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All Journal Jurnal Dedikasi Jurnal Ilmu Kebencanaan : Program Pascasarjana Unsyiah Jurnal Teknik Sipil Teras Jurnal The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) Jurnal Teknik Sipil dan Teknologi Konstruksi International Journal of Social Science, Educational, Economics, Agriculture Research, and Technology (IJSET) Jurnal Maritim Malahayati International Journal of Disaster Management Jurnal Teknik Sipil Journal of The Civil Engineering Student PESARE: Science and Engineering Service Journal
Eldina Fatimah
Department Of Civil Engineering, Faculty Of Engineering, Syiah Kuala University, Banda Aceh, Indonesia
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POTENSI ANCAMAN BANJIR BANDANG SUB DAS TIMANG GAJAH KABUPATEN BENER MERIAH DAN ACEH TENGAH Rahmi Nia Ivana; Eldina Fatimah; Azmeri Azmeri
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 1 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i1.16725

Abstract

Timang Gajah Sub Watershed is one of total 12 sub watersheds located in Peusangan Watershed. The condition of Peusangan Watershed is degraded and it triggers hydrometeorology disaster such as flash flood. The record of flash flood events is very high in the districts located in Peusangan watershed. According to BPS 2014 Data, there were 32 events of flash flood occurred in Central Aceh, 17 events occurring in Bener Meriah, 7 events occurring in Bireuen, 2 events occurring in North Aceh, 23 events occurring in Pidie and 4 event occurring in Nagan Raya. This reason becomes the background of the research as well as there has not been compiled flash flood hazard map in Timang Gajah Sub Watershed. This research aims to compile flash flood hazard map in Timang Gajah Sub Watershed. The research analysis is by using Indonesia Disaster Risk (RBI) (2016). The analysis tool used is GIS tool. The result uses fuzzy membership analysis of inundation depth. Based on the analysis outcomes, it is resulted that flash flood hazard analysis in Timang Gajah Sub Watershed consist of 4 categories dominated by safe area as 29,366.55 Ha (81.89%) and vulnerable area as 2,954.83 Ha (8.24 %). 
PERUBAHAN KECEPATAN ALIRAN AKIBAT VARIASI VOLUME VEGETASI DI BELOKAN SALURAN IRIGASI Muhammad Nasir; Eldina Fatimah; Masimin Masimin
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 2 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v2i2.13211

Abstract

D. I Timbang Deli is 520 Ha of flow area and 5000 meters of secondary channel is located in Deli Serdang Regency, North Sumatra Province. The turn of the irrigation network in overgrown vegetation on the cliffs and bottom of the channel, is expected to reduce the flow rate. The purpose of the study was to see the distribution of velocity, resistance and energy loss in the secondary channel due to vegetation. The method used is conducting surveys in the field by measuring water depth, vegetation volume and flow velocity. Trapezoidal channel with 36 m length, 1.45 lower width, 3.15 m upper width and 33,510 turn angle. The velocity measured in the middle and downstream regions across the channel is divided from points X1 to X5 with Q1 = 0.62m3/ sec and Q2 = 0.83 m3/sec. The results obtained in the speed distribution in Q1 Vmax mean X1 = 0.296 m/s and X5 = 0.199 m/s, the speed decreases due to the turn of 48.82%. On VV3 Vmaks the average is X4 = 0.216 m/sec and (X1 and X2) = 0,000 m/sec, the volocity decreases due to the presence of vegetation between X1, X2 and X5 at Q1 = 100%. In Q2 the average VV0 Vmax condition of the flow X1 = 0.477 m/s and X5 = 0.323 m/s between X1 and X5 the volocity decreases due to turn 28.45%. VV3 Vmax conditions on average X5 = 0.312 m / s and X1 = 0.000 m / s, between X1 and X5 the speed decreases due to the presence of 100% vegetation. In connection with the above results, with this research the local community and local government can carry out cleaning on the channel on a scale basis.
STUDI SEDIMENTASI PADA DAS SEUNAGAN KABUPATEN NAGAN RAYA Dian Safiana; Eldina Fatimah; Azmeri Azmeri
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 3 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v2i3.13459

