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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Sains dan Teknologi Jurnal Mahasiswa Jurusan Teknik Pengairan Jurnal Teknik Pengairan: Journal of Water Resources Engineering Jurnal Penelitian Pendidikan IPA (JPPIPA) Civil Engineering Journal Civil and Environmental Science Journal (CIVENSE) Jurnal Teknologi dan Rekayasa Sumber Daya Air Geosfera Indonesia
Donny Harisuseno
Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya
Agriculture, Biological Sciences & Forestry Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Education Engineering Environmental Science Materials Science & Nanotechnology Physics

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EVALUASI DAN SIMULASI POLA OPERASI WADUK TILONG DI KABUPATEN KUPANG Tampani, Yan P. S.; Soetopo, Widandi; Harisuseno, Donny
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 7, No 1 (2016)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Abstrak : Pembangunan Waduk Tilong bertujuan untuk memenuhi kebutuhan air irigasi dan air baku. Waduk Tilong terletak di Desa Oelmasi, Kecamatan Kupang Tengah, Kabupaten Kupang. Tujuan studi ini untuk mengoptimalkan kebutuhan air irigasi dan air baku. Data-data yang dibutuhkan untuk studi ini adalah data teknis, data lengkung kapasitas waduk, data debit 10 tahun, data kebutuhan air. Simulasi pola operasi waduk adalah simulasi stokastik dengan random search. Hasil evaluasi di waduk Tilong belum ada pola operasi yang baik untuk memenuhi kebutuhan air. simulasi pola operasi waduk Tilong, pada tahun 2005 sampai 2010 terpenuhi 100%, sedangkan tahun 2011 sudah ada periode yang gagal/tidak terpenuhi. Maka pola operasi waduk Tilong dianggap tidak memenuhi kebutuhan sampai akhir rencana usia guna waduk. Pola operasi waduk Tilong 100% menggunakan simulasi stokastik dengan random search, pada tahun 2005 sampai tahun 2016 terpenuhi 100%, tahun 2017 sudah ada periode yang gagal/tidak terpenuhi. Simulasi pola operasi waduk Tilong 80%, hasil yang diperoleh dapat memenuhi kebutuhan air sampai rencana usia waduk Tilong yaitu tahun 2052.Kata Kunci:  Pola Operasi waduk, Simulasi stokastik, random search. Abstract : Tilong reservoir construction aim to irrigation and water supply. Tilong reservoir located in Oelmasi, Kupang District Central Kupang, Kupang. Purpose of this study is to optimize the irrigation and water supply need. The needed data for this study are technical data, reservoir capacity, discharge data of 10 years, water need data. Simulation for reservoir operation rule is stochastic simulation with random search. Results of the evaluation in the Tilong reservoir was not good operation rule to calculate water needs. From the simulation of Tilong reservoir operation rule in 2005 to 2010 were 100%, but failed in 2011. So the rule of Tilong reservoir operation was known that the water storage can not supply all water needs until the end of dam life time. Tilong reservoir operation rule is 100% use stochastic simulations with random search, in 2005 until 2016 are 100%, but failed in 2017. Simulation of Tilong reservoir operation rule  is 80%, the results obtained that Tilong reservoir can supply the water needs until the dam life time design in 2052.Keywords: Reservoir operation rule, stochastic simulations, random search
Analisa Status Mutu Air Dan Daya Tampung Beban Pencemaran Sungai Wanggu Kota Kendari Sahabuddin, Hartina; Harisuseno, Donny; Yuliani, Emma
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 5, No 1 (2014)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

This study aims to determine the water quality in the Wanggu river of the upstream, midstream and downstream . Decrease quality of water in the Wanggu river each year has increased due to changes over the function in using land until occur of water pollution.The study was conducted in April and May 2013, the measurement of water quality in the River Wanggu there are 10 parameters in measuring the temperature , TDS , TSS , pH , BOD , COD , DO , Nitrate , Nitrite and Mn and also uses secondary data . Parameters TDS , TSS , COD and BOD are increasing every year. The status of water quality in the Wanggu river was Determined by using the method of STORET, Wanggu river has been heavily polluted and Pollution Index method had moderately polluted. For the calculation of Pollution Load Capacity in Wanggu river does not have the capacity anymore to increase the BOD parameters required water pollution control strategies. Wanggu river as a potential source of raw water can be used as a clean water source for the future of kendari city residentsKeywords: Water quality,, Methods STORET, Pollution Index Method, Pollution Load Capacity.
