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Donny Harisuseno
Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya
Aerospace Engineering Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Transportation

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Control Studies Puddle with Planning Channel Cut (Shortcut) on the Channel Irrigation Sengkaling Kiri District Lowokwaru, Malang City Akbar, Bagus; Harisuseno, Donny; Sumiadi , Sumiadi
Asian Journal of Social and Humanities Vol. 3 No. 10 (2025): Asian Journal of Social and Humanities
Publisher : Pelopor Publikasi Akademika

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59888/ajosh.v3i10.593

Abstract

The drainage system in Malang City currently relies on the Sengkaling Kiri irrigation network to discharge urban drainage water. However, the existing channel capacity is insufficient to accommodate the increasing water flow during rainfall events due to channel narrowing and sedimentation. This limitation has resulted in frequent waterlogging and localized flooding, particularly around Jl. Soekarno Hatta, Jl. Ahmad Yani, and Jl. Lt. Gen. Sutoyo. This research aims to evaluate the performance of the current drainage system, identify the primary causes of flooding, and propose effective solutions to reduce inundation in these critical areas. The study employs a descriptive and analytical approach, combining field surveys, hydrological data collection, and hydraulic modeling to assess the channel’s capacity and identify critical points of overflow. The findings reveal that the current Sengkaling Kiri irrigation network has experienced significant sedimentation and reduced cross-sectional area, leading to a capacity deficit during peak discharge events. Proposed solutions include channel widening, sediment removal, and the construction of alternative drainage routes, such as diverting part of the flow directly from the Sengkaling Kiri network to the nearest Sungai Brantas. These interventions are expected to significantly reduce waterlogging and improve flood management in the affected areas. The implications of this study highlight the importance of regular maintenance, capacity upgrades, and the integration of urban drainage systems with natural waterways to ensure long-term flood resilience in rapidly developing urban areas.
Pemanfaatan Data Hujan Satelit GPM untuk Analisis Debit Andalan Menggunakan Metode NRECA di DAS Welang Amadea, Alzena; Suhartanto, Ery; Harisuseno, Donny
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 6 No. 1 (2026): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2026.6.1.10

Abstract

DAS Welang merupakan salah satu DAS terbesar yang menjadi pemasok kebutuhan air baku dan irigasi untuk daerah Pasuruan. Namun, pada DAS Welang terjadi permasalahan hilangnya data curah hujan sehingga tidak dapat menghitung debit andalan yang terjadi pada DAS Welang. Alternatif untuk melengkapi data curah hujan yang hilang adalah menggunakan data curah hujan dari satelit, salah satunya satelit yang diluncurkan oleh NASA, yaitu Global Precipitation Measurement (GPM). Data curah hujan dari satelit GPM yang telah terkoreksi akan digunakan sebagai input data hujan pada pemodelan National Rural Electric Cooperative Association (NRECA) untuk menghasilkan estimasi debit pada DAS Welang. Analisis kalibrasi data curah hujan satelit GPM menghasilkan nilai NSE sebesar 0,843 kategori “Sangat Baik” dan nilai Koefisien Korelasi sebesar 0,919 kategori “Sangat Kuat”. Pemodelan metode NRECA untuk analisis kalibrasi dan validasi menunjukkan bahwa nilai NSE dan Koefisien Korelasi paling baik dihasilkan oleh komposisi data kalibrasi dan validasi 19:1 dengan nilai NSE untuk kalibrasi sebesar 0,952 kategori “Sangat Baik” dan untuk validasi sebesar 0,627 kategori “Memenuhi”, sedangkan nilai Koefisien Korelasi untuk kalibrasi sebesar 0,983 kategori “Sangat Baik” dan untuk validasi sebesar 0,807 kategori “Sangat Kuat”. Perhitungan debit andalan, hasil yang didapatkan untuk Q80% sebesar 2,63 m³/dt, untuk Q90% sebesar 2,11 m³/dt, dan untuk Q95% sebesar 2,01 m³/dt.
Performance Evaluation of the GPM Satellite Rainfall in the Wampu Basin, North Sumatera, Indonesia Hakim, Anita Maulidiyah Rahma; Harisuseno, Donny; Sisinggih, Dian; Asmaranto, Runi
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 16 No. 2 (2025)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.pengairan.2025.016.02.7