Abstract

Seunagan River Basin Area has a very important role as a water needs for the people in Nagan Raya Regency and the half of West Aceh Regency. The condition of Krueng Seunagan River Basin Area is getting more and more critical which is marked by a lot of dangerous activities inside and outside the River Basin Area such as mining, land conversion and so on. This study aim are for knowing how much a yearly sediment production that happened in Krueng Seunagan River Basin Area and the Sediment Delivery Ratio (SDR) and also to recommend the effort of land  conservation. From the sediment rate analysis in Sub River Basin Areas, it obtained variation sediment rate that spread over 4 Sub River Basin Areas. From the yearly sediment production analysis result can be confirmed that the largest sediment production happened in Seunagan Hulu Sub River Basin Area, which the sediment production is 143.879,08 ton/year and then followed by Seunagan Hilir Sub River Basin Area 135.644,02 ton/year, and then Cut Sub River Basin Area 116.016,74 ton/year and the smallest sediment production happened in Isep Sub River Basin Area which the sediment production is 107.985,52 ton/year. The Sediment Delivery Ratio (SDR) result for each sub river basin area is Seunagan Hulu 9,6%, Isep 12,2 %, Cut 11,8% and Seunagan Hilir 10,0 %
ANALISIS KETERSEDIAAN JALUR EVAKUASI BENCANA TSUNAMI DI KECAMATAN KUTA ALAM KOTA BANDA ACEH (STUDI KASUS LAMPULO, KAMPUNG MULIA, LAMDINGIN ) Sahwilliza Sahwilliza; Muhammad Isya; Eldina Fatimah
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 3 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i3.11774

Abstract

Kecamatan Kuta Alam mempunyai luas wilayah  10,05 Km2  dengan tinggi rata-rata 0,80 meter diatas permukaan laut. Lokasi bukit yang cukup jauh dari pinggir pantai (±10 Km), dengan jumlah penduduk 42.217 jiwa dan kepadatan penduduk 4200.70 jiwa/km², hal ini menimbulkan masalah yang serius bila mana bencana gempa bumi dan tsunami melanda, yaitu pada saat warga berusaha menyelamatkan diri ke bukit atau dataran tinggi lainnya. Penelitian ini bertujuan untuk mengetahui kondisi jalan Gampong Lampulo, Gampong Mulia dan Lamdingin, yang digunakan sebagai jalur evakuasi, mengetahui persepsi masyarakat terhadap efektivitas jalur evakuasi yang tersedia, dan analisis tingkat efektivitas penggunaan jalan desa sebagai jalur evakuasi pada saat terjadi bencana. Penelitian ini dilaksanakan dengan melakukan pengamatan dan pengukuran secara langsung di lokasi penelitian, membagikan quesioner untuk mengetahui persepsi responden. Pengolahan dan analisis data menggunakan analisis deskriptif. Hasil penelitian menunjukkan bahwa lebar dan kondisi jalan Gampong Lampulo, Gampong Mulia dan Lamdingin yang diteliti memenuhi kriteria sebagai jalur evakuasi sebagaimana diisyaratkan oleh SDC (Sea Defense Consultant) dan penelitian ITS ( Institut Teknologi Sepuluh November ). Dari hasil penelitian yang dilakukan dapat disarankan antara lain perlu diadakan sosialisasi mengenai pentingnya melakukan evakuasi pada saat terjadi gempa bumi dan pengenalan kepada masyarakat mengenai jalan gampong yang efektif untuk digunakan sebagai jalur evakuasi.
EVALUASI INLET DRAINASE JALAN POROS UTAMA KECAMATAN KUALA KABUPATEN NAGAN RAYA Uswatun Hasanah; Eldina Fatimah; Azmeri Azmeri
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 3 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i3.11779

Abstract

Nagan Raya District Government undertook the construction of roads, including the Poros Utama Road of Kuala Subdistrict. At the time of rain, in certain locations are still formed puddles above the surface of the asphalt. Therefore, it is necessary to evaluate the efficiency and duration of draining flow through the inlet on the road. The data required are the type, distance and dimensions of the existing inlet and the location map, the maximum daily annual rainfall data, cross and longitudinal sectional drawing. Calculations start by calculating the design flow of rainfall data processing. Furthermore, the calculation of the gutter flow as well as the efficiency and the inlet draining time. Based on calculations, the efficiency of the existing inlet in the form of a curb opening inlet is in the range between 4,93% to 6,51% with  0,64-3,92 minutes of draining time. This value indicates that the inlet on the road produces very low efficiency. Inlet is expected to drain all the water or 100% efficiency. The inundation disturbs the movement of the vehicle and affects the pavement resistance. Therefore, the flow of water above the road surface is expected not to create a puddle.
Estimation of Site Amplifications from Shear-Wave Velocity at Pyroclastic Deposits and Basins in Aceh Tengah and Bener Meriah District, Aceh Province, Indonesia Ibnu Rusydy; Khaizal Jamaluddin; Eldina Fatimah; Syafrizal Syafrizal; Fauzi Andika; Yoshinori Furumoto
International Journal of Disaster Management Vol 1, No 1 (2017): June
Publisher : TDMRC, Universitas Syiah Kuala