Studi Tingkat Kekritisan Lahan Sebagai Dasar Arahan Rehabilitasi Hutan Dan Lahan Das Marisa Di Kabupaten Pohuwato Provinsi Gorontalo Wolok, Estefanus; Suhartanto, Ery; Harisuseno, Donny
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 5, No 1 (2014)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

The forest degradation rate reached 2,83 million ha every year. From the total forest area of 120,5 million ha, about 59 million ha were critical areas. Besides, the critical Watersheds ini Indonesia increased. The watershed conservation efforts had brought motivation to develop the erosion estimation technologies that could assist in solving the erosion rate estimation problems spatially. The study was carried out at Marisa Watershed, Pohuwato Regency of Gorontalo Province. The results showed that the value of erosion rate in Marisa Watershed area was 169,364 ton/ha/year or 14,114 mm/year where the Marisa Watershed total wide was 14.842,5 ha. Whereas the sediment potential was 125,299 ton/year and runoff was 197,779 mm/year. The Erosion Danger Level was 3.654,146 ha (14,71%) hard and 3.353,834 ha (13,50 %) very hard. One of the assumptions why the land erosion rate was very high was because of the misuse of the land and geology condition at Marisa Watershed.To control the erosion rate, focussed to the recommendation of land utilization direction that referred to The Forest - Soil Conservation and Rehabilitation Program (ARHL) and building of 6 check dam. Meanwhile, the land utilization should notice The RTRW and the cooperation between local inhabitant and the government was needed indeed in the soil conservation and land rehabilitation efforts.Key Words: Erosion, Sediment, Run Off, Soil Conservation.
PENGELOLAAN DRAINASE SECARA TERPADU UNTUK PENGENDALIAN GENANGAN DI KAWASAN SIDOKARE KABUPATEN SIDOARJO Guntoro, Dani Eko; Harisuseno, Donny; Cahya, Evi Nur
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 8, No 1 (2017)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

ABSTRAK: Banjir dan genangan di Kabupaten Sidoarjo telah menjadi permasalahan tahunan yang serius. Penelitian ini mengkaji mengenai pengelolaan drainase secara terpadu untuk pengendalian banjir dan genangan di Kawasan Sidokare, dengan pola kombinasi tertentu, yang meliputi desain saluran drainase, kolam tampungan dan pompa. Kawasan Sidokare terbagi menjadi tiga DTA, yaitu DTA Pintu Air Sepande, DTA Rumah Pompa Sidokare dan DTA Pintu Air Jl. Diponegoro. Rumus Mononobe digunakan untuk menghitung intensitas hujan dengan kala ulang tertentu. Curah hujan rancangan dihitung dengan metode Log Pearson Tipe III. Dari hasil analisis, banjir historis di Kawasan Sidokare disebabkan oleh curah hujan kala ulang 1,01 tahun dengan intensitas hujan 17,55 mm/jam. Upaya penanganan melalui pengelolaan drainase secara terpadu pada masing-masing Daerah Tangkapan Air (DTA) di Kawasan Sidokare, dapat mereduksi banjir hingga 100%. Penanganan untuk DTA Pintu Air Sepande meliputi kombinasi saluran drainase eksisting dan kolam tampungan, DTA Rumah Pompa Sidokare menggunakan kombinasi saluran drainase eksisting, kolam tampungan dan pompa banjir eksisting, sedangkan DTA Pintu Air Jl. Diponegoro dilakukan dengan kombinasi saluran drainase eksisting, saluran tersier baru dan pompa banjir baru. Kata kunci: pengelolaan drainase secara terpadu, banjir,  genangan, reduksi banjir. ABSTRACT: Flood and inundation in Sidoarjo Regency had become an annual serious problem. This research has an objective to apply an integrated drainage management to controlling flood and inundation at Sidokare Region, which consists of drainage channel  design, retarding pond, and pump design. Sidokare Region is divided into three catchment area, which is Sepande Sluice catchment area, Sidokare Pump House catchment area and Jl. Diponegoro Sluice catchment area. Mononobe formula was used to analyze rainfall intensity during historical floods with several return periods. Design rainfall was analyzed with Log Pearson Type III method. From the analysis, the historical floods in Sidokare Region caused by rainfall with return period of 1,01 years, showed  the rainfall intensity of 17,55 mm/hour. The implementation of the integrated drainage management at each catchment area of Sidokare Region, can reduce flood up to 100%. The inundation management for Sepande Sluice catchment area comprise with combination of existing drainage channel and a detention pond, Sidokare Pump House catchment area using combination of existing drainage channel, detention pond and the existing flood pump, whereas Jl. Diponegoro Sluice catchment area with a combination of existing drainage channel, a new tertiary channel  and the new flood pump. Keywords: an integrated drainage management, flood, inundation, flood reduce.
