Lesti, one way that can be used is to perform image interpretation ASTER (Advanced Spaceborne Thermal Emission and Reflection Radiometer) obtained from TERRA satellite. The use of ASTER imagery in the identification of land use is feasible by using sub-system VNIR (Visible and Near-Infrared Radiometer), which has a spatial resolution up to 15 meters above the ground.Key words: Topography map, Watershed, ASTER image, Classification, Land Use Map.
KAJIAN HIDROLOGI DAN PENGGUNAAN LAHAN SEBAGAI INDIKATOR KINERJA DAS PADA DAERAH ALIRAN SUNGAI GARANG Batubara, Mohammad Rahdiansyah; Harisuseno, Donny; Sholichin, Mohammad
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 6, No 2 (2015)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Abstrak: Sungai Garang  pada tahun 1990 pernah meluap sehingga daerah sekitarnya banjir. Banjir biasanya terjadi akibat dari perubahan tata guna lahan dari pertanian/ perkebunan dan hutan menjadi permukiman, dan Pembabatan hutan. Untuk mengetahui kondisi kinerja DAS Garang perlu diidentifikasi perubahan tataguna lahan dan kondisi hidrologi setiap sub DAS yang ada di DAS Garang. Evaluasi penilaian indikator kinerja DAS Garang berdasarkan Kepmenhut No. 52 Kpts-II/2001 yang berkonsep hidrologi dan penggunaan lahan. Peta tataguna lahan yang digunakan tahun 2000, 2005, 2008, 2010 dan RTRW. Analisa ini menggunakan bantuan software AVSWAT 2000. Dalam menentukan prioritas perbaikan Sub DAS yang paling buruk peneliti menggunakan metode Analisis Hierarky Proces (AHP). Kondisi aliran langsung memiliki trend naik pada Bulan Februari sampai Agustus kemudian turun pada bulan September dan naik kembali pada Oktober hingga Januari. Kinerja DAS Garang berdasarkan segi penggunaan lahan dan tata air berdasarkan peta tataguna lahan tahun 2000 diberi penilaian kategori Sedang dengan jumlah skor 2,942. Berdasarkan peta tata guna lahan tahun 2005 diberi penilaian kategori Sedang dengan jumlah skor 3,026. Berdasarkan peta tataguna lahan tahun 2008 diberi penilaian kategori Sedang dengan jumlah skor 2,897. Berdasarkan peta tataguna lahan tahun 2010 diberi penilaian Sedang dengan jumlah skor 2,967. berdasarkan peta RTRW diberi penilaian kategori Agak Baik dengan skor 2,205. Dalam penelitian ini didapatkan kondisi sub DAS yang rusak pada kriteria tataguna lahan dan tata air. Maka dalam menentukan skala prioritas perbaikan sub DAS dilakukan pemilihan berdasarkan metode Analisis Hierarki Proses (AHP). Dari proses AHP disimpulkan bahwa sub DAS 13 yang paling rusak dan harus diprioritaskan dalam perbaikan dan pengelolaan sub DAS pada DAS Garang.Kata kunci : Kinerja DAS, Perubahan Tata Guna lahan, Hidrologi, AVSWAT2000 Abstract: Garang River in 1990 never overflow so that flash floods washed away the surrounding area is so powerful. Floods usually occur as a result of changes in land use from agricultural / plantation and forest to settlements, and Deforestation. So as to determine the condition of the performance of DAS Garang be identified land-use change and hydrological conditions of each sub-watershed in DAS Garang. Evaluation of performance indicators DAS Garang assessment by Ministerial Decree No. 52 Kpts-II / 2001 the concept of hydrology and land use. Land use maps used in 2000, 2005, 2008, 2010 and RTRW. This analysis using statistical software AVSWAT 2000. In determining the priority of improvement worst subzone researchers used a method of analysis Hierarky Proces (AHP). Direct flow conditions have rising trend in February until August and then fell in Semptember and climbed back in October and January. Kienerja DAS Garang based in terms of land use and water management based maps of land use in 2000 was given a moderate rating with a total score of 2,942. Based on the land use maps in 2005 was given a score of assessment was the number 3,026. Based on the land use map of 2008 given the moderate vote with a total score of 2,897. Based on the land use maps in 2010 was given a score of assessment was the number 2,967. based map RTRW given Somewhat better ratings with a score of 2.205. In this study, the condition of the damaged sub watershed on the criteria of land use and water management. Then in determining priority repair sub watershed election based analysis method Hierarchy Process (AHP). Of the AHP process is concluded that sub DAS 13 most damaged and should be prioritized in the repair and management of sub-basins in the watershed Garang.Keywords : DAS performance, Changes in land use, Hydrology. AVSWAT2000