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Abstract

Earthquake on July 2, 2013, destroyed several buildings in Aceh Tengah district and Bener Meriah district of Aceh Province. This earthquake gives Aceh government a clue that the seismic hazard map must become the reference in development plan in future. To respond this idea, we conduct the research and try to estimate the amplification factor for developing seismic hazard maps of those districts. This study aims to determine the average shear wave velocity up to the depth of 30 meters (Vs30) and the amplification factor of Aceh Tengah district and Bener Meriah district, to build the seismic hazard map of both districts. In this study, we use the MASW (Multi-Channel Analysis of Surface Waves) with 24 geophones in the frequency of 10 Hz at 10 locations to determine the Vs30 beneath the surface. The soil and rock classification from ASCE 2010 and SNI 1726:2012 used to classify the soil/rock based on Vs30 and calculate the predicted amplification factor using the Borcherdt Eeri equation. The result of this study reveals that the range of Vs30 in the study area is 76 m/s – 308 m/s. The loosest sediment has 76 m/s located at point 2 in Aceh Tengah district. The shear wave velocity of 76 m/s classifies as soft soil (SE). Based on the calculation, the pyroclastic deposit and sediment in the basin of the study area will be amplified the seismic wave in the range of 2.9 to 3.3 times. In the future, we suggest conducting another geophysical survey to determine the correct amplification factor to improve the quality of seismic hazard map.
PENILAIAN TINGKAT RISIKO BENCANA TSUNAMI UNTUK KAWASAN KOTA BANDA ACEH BERDASARKAN SKENARIO TSUNAMI DESEMBER 2004 Fauziah Fauziah; Eldina Fatimah; Syamsidik Syamsidik
JURNAL TEKNIK SIPIL Vol 3, No 2 (2014): Volume 3, Nomor 2, Januari 2014
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Realignment of Banda Aceh devastated by the tsunami has put forward the concept of disaster mitigation. As the city is aware of the disaster, the availability of disaster risk map is an essential requirement in developing sustainable development and disaster mitigation based. This research aims to generate a map of tsunami risk assessment by loading element of threat,  vulnerability, capacity using spatial data and information in the region of Banda Aceh. Risk analysis is conducted using a  semi-quantitative weighting factors and the index values arebased on the analysis conducted by BNPB and TDMRC-Unsyiah. Mapping analysis is conducted by overlaying layer(overlay) and vector-based GIS grid. Based on the results of the analysis show that the risk areas with low-to-high tsunami consists of 73 villages high with an area of each is 6.05 km2 (10%). 20.66 km2 (35%) and 16.23 km2. The area is not an area of 17.02 km2 risk or 28% of the total area of the city of Banda Aceh.
STUDI AWAL: ANALISA KECEPATAN GELOMBANG GESER (Vs) PADA CEKUNGAN TAKENGON DALAM UPAYA MITIGASI GEMPA BUMI Ibnu Rusydy; Khaizal Jamaluddin; Eldina Fatimah; Syafrizal Syafrizal; Fauzi Andika
JURNAL TEKNIK SIPIL Vol 6, No 1 (2016): Volume 6, Nomor 1, September 2016
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract: MASW survey to determine the shear wave velocity (Vs) had been conducted in Takengon basin, Aceh Tengah district. The survey aims to identify sediment layers based on Vs analysis and its correlation with the amplification factor. The Vs yielded from MASW survey was based on the dispersion of Rayleigh wave generated by 4 kg sledgehammer and recorded on 24 geophones with 10 Hz. There are 3 locations of MASW measurement in Takengon basin, the first one located on the edge of the basin, the second location was in the middle of the basin, and the last one was located in the southern. The results of Vs from MASW then compared with soil type classification from ASCE 2010 and SNI 1726: 2012. The Vs in the first location dominated by a layer of soft soil (SE) with the Vs less than 175 m/sand indicate as the young sediment in the edge of the basin. The amplification factor is estimated to be 1.2 times of bedrock acceleration. On the second location, Vs ranged between 275-283 m/s and categorized as stiff soil (SD). This category concluded that, in the middle of the Takengon basin, the sediment was consolidated, and the amplification factor would be smaller compared to the first location. On the thirst location, in depth of 6.3 meter and constantly down to 30 meter, there is very dense soil or soft rock (SC) with Vs 372 m/sec