Abstract

Rainfall data is crucial in water resources management, particularly associated with its quantity, quality, and spatial and temporal availability in a basin. This study aims to assess the feasibility of Global Precipitation Measurement (GPM) satellite rainfall data to represent rainfall in the Wampu basin. The observed and the GPM rainfall data were collected for 2001 – 2022. Rainfall data from observations and satellites are classified into seven rainfall depth classes with an interval of 10 mm for each class. The GPM was calibrated by determining each class’s correction factor (CF). Calibration is carried out by adjusting the CF value until the difference between the probability of occurrence of satellite and observation data for 2001 – 2017 shows a minimum value. The accuracy of the yielded CF was then validated by evaluating the estimated rainfall from the GPM with the observed rainfall for 2018 – 2022. The results show that the CF of GPM varies from 0.9 – 1.012 for rainfall intervals 0 – 10 mm, 10 – 20 mm, 20 – 40 mm, 40 – 50 mm, 50 – 100 mm, 100 – 110 mm, and >110 mm, respectively. Then, the validation results show an “Excellent” level of accuracy between the corrected GPM and the observed data.   
Comparative Analysis of Rainfall Patterns in Jatigede Watershed Using the Huff Method Setiyowati, Yunita Ayu; Harisuseno, Donny; Sajali, M. Amar
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 16 No. 2 (2025)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.pengairan.2025.016.02.5

Abstract

The temporal distribution of rainfall plays a vital role in hydrological analysis, particularly in estimating peak flood discharge, which significantly impacts the design of flood control infrastructure. Understanding rainfall distribution patterns is essential for improving flood forecasting and water resource management. This study aims to compare the rainfall distribution patterns in the Jatigede Watershed (DAS Jatigede) using the Huff Quartile 1 to 4 method. Hourly rainfall data were collected from six rainfall stations: Bayongbong, Cikajang, Darmaraja, Jatigede, Leuwigintung, and Sadawangi, with Ground Station data used for validation. The analysis revealed that rainfall in the Jatigede Watershed is steeper than Huff Quartile 1, with peak intensity occurring earlier during events, indicating a high concentration of rainfall at the beginning of storms, which may affect flood peak formation and watershed response time. These findings underscore the need to adjust hydrological models to better reflect actual rainfall distribution. However, the study has limitations, including a relatively small number of observation stations, potential inaccuracies in rainfall measurements, and the Huff method’s limited ability to capture spatial rainfall variability. Addressing these limitations in future research is essential for enhancing flood risk assessment and hydrological modeling accuracy in the Jatigede Watershed.
Perbandingan Metode FJ. Mock dan NRECA untuk Transformasi Hujan Menjadi Debit pada DAS Metro Kabupaten Malang, Jawa Timur widyaningsih, karunia waasiu; Harisuseno, Donny; Soetopo, Widandi
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 1 No. 1 (2021): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2021.001.01.05

Abstract

A process of converting rain data to runoff or discharge flow is called the rain transformation process. The transformation of rain into discharge is affected by the physical characteristics of the watershed and its land used. Discharge data in a watershed functions is as a measure of the amount of discharge available in a river which is useful in improving the management of water resources. This study purpose is to determine the results of the calculation of rain to discharge which located in the Metro DAS, Malang Regency. The methods analyzed by researchers is the FJ. Mock and NRECA methods. The results of the calculation from these methods are then compared with the rain data, because the AWLR discharge in the Sub Metro Watershed is considered not suitable to be the discharge of observations in this study. Based on the analysis results, the most suitable method for calculating the rainfall discharge in the Sub Metro Watershed is NRECA method with a determination coefficient (R2) = 0.792, and a correlation coefficient (r) = 0.887.  
Pengaruh Sifat Fisik Tanah terhadap Nilai Konstanta (k) pada Rumus Infiltrasi Horton Rizky, Ardi Ainnur; Harisuseno, Donny; Siswoyo, Hari
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 2 No. 2 (2022): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2022.002.02.02