Analisis Rasionalisasi Jaringan Pos Hujan Untuk Kalibrasi Hidrograf Pada Das Babak Kabupaten Lombok Tengah Ranesa, Lalu Sigar Canggih; Limantara, Lily Montarcih; Harisuseno, Donny
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 6, No 1 (2015)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Babak watershed is one of the major watersheds in Lombok with ± 259.166 km watershed area. Babak watershed is affected by 6 rainfall stations spread inside and outside the watershed. By using the standard of WMO (World Meteorological Organization) for mountainous area with the range of 100-250 km 2 /station for the tropics, assessment and analysis have been made and shown that two stations which did not fit the WMO standards of rain heading density. For example Keru and Jurang Sate Rainfall station, each of the station has an area of influence ± 60 km 2 . Furthermore, from the assessment and analysis using Kagan-Rodda method, there were two selected stations. While using Kriging method, there were three stations that have been chosen with one new placement inside the Babak watershed. Relative error of design rainfall for Kagan-Rodda method was between 2.36% -18.60% for every return period; whilst for Kriging method was between 7.90% - 13.57%. Hydrograph calibration result of Collins observation unit and Nakayasu synthetic unit rendered in α value of 1.27 for Babak watershed; relative error for Nakayasu design flood of Kagan-Rodda method for every return period was between 0.35% -18.21% while Kriging method was between 8.90% - 13.04%.Key Word : Rainfall stasiun,, Rationalization, WMO, Kagan-Rodda, Kriging, Collins.
Studi Penanganan Konservasi Lahan Di Sub Das Keduang Das Bengawan Solo Kabupaten Wonogiri Rahman, Mahyaya M.; Harisuseno, Donny; Sisinggih, Dian
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 3, No 2 (2012)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

The presence of reservoir Gajah Mungkur (WGM) has the primary function as flood control, irrigation, drinking water suppliers, and producing electricity. But the great flood of 2008 occurred along the Bengawan Solo River flow due to siltation (sedimentation). Studi JICA ascertainable average annual sediment 1993-2004 period of 3.18 million m3. Sediment Keduang largest river erosion is about 33% of the total sedimentation.The determination of the rate of erosion and sediment in the sub-watershed Keduang with Erosion AVSWAT 2000 obtained a total of 172.2379 tons/ha/year. While the total sediment entering the outlet approximately 1,152,435.58 tons/ha/year. In addition, there are forests only 319.17 ha or 0.87% of total sub-watershed. Vegetatif conservation treatment affects the long-term preservation of nature is a perennial plant that productive and economic value of crop Distance, cocoa, cashew, sugar cane, citrus and grass plants. But mechanical conservation measures only temporary sediment controls such as making buildings or Check Dam.Key words: erosion, sedimentation and conservation
PEMODELAN INTENSITAS HUJAN SEBAGAI FUNGSI DARI DURASI HUJAN DAN PROBABILITAS (Studi Kasus: Wilayah DAS Lesti, Malang, Jawa Timur) sugiarti, anggun; Harisuseno, Donny; Yuliani, Emma
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 6, No 2 (2015)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Abstrak: Mengenal dan memformulasi pola hujan bermanfaat dalam upayapengendalian dampak negatif akibat hujan.Intensitashujandanprobabilitashujanadalah variabel penting dalam perencanaan teknis. Penelitianinibertujuanuntukmemperolehsuatu model intensitashujanyangdapatmemprediksiintensitashujan padadurasilaindanprobabilitas secara akurat.Persamaantersebutdibandingkandenganmetode Talbot, Sherman,danIshiguro.Untuk memperkuat hasil pemodelan dilakukan uji verifikasi melalui perbandingan debit dari intensitas hujan pemodelan dengan debit pengamatan di Tawangrejeni. Hasilpersamaanmodelintensitashujantergolongbaikjika dibandingkandenganhasilpengamatan perdurasi.Haliniditunjukkandengannilai koefisien korelasi>0.831dankoefisienNash-Sutcliffe>99.Persamaan akhir pola intensitas hujan hasil pemodelanadalahIt.p=15,92e-0,025p+4,4312e-0,012p.