Analisa Kuantitas Dan Kualitas Airtanah Di Kabupaten Mojokerto Pranowo, Harri; Sholichin, Moh.; Montarcih, Lily
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 4, No 2 (2013)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Groundwater is one of the many alternative sources of water that has a large quantity and good quality. In the research area at Mojokerto regency, groundwater utilizing for irrigation but the use is limited, so it doesn’t cause environmental damage. This study aims to determine the quantity and quality of groundwater within the aquifer test, well test, and groundwater chemical test. For the aquifer test, this study use Long Period Test method to determine the type of flow between the steady state flow or unsteady state flow with the characteristics of confined aquifer, for well test in this research use step test method or step drawdown test method to determine the ability of wells production and the water quality test to determine the groundwater chemical characteristics with wilcox diagram and trilinier piper method with Aquachem 2011.1 demo version software. The results on the Mojokerto deep well (SDMJ) with an average depth of 100m - 120m including confined aquifer type, the existing discharge between 1.00 ltr / sec to 14.00 liters / sec, discharge potential between 2.33 ltr / sec to 33.07 liters / sec, optimum discharge between 3.90 ltr / sec to 19.80 liters / sec, for transmissivity values between 132.489 m 2 /day to 2047.140 m 2 /day, for the value of sea water intrusion (R) between 0.0727 meq / liter - 0.26027 meq / liter, on wilcox diagram the quality of water is in the (C2-S1) groups – with classification "Good" for agriculture. From the research result, the average quantity and the quality of groundwater wells pump is very good for agriculture.Keyword : Groundwater quality and quantity, aquifers, wells discharge, groundwater chemical, Aquachem version 2011.1 (demo version).
STUDI PENANGANAN BANJIR SUNGAI BILA KABUPATEN SIDRAP Qadri S, Wahyuddin; Sholichin, Moh.; Sisinggih, Dian
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 7, No 2 (2016)
Publisher : Fakultas Teknik, Universitas Brawijaya

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ABSTRAK: Pengembangan kawasan di DAS Bila untuk pemenuhan berbagai kebutuhan sarana dan prasarana yang semakin meningkat setiap tahun menyebabkan menurunnya kualitas DAS sehingga terjadinya banjir di sekitar Sungai Bila. Metode yang digunakan dalam studi adalah aplikasi AVSWAT 2000 dan HEC-RAS 4.1.0. Berdasarkan hasil simulasi pemodelan AVSWAT 2000 menunjukan terjadi peningkatan debit banjir maksimum tahunan dari debit 1156 m3/detik menjadi 1161 m3/detik. Debit Banjir rencana yang digunakan adalah debit kala ulang 50 tahun dengan menggunakan metode distribusi Log Pearson tipe III. Sistem pengendalian banjir yang diusulkan berdasarkan hasil analisis aplikasi HEC-RAS 4.1.0 adalah normalisasi Sungai Bila dengan lebar rencana dasar sungai 75 m dan 100 m, dan pembuatan tanggul dengan lebar puncak 4,00 m dan tinggi 1,00 m - 3,00 m. Kata Kunci: Pengendalian Banjir, Normalisasi, Tanggul, AVSWAT 2000, HEC-RAS 4.1.0 ABSTRACT: Developing of the area in the Bila watershed for the fulfillment of various facilities and infrastructure needs increase every year causing declining quality of the watershed leads flooding around the Bila River. The method used in the study was AVSWAT 2000 and HEC-RAS 4.1.0. Based on the results of simulation modeling AVSWAT 2000 showed an increase in the annual maximum flood discharge from 1156 m3/s to 1161 m3/s. The flood discharge was 50-year return period using the Log Pearson Type III distribution. The proposed flood control system based on the results of the HEC-RAS 4.1.0 analysis is Bila River normalization, the width of riverbed plan 75 m and 100 m, and the embankment with a crest width of 4,00 m and a height of 1,00 m - 3,00 m. Keywords: Flood control, Normalization, Embankment, AVSWAT 2000, HEC-RAS 4.1.0.
Rencana Penjadwalan Pembagian Air Irigasi Daerah Irigasi Paguyaman Kanan Kabupaten Boalemo Provinsi Gorontalo Nadjamuddin, Dedy Febrianto; Soetopo, Widandi; Sholichin, Moh.