Abstract

This study tries to scrutinize entanglement the characteristic properties of physical land to constant to the soil. The object is counting the infiltration and the constant to soil described soil conditions based on texture, porosity, moisture content of the soil, and influence and identify the characteristic properties of physical land to constant to the soil. To identify the effects of the physical properties of land and constant approach to soil conducted using multiple linear regression. Research show value the slow infiltration. The constant value to soil based on the results of the analysis shows inferior value. Sand shows the dominant loam and clay. The results of linear regression simple show that the nature of the physical land except for the water level, influence at all on constant to the soil. On linear regression simple between free produced the porosity of variable and sand that most independent. With linear regression and the worship of idols between the porosity of and sand with a constant to soil produce an equation Y = -0,241 + 0,004 X1 + 0,003 X2. The value of R2 = 0,727 and NS = 0,719 means a model that is built quite accurate.Terbatasnya area vegetasi pada suatu kawasan menyebabkan terganggunya proses infiltrasi. Penelitian ini mencoba untuk meneliti keterkaitan karakteristik sifat fisik tanah terhadap konstanta untuk tanah. Tujuannya adalah menghitung besarnya laju infiltrasi dan konstanta untuk tanah, mendeskripsikan kondisi tanah berdasarkan tekstur, porositas, dan kadar air tanah, serta mengidentifikasikan pengaruh karakteristik sifat fisik tanah terhadap konstanta untuk tanah. Untuk melihat pengaruh antara sifat fisik tanah dan konstanta untuk tanah dilakukan menggunakan pendekatan regresi linier berganda. Hasil penelitian menunjukan nilai laju infiltrasi yang lambat. Nilai konstanta untuk tanah berdasarkan hasil analisis menunjukan nilai rendah. Pasir menunjukan hasil yang dominan dibandingkan lanau dan lempung. Hasil regresi linier sederhana menunjukkan bahwa sifat fisik tanah kecuali kadar air, mempengaruhi besarnya konstanta untuk tanah. Pada regresi linier sederhana antar variabel bebas dihasilkan porositas dan pasir yang paling independen. Dengan regresi linier berganda antara porositas dan pasir dengan konstanta untuk tanah menghasilkan persamaan Y = -0,241 + 0,004 X1 + 0,003 X2. Nilai R2 = 0,727 dan NS = 0,719 berarti model yang dibangun cukup akurat.
Studi Perbandingan Model Horton dan Model Kostiakov Terhadap Laju Infiltrasi Prijanto, Nisrina Amelia; Harisuseno, Donny; Fidari, Jadfan Sidqi
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 2 No. 2 (2022): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2022.002.02.05

Abstract

Abstract: Lesti watershed, which is located in Malang Regency, is part of the Brantas sub-watershed. Lesti watershed has several problems such as land damage, and erosion that has an impact on infiltration rate. This studi aims to determine the infiltration rate using Horton Model and Kostiakov Model, so that the best model is obtained that approximates the measurement in the field by comparing it with empirical calculations as evidenced by using a model calibration test using the Nash-Sutcliffe Efficiency Test, Root Mean Square Error, Mean Absolute Error, and Relative Error. Infiltration rate data in the field was measured using a Double Ring Infiltrometer, then the data was analyzed using Horton and Kostiakov model empirical formulas. The results of the measurement of the highest initial infiltration rate(fo) at point 4 with a value of 15 mm/minute and the lowest fo value at point 12 with 4 mm/minute value. The results of empirical calculation of the highest value fo Horton model is 12.857 mm/minute at point 4, and Kostiakov is 9.215 at point 4. A calibration test is carried out between the infiltration rate of empirical formula with field calculations at 12 study points. Horton Model is shown to be close to infiltration rate measurement results are indicated by 4 calibration tests. Abstrak: DAS Lesti yang terletak pada Kabupaten Malang adalah bagian dari Sub-DAS Brantas. DAS Lesti memiliki beberapa permasalahan seperti kerusakan lahan, serta erosi yang berdampak terhadap laju infiltrasi. Studi ini bertujuan untuk mengetahui laju infiltrasi dengan Model Horton dan Model Kostiakov lalu diperoleh model terbaik yang mendekati pengukuran di lapangan dengan cara membandingkan dengan perhitungan empirisnya dibuktikan dengan menggunakan uji kalibrasi model menggunakan Uji Efisiensi Nash-Sutcliffe, Root Mean Square Error, Mean Absolute Error, dan Kesalahan Relatif. Data laju infiltrasi di lapangan diukur menggunakan alat Double Ring Infiltrometer, kemudian dari data tersebut dilakukan analisis menggunakan rumus empiris Model Horton dan Model Kostiakov. Hasil pengukuran laju infiltrasi awal (fo) tertinggi pada titik 4 dengan nilai sebesar 15 mm/menit dan nilai fo terendah pada titik 12 dengan nilai sebesar 4 mm/menit. Hasil perhitungan empiris nilai fo model Horton tertinggi sebesar 12,857 mm/menit pada titik 4, dan Kostiakov sebesar 9,215 pada titik 4. Setelah itu dilakukan uji kalibrasi antara laju infiltrasi rumus empiris dengan perhitungan di lapangan pada 12 titik studi, kemudian didapatkan Model Horton terbukti mendekati laju infiltrasi hasil pengukuran ditunjukkan oleh 4 uji kalibrasi.
Perbandingan Metode Alih Ragam Hujan Menjadi Debit dengan FJ. Mock dan NRECA di Sub DAS Amprong Kabupaten Malang Masruroh, Sahirah; Suhartanto, Ery; Harisuseno, Donny
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 2 No. 2 (2022): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2022.002.02.26