(1/t). Prediksi intensitas hujan (It.p) pada sembarang durasi (t;jam) dan probabilitas hujan (p;%) dapat dilakukan dengan menggunakan persamaan ini.Kata kunci: Pemodelan, IntensitasHujan, Durasi, Probabilitas Abstract: Recognizing and formulating the rainfall intensity are very helpful to control the negative effects of rain. Rainfall intensity and rainfall probability are important for technical planning. This research aims to find a rainfall intensity model which can accurately predicts both of rainfall intensity on other duration and the probability.Further,this formula compared to the rainfall intensity formula based onTalbot, Sherman, and Ishiguromethods.The verification tests through comparison between the discharge of rainfall intensity model and observation discharge in Tawangrejeni were used to affirmthemodel. The result of rainfall intensity model is quite good compared to periodic observationof rainfall intensity.This is indicated by the correlation coefficient (>0.831) and Nash-Sutcliffe coefficient (>99).The final equation of rainfall intensity modelis It.p=15,922e-0,025p+4,4312e-0,012p.(1/t).Rainfall Prediction (It.p) on any duration (t;h) and rainfall probability (p;%)can be done by usingthis equation. Keywords: Modeling, Rainfall intensity, duration, probability
Status Trofik Dan Daya Tampung Beban Pencemaran Waduk Sutami Juantari, Gilang Y.; Sayekti, Rini Wahyu; Harisuseno, Donny
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 4, No 1 (2013)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Sutami reservoir water quality declined due to the high character of organic waste disposal. This degradation is attributed by contamination due to natural erosion and agricultural waste, is also due to the entry of domestic waste (household) and industrial waste in upstream reservoirs Sutami. The addition of organic and inorganic materials in the form of waste into the reservoir in addition to changing the chemical composition of water, also affects the biological properties of these waters.The purpose of this study was to determine the load capacity of pollution that occurred in the reservoir Sutami and trophic status based on the Regulation of the Minister of Environment No. 28 of 2009.The study was conducted in the reservoir Sutami using primary and secondary data. Sampling locations in the central part of the reservoir at a depth of 0.3 m and 5 m and the lower reaches of the reservoir at a depth of 0.3 m and 10 m. Observed variables include levels of P (Phosphorus), water clarity, and Chlorophyll-a is contained in water reservoirs Sutami. Chlorophyll-a and the brightness of the water obtained from the sampling process independently, while the number of secondary data from phosphorus (P) obtained from Perum Jasa Tirta I from January 2010 until May of 2011. The data obtained were analyzed with descriptive statistics showing the average and standard deviation.The results showed that the condition of the water reservoir was contaminated Sutami in moderate to severe, both in the location of reservoirs upstream and downstream reservoirs. Trophic status of reservoirs Sutami is eutrofik to hypertrophic occurs on the downstream and middle reservoirs. Impacts arising from pollution levels that occur in the Sutami reservoir is the potential for algae bloom due to the high amount of phosphorus and chlorophyll-a. Load carrying capacity of the reservoir pollution Sutami for total phosphorus (kg / year) at the upstream location; 39 kg P / year, the middle; 195 kg P / year and downstream; 178.5 kg P / year.Keywords: pollution, trophic status, chlorophyll-a, reservoirs Sutami