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 5, No 2 (2014)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Water availability is a major problem to be considered in determining cropping patterns in irrigated areas. Considering the importance of irrigation activities, there should be plan an optimal utilization of water in order to get maximum benefit from the existing water supply according to their function. Irrigation area of paguyaman is planned with two doors intercepts. Irrigation Area Paguyaman on right side, is planned to irrigate 4,176 ha of land where still have potential in the irrigated area expansion. Potential expansion of irrigated area is 1500 ha. Paguyaman Irrigation Area is still in the implementation stage of physical construction. The approach used as the basis arrangement for the water distribution is the approach in terms of a balance between the availability of water to the water requirements for crops. Allocating and distribution of water required in an integrated calculation attended by using a Linear Program.Key words: Optimization, Irrigation Area, Linear Program, Solver.
Sifat Kimia Air Tanah Di Wilayah Kelurahan Cemorokandang Kota Malang Siswoyo, Hari; Bisri, M.; Sholichin, Moh.; Yuliani, Emma; Asmaranto, Runi; A., Wahyu Nafier
Jurnal Teknik Pengairan Vol 4, No 1 (2013)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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Abstract

One aspect that must be considered in order processing groundwater is the groundwater chemical characteristics. The purpose of this research is to assess and mapping the chemical characteristics of groundwater. To determine the chemical characteristics of this groundwater using the method of Pipers Trilinier Diagram with the help AquaChem package version 3.6 for Windows and to mapping the chemical characteristics of this groundwater with the help package Surfer 8. Based on the analysis results, it can be stated that the chemical characteristics of groundwater at the study site is generally has a carbonate hardness (secondary alkalinity) more than 50%, with cations bicarbonat type and anions no dominant type.Key Words: chemichal characteristic, groundwater, pipers trilinier diagram.
Analisa Kuantitas Dan Kualitas Airtanah Di Kecamatan Kubu Kabupaten Karangasem Provinsi Bali Wijayanti, Putu Ratih; Sholichin, Moh.; Sisinggih, Dian
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 4, No 2 (2013)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Kubu Subdistrict is located at Karangasem District and belongs to Tejakula Groundwater Basin. It is droughty region with few rainfalls compared to other region. The purpose of this research is to determine the quantity and the quality of groundwater for agriculture. The analysis of groundwater quantity is by applying the pumping test. The pumping test is divided into two stages, which are well test and aquifer test. Result of well test at 7 (seven) production wells is obtaining the optimum discharge ranging from 10.107 liter/second to 18.604 liter/second. Aquifer test analysis involves the first stage is to determine the type of flow from each well that is steady or unsteady flows, and then determine the method that will be used based on the type of flow and type of aquifer. In determining the type of flow is obtained steady flow types for 3 (three) wells and unsteady flow types for 4 (four) wells. Groundwater quality analysis is conducted by Aquachem software version 2011.1 (demo version). Based on the analysis of groundwater quality, groundwater is containing low and medium Sodium and have high and very high salinity.Keywords: quantity, quality, groundwater, wells test, aquifer test, Sodium.
Co-Authors A.A. Ketut Agung Cahyawan W Andono, Rizky Harsya Andre Primantyo H., Andre Primantyo Arif Rahmad Darmawan AS Dwi Saptati Nur Hidayati, AS Dwi Saptati Nur Ayisya Cindy Harifa Bambang Ismuyanto Dedy Febrianto Nadjamuddin, Dedy Febrianto Dian Sisinggih Diana, Eka Wahyu Donny Harisuseno Emma Yuliani Endang Purwati RN Evi Nur Cahya Fahmi Zamroni, Fahmi Ferina, Marisa Ayu Firhand Maulana hari siswoyo Harri Pranowo Indrajayatama, Ridho Satria Ismuyanto , Bambang Kurniawan, Dita Cahya Leo Arbi Wibowo Lily Montarcih Limantara M. Bisri Majid, Haidar Naufal Mohammad Rahdiansyah Batubara, Mohammad Rahdiansyah Nugraha, Aldi Pitojo Tri Juwono Putu Ratih Wijayanti Qadri S, Wahyuddin Rares, Johan Peter Rispiningtati Rispiningtati Riyanto Haribowo Riyanto Haribowo Rohmaningsih, Elin Runi Asmaranto Saptati N. H., A. S. Dwi Sinantrya, Mutiara Susilo, H. Tri Budi Prayogo, Tri Budi Ussy Andawayanti Very Dermawan Wahlul Sodikin Wahyu Nafier A. Widandi Soetopo Yogi Ricardo P Simanjuntak yuriski, ryan isra'