Abstract

Abstract: A research on the conversion of rainfall into discharge located in the Amprong sub-watershed aims to compare the results of the modeling discharge FJ. Mock and NRECA on AWLR discharge data carried out with calibration and validation tests to determine the appropriate method for the characteristics of the Amprong sub-watershed. In this study the FJ. Mock method got the best value in the 6-year calibration data group with MAE = 0.180, NSE = 0.995, R = 0.998, and Kr = 0.44%. The best validation was in the 4-year validation data group with MAE = 2.099, NSE = 0.036, R = 0.853, and Kr = 2.89%. For parameters FJ. Mock values obtained i = 0.8, k = 0.01–1.77, m = 30%-50%, SMC = 200 mm, ISM = 50 mm, and Vn-1 = 50 mm. For NRECA the best value at 9-years of calibration was MAE = 2.241, NSE = 0.392, R = 0.627, and Kr = 1.97%. While the assessment obtained MAE = 1.473, NSE = 0.533, R = 0.968, and Kr = 0.42%. For the NRECA parameter, the PSUB value = 0.9 and the GWF value = 0.02-0.22. The most suitable method in this research is FJ. Mock. Abstrak: Penelitian tentang alih ragam hujan menjadi debit yang berlokasi di Sub DAS Amprong ini bertujuan untuk membandingkan hasil debit permodelan FJ. Mock dan NRECA terhadap data debit AWLR yang dilakukan dengan uji kalibrasi dan validasi untuk menentukan metode apa yang sesuai dengan karakteristik Sub DAS Amprong. Pada penelitian ini metode FJ. Mock didapatkan nilai terbaik pada kelompok data 6 tahun kalibrasi dengan nilai MAE = 0,180, NSE = 0,995, R = 0,998, dan Kr = 0,44%. Perhitungan validasi terbaik pada kelompok data 4 tahun validasi dengan nilai MAE = 2,099, NSE = 0,036, R = 0,853, dan Kr = 2,89%. Untuk parameter FJ. Mock didapatkan nilai i = 0,8, k = 0,01–1,77, m = 30%-50%, SMC = 200 mm, ISM = 50 mm, dan Vn-1 = 50 mm. Untuk NRECA nilai terbaik pada 9 tahun kalibrasi dengan nilai MAE = 2,241, NSE = 0,392, R = 0,627, dan Kr = 1,97%. Sedangkan perhitungan validasi didapatkan nilai MAE = 1,473, NSE = 0,533, R = 0,968, dan Kr = 0,42%. Untuk parameter NRECA didapatkan nilai PSUB = 0,9 dan nilai GWF = 0,02-0,22. Metode yang paling sesuai pada penelitian ini yaitu FJ. Mock.
Estimasi Laju Infiltrasi Berdasarkan Kadar Air, Porositas, Dan Komposisi Tanah di Sub DAS Lesti Dermawan, Dhany Amar; Harisuseno, Donny; Fidari, Jadfan Sidqi
Jurnal Teknologi dan Rekayasa Sumber Daya Air Vol. 2 No. 2 (2022): Jurnal Teknologi dan Rekayasa Sumber Daya Air (JTRESDA)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.jtresda.2022.002.02.28