PERBANDINGAN HASIL KEKERINGAN MENGGUNAKAN METODE THEORY OF RUN DAN THORNTHWAITE MATHER DI DAS REJOSO KABUPATEN PASURUAN Fitriah, Faizah; Harisuseno, Donny
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 1, No 2 (2018)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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Abstract

ABSTRAK: Kabupaten Pasuruan merupakan salah satu daerah yang setiap tahunnya dilanda oleh kekeringan.  Dilakukan studi lebih lanjut yang bertujuan untuk mengetahui tingkat kekeringan dan sebarannya.  Metode indeks kekeringan yang digunakan adalah Theory of Run dan Thornthwaite Mather.  Analisa kesesuaian hasil indeks kekeringan dilakukan dengan membandingkan pola debit.  Data yang dibutuhkan dalam studi ini adalah data hujan, data debit, peta batas DAS Rejoso, peta stasiun hujan, peta administrasi, peta jenis tanah, dan peta tata guna lahan.  Hasil analisa kekeringan diaplikasikan dengan membuat peta sebaran menggunakan ArcGIS 10.4.  Metode Theory of Run menunjukkan durasi kekeringan terpanjang 13 bulan dan jumlah kekeringan terbesar 867,3 mm.  Metode Thornthwaite Mather menunjukkan indeks kekeringan rerata terbesar adalah 94,55%.  Analisa kesesuaian dengan perbandingan pola debit  menunjukkan Thornthwaite Mather memiliki kesesuaian yang baik untuk digunakan di DAS Rejoso yaitu 70%.  Selama 10 tahun (2007-2016), sedangkan secara administrasi kekeringan terjadi di 105 dari 140 desa di 10 kecamatan pada bulan Agustus dan September. Kata kunci: kekeringan, Theory of Run, Thornthwaite Mather, debit, sebaran kekeringan ABSTRACT: Pasuruan regency is one of the areas that each year is hit by drought. Further study was conducted to determine the level of drought and its distribution. The drought index method used is Theory of Run and Thornthwaite Mather. Analysis of the suitability of drought index results is done by comparing the discharge pattern. Data required in this study are rainfall data, discharge data, Rejoso watershed boundary map, rainfall station map, administration map, land type map, and land use map. The result of drought analysis was applied by making split map using ArcGIS 10.4. Theory of Run method shows the longest duration of 13-month duration of dryness and 867.3 mm. The Thornthwaite Mather method showed the largest average dryness index was 94.55%. Comparison analysis with the comparison of debit pattern shows that Thornthwaite Mather has good suitability to be used in Rejoso Watershed which is 70%. For 10 years (2007-2016), while drought administration occurred in 105 of 140 villages in 10 sub-districts in August and September. Key words: drought, Theory of Run, Thornthwaite Mather, discharge, drought distribution 
VALIDASI DATA CURAH HUJAN TRMM (TROPICAL RAINFALL MEASUREMENT MISSION) SEBAGAI ALTERNATIF DATA HIDROLOGI DI SUB-DAS LESTI Partarini, Ni Made Candra; Suhartanto, Ery; Harisuseno, Donny
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 2, No 2 (2019)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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Abstract

ABSTRAK : Ketersediaan data hidrologi menjadi salah satu permasalahan dalam perencanaan bangunan air di beberapa daerah. TRMM (Tropical Rainfall Measurement Mission) merupakan salah satu misi NASA untuk melakukan pemantauan dan mempelajari curah hujan tropis dengan menggunakan teknologi satelit pemantau cuaca yang dapat menjangkau berbagai daerah di bumi. Analisis validasi dilakukan untuk mengetahui kesesuaian data curah hujan TRMM dengan curah hujan wilayah, sehingga dapat digunakan sebagai data hidrologi alternatif. Sub DAS Lesti digunakan sebagai studi kasus dengan pertimbangan ketersedian data yang dianggap memadai. Metode validasi yang digunakan berupa, Root Mean Squared Error (RMSE), Nash-Sutcliffe Efficiency (NSE), Koefisien Korelasi (R), dan Uji Kesalahan Relatif (KR). Dalam analisis validasi dilakukan dengan dua perhitungan yaitu, validasi data tidak terkoreksi yang hanya melewati tahap validasi dan data terkoreksi yang melalui tahap kalibrasi, verifikasi, dan validasi. Hasil analisis menunjukan nilai validasi berdasarkan metode-metode tersebut lebih baik pada validasi data terkoreksi, dibandingkan dengan data tidak terkoreksi. Analisis keseluruhan menunjukan bahwa, data TRMM dapat digunakan sebagai alternatif data hidrologi.   