Abstract

Infiltrasi yang terganggu akibat berubahnya tata guna lahan yang sebelumnya merupakan daerah resapan air hujan akibat konversi lahan guna menunjang kehidupan manusia akan mengakibatkan terganggunya siklus hidrologi yang dapat membawa bencana alam. Strategi perencanaan konversi lahan, tata guna lahan, manajemen air, dan pengembangan daerah sangat erat kaitannya dengan infiltrasi. oleh karena itu dibutuhkan lebih banyak studi mengenai infiltrasi sebagai tambahan referensi bagi peneliti lain khususnya dalam bidang infiltrasi. Penelitian ini bertujuan untuk mengetahui hasil pengukuran laju infiltrasi di lokasi penelitian. Mengetahui pengaruh parameter tanah yang berupa porositas, kandungan air, dan komposisi butir Tanah dalam tanah terhadap laju infiltrasi. Studi dilaksanakan pada 12 titik lokasi di Sub DAS Lesti. Data-data merupakan pengamatan langsung dari lapangan. Nilai laju infiltrasi yang didapatkan menggunakan alat Double ring infiltrometer di lokasi studi berkisar antara 0,33 mm/menit hingga 14 mm/menit dengan rerata sebesar 5,528 mm/menit. Dilakukan pengujian pada sampel tanah dari lokasi penelitian di laboratorium untuk mengetahui nilai kadar air, porositas dan komposisi butir tanah. Hasil analisa hubungan kadar air, komposisi butir pasir, lanau, dan lempung memiliki hubungan signifikan terhadap laju infiltrasi. persamaan regresi linear berganda terbaik yang dapat dibangun dalam penelitian ini adalah Ypred = 13,717 – 0,131(%Kadar Air) -0,551-(%Lempung) yang secara simultan mampu menjelaskan 79,1% kejadian dari laju infiltrasi dengan kategori model memuaskan.Disturbed infiltration due to the changing of land use that was previously rain catchment area as a result of land conversion to support human life will result to the disturbance of hydrology cycle that can bring natural disaster. Land conversion planning, land usage, water management, and area development strategies are very closely related with infiltration. Therefore, more studies regarding infiltration as more reference for other researcher especially in infiltration field is needed. This research is intended to know the result of infiltration rate in the research location. Knowing the effect of land parameter which are porosity, water content, and soil grain composition in the land to infiltration rate. The study was conducted on 12 location points in Sub DAS Lesti. The data are direct observation on site. Infiltration rate value obtained using Double Ring Infiltrimeter tool on site ranged around 0.33 mm/min to 14 mm/min with an average of 5.528 mm/min. Testing was done on soil sample from research site in the laboratory to see water content value, porosity, and soil grain composition. Analysis result of the relation between water content, sand grain, silk, and clay composition shows significant correlation towards infiltration rate. The best multiple linear regression equation that can be built in this research is Ypred = 13.717 - 0.131 (Water content %) -0.551-(Clay%) that can simultaneously explain 79.1% occurrences from infiltration rate with satisfying model category.
Evaluation of Urban Drainage Capacity in Relation to Surface Flooding in Lowokwaru District, Malang City Asmaranto, Runi; Harisuseno, Donny; Palla, Anna
Journal of Engineering and Technological Science Vol. 2 No. 1 (2026): Journal of Engineering and Technological Science, February 2026
Publisher : Lembaga Penelitian dan Pendidikan (LPP) Kalibra