Kata Kunci : curah hujan, TRMM, pos stasiun hujan, validasi. ABSTRACT : The availability of hydrological data is one of the problems in water hydraulic structure design in several regions. TRMM (Tropical Rainfall Measurement Mission) is one of NASA's missions to monitor and study tropical rainfall using weather satellite monitoring technology that can reach various regions of the earth. Validation analysis conducted to determine the suitability of TRMM rainfall data with regional rainfall so, it can be used as alternative hydrological data. The Lesti sub-watershed as a case study considered the data availability. The validation method used in the form of Root Mean Squared Error (RMSE), Nash-Sutcliffe Efficiency (NSE), Correlation Coefficient (R), and Relative Error Test (KR). The validation analysis performed with two calculations, uncorrected data validation which only passes the validation and corrected data stages through the stages of calibration, verification, and validation. The results of the analysis showed that the validation values ​​based on these methods were better at corrected data validation, compared to uncorrected data. The overall analysis showed that TRMM data can be used as an alternative to hydrological data.   Keywords : rainfall, TRMM, ground station, validation
Co-Authors A Tefa, Marcorio Abdillah, Rusdan Aditama, Dimas Hafiz Aji, Yahya Muchaimin Almira, Aufa Hanan Anggara WWS anggun sugiarti, anggun Aprilansi, Ledib Aprilia, Anindi Atthahirah, Mutiara Azhar, Rifqi Fajar Beselly Putra, Sebrian Mirdeklis Cipta, Dara Marreta Deni Indarwati Dian Chandrasasi Dian Sisinggih Dwi Priyantoro Dwirani, Yosie Eka Wulandari Srihadi Putri, Eka Wulandari Srihadi Emma Yuliani Endang Purwati RN Erfarras, Nadia Nahda Ery Suhartanto Estefanus Wolok Evi Nur Cahya Firdaus, Novinda Faizah Fitriah, Faizah Friyana, Acha Octa Gilang Y. Juantari Guntoro, Dani Eko Guntoro, Dani Eko hari siswoyo Harjono, Marie Augustin Alvidian Pangestuti Ais Hartina Sahabuddin Hastina, Hastina Herdita, Chintya Ayu Permata Herdita, Chintya Ayu Permata Ima Sholikhati Jadfan Sidqi Fidari Lalu Sigar Canggih Ranesa, Lalu Sigar Canggih Lily Montarcih Limantara M. Amar Sajali M. Nurul Huda Maharani, Yasinta Surya Mahyaya M. Rahman Moh. Sholichin Mohammad Bisri Mohammad Rahdiansyah Batubara, Mohammad Rahdiansyah Mohammad Taufiq Nastiti, Nadia Sari Nomleni, Aprianto Nuariman, Panji Anom Nurcahyaningtyas, Devi Partarini, Ni Made Candra Pribadi, Laurentius Prasetya Puspasari, Ria Puteriana, Shintya Agustien Putra, Farhan Akbar Darma Putranto, Yoyok Dwi Rahma, Novi Fadhilah Rahmah Dara Lufira Rakhmawati, Dinia Dwi Rifnawati, Vina Rini Wahyu Sayekti Rini, Syafadilla Enggar Rispiningtati Rispiningtati Riyanto Haribowo Rizal Arifuddin K. Rubiantoro, Prasetyo Sajali, M. Amar Sandi, Yohan Alfanii Sapto Dwi Hari Oktavianto Sari, Devi Puspita Sariyanti, Ni Komang Yuli Setiyowati, Yunita Ayu Sidqi Fidari, Jadfan Sitepu, Haniyah Sri Wahyuni Suhardjono Suhardjono Tri Budi Prayogo, Tri Budi Tri Juwono, Pitojo Tri Kurniawati, Tri Ussy Andawayanti Very Dermawan Visi Murpratiwi, Aisyah Welkis, Davianto Frangky Widandi Soetopo WIJAYANTI, SILVIA DEWI Wijayanto, Andy Wiyono Wit Saputra, Anggara Yan P. S. Tampani, Yan P. S. Yanuar Hendra Pramana, Yanuar Hendra Yunus Fallo