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70716/jets.v2i1.223

Abstract

Urban surface flooding has become a recurrent problem in rapidly urbanizing cities in Indonesia, including Malang City. The Lowokwaru District, as an educational and residential hub, frequently experiences inundation during moderate to high rainfall events, indicating potential inadequacy in its urban drainage system. This study aims to evaluate urban drainage capacity in relation to surface flooding in Lowokwaru District through a comprehensive synthesis of empirical studies, modeling-based evaluations, and spatial analyses conducted over the past decade. A qualitative-descriptive and comparative approach was employed by reviewing and integrating results from peer-reviewed journal articles that applied hydrological–hydraulic analysis, EPA SWMM modeling, GIS-based evaluation, and eco-drainage concepts. The results indicate that a significant proportion of drainage channels in Lowokwaru are unable to convey design flood discharges for 5- to 10-year return periods due to insufficient channel dimensions, sedimentation, debris accumulation, and rapid land-use change. Several studies demonstrate that structural improvements alone are insufficient; instead, integrated solutions such as Low Impact Development (LID), infiltration wells, detention ponds, and eco-drainage strategies can reduce surface runoff and flooding by 40–70%. This study concludes that urban drainage management in Lowokwaru requires a systemic and sustainable approach that integrates hydraulic capacity enhancement with land-use control and nature-based solutions. The findings provide a consolidated scientific basis for urban flood mitigation planning in Malang City and similar rapidly urbanizing areas.
Co-Authors A Tefa, Marcorio Abdillah, Rusdan Aditama, Dimas Hafiz Aji, Yahya Muchaimin Akbar, Bagus Almira, Aufa Hanan Amadea, Alzena Andre Primantyo Hendrawan Anggara WWS anggun sugiarti, anggun Aprilansi, Ledib Aprilia, Anindi Atthahirah, Mutiara Azhar, Rifqi Fajar Azizah, Salma Bachtiar, Yusra Syarifah Beselly Putra, Sebrian Mirdeklis Cipta, Dara Marreta Deni Indarwati Dermawan, Dhany Amar Dewita, Monika 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 Fidari, Jadfan Firdaus, Alfian Firdaus, Novinda Faizah Firmanda, Rifco Ray Fitriah, Faizah Friyana, Acha Octa Gilang Y. Juantari Guntoro, Dani Eko Guntoro, Dani Eko Hakim, Anita Maulidiyah Rahma 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 Listya, Amifta Farah M. Amar Sajali M. Nurul Huda Maharani, Brigitta Vidia Maharani, Yasinta Surya Mahyaya M. Rahman Masruroh, Sahirah Moh. Sholichin Mohammad Bisri Mohammad Rahdiansyah Batubara, Mohammad Rahdiansyah Mohammad Taufiq Muarifah, Aulia Rahmawati Muhammad, Aulia Nastiti, Nadia Sari Nomleni, Aprianto Novita, Firda Nuariman, Panji Anom Nurcahyaningtyas, Devi Nurviana, Syelawati Citra Kartika Nurwijayanti Palla, Anna Partarini, Ni Made Candra Patabang, Steven Tandi Pramestiningrum, Novita Pribadi, Laurentius Prasetya Prijanto, Nisrina Amelia Puspasari, Ria Puteriana, Shintya Agustien Putra, Farhan Akbar Darma Putranto, Yoyok Dwi Qur'ani, Nila Putri Gading Rachmadini Chandrarien, Ahayu Rahma, Novi Fadhilah Rahmah Dara Lufira Rakhmawati, Dinia Dwi Rifnawati, Vina Rini Wahyu Sayekti Rini, Syafadilla Enggar Rispiningtati Rispiningtati Riyanto Haribowo Rizal Arifuddin K. Rizky, Ardi Ainnur Rubiantoro, Prasetyo Runi Asmaranto Sandi, Yohan Alfanii Sapto Dwi Hari Oktavianto Sari, Devi Puspita Sariyanti, Ni Komang Yuli Setiawan, Indra Wahyu Setiyowati, Yunita Ayu Shabrina, Salsabila Sidqi Fidari, Jadfan Sitepu, Haniyah Sonora, Windy Ellprimus Sri Wahyuni Suhardjono Suhardjono Sumiadi , Sumiadi Suteja, Yanuarning Tyas Dwi Safitri Tri Budi Prayogo, Tri Budi Tri Juwono, Pitojo Tri Kurniawati, Tri Ussy Andawayanti Very Dermawan Visi Murpratiwi, Aisyah Welkis, Davianto Frangky Widandi Soetopo Widyaningrum, Anditya Ika widyaningsih, karunia waasiu WIJAYANTI, SILVIA DEWI Wijayanto, Andy Wiyono Wit Saputra, Anggara Yan P. S. Tampani, Yan P. S. Yanuar Hendra Pramana, Yanuar Hendra Yunus Fallo