in the form of sandstone. The Construction of high-rise buildings is possible around this third location as long as the foundation of the building should reach the depth of very dense soil (SC) at 6.3 meters.Keywords : Shear wave velocity, Vs, Takengon Basin, MASWAbstrak: Survei MASW untuk mengetahui kecepatan gelombang geser (Vs) telah dilakukan di Cekungan Takengon Kabupaten Aceh Tengah. Survei tersebut bertujuan untuk mengetahui kondisi tanah berdasarkan analisa Vs dan hubungannya dengan penguatan gelombang gempa bumi (faktor amplifikasi). Nilai Vs yang didapatkan dari MASW dengan cara memanfaatkan dispersi gelombang permukaan rayleigh dari sumber seismik berupa palu 4 kg dan terekam pada 24 geophone vertikal 10 Hz. Terdapat 3 titik pengamatan Vs di Cekungan Takengon, titik pertama di pinggir cekungan dekat perbukitan, kedua di tengah-tengah cekungan dan ke-tiga di sisi selatan. Hasil pengukuran Vs dari MASW akan dibandingkan dengan pengkelasan jenis tanah dari ASCE 2010 dan SNI 1726:2012. Hasil MASW menunjukkan bahwa nilai Vs di titik pertama didominasi oleh lapisan tanah lunak (SE) dengan nilai Vs kurang dari 175 m/det yang mengindikasi lapisannya masih muda. Di titik pertama ini, efek amplifikasi diperkirakan sebesar 1,2 kali dari nilai percepatan batuan dasar. Di titik kedua, nilai Vs antar 275 – 283 m/det dan masuk dalam kategori tanah sedang (SD). Kategori SD menunjukkan bahwa di tengah-tengah Cekungan Takengon endapannya lebih tua dan terkonsolidasi sehingga efek amplifikasi akan lebih kecil dibandingkan dengan titik pertama. Pada titik ketiga, dari kedalaman 6,3 meter sampai menerus ke bawah ditemukan lapisan tanah keras atau batuan lunak (SC) dengan nilai Vs 372 m/det berupa batupasir. Pembangunan gedung bertingkat tinggi dimungkinkan di sekitar titik ke-tiga ini dengan syarat pondasinya mencapai kedalaman tanah keras (SC) di 6,3 meter.Kata kunci : Kecepatan Gelombang Geser,Vs, Cekungan Takengon, MASW
KAJIAN PERLETAKAN KRIB PADA ALIRAN SUNGAI KRUENG ACEH Muhammad Sahriat Tanjung; Eldina Fatimah; Masimin Masimin
JURNAL TEKNIK SIPIL Vol 6, No 2 (2017): Volume 6, Nomor 2, Januari 2017
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract: The riverbank damage (erosion) which iscaused by the river scouring in Krueng Aceh River Section in Lamsie Village is dominated by behavior changes of the river due to flood discharge and flow direction.A river geometric changes process is accelerated and enhanced by the human activities which are carried out continuously such as the sand and stone mining in the river zone unpermitted. From the investigation carried out in the review location, it is found that the riverbank protection has ever been constructed by using gabion construction along the riverbank eroded, but the construction cannot restrain river water scouring so that the construction has been collapsed. To prevent the continuing erosion, the other alternative chosen is by constructing the groynes. The groynes are constructed to deflect the river current toward in turn, so that the erosion effect of the riverbank in the out turn can be reduced. This Study aims to obtain the flow pattern and flow velocity in the existing condition and the conditions of 3 (three) scenarios of groynes location in 2 (two) review locations, the first scenario mentioned that the groynes position is perpendicular to the river flow, the second mentioned that the groynes position is leaning to the upstream and the third one mentioned that the groynes position is leaning to the downstream. This study is carried out by identifying existing river condition first and then analyzed the modeling simulation using software of Surface Modeling System (SMS) running RMA2. The lengths are between 8 – 10 meter with the interval of each groynes is 15 meter. The flood discharge used in the simulation is 5 years which is 1067.00 m³/second. The result of the modeling simulation of the groynes location position found is the position which is perpendicular to the river flow (00 – 50)or scenario 1st (first) and it becomes the most effective position. This result is expected can be used as the reference for the policy maker in making the decisions in protecting the riverbank protection and controlling the water destructive power in the watershed.Keywords : Groynes, Flow Pattern, Flow Velocity, Flow DirectionAbstrak: Kerusakan tebing (Erosi) yang terjadi disebabkan oleh gerusan pada pias sungai Krueng Aceh di desa Lamsie karena didominasi oleh perubahan perilaku sungai akibat debit banjir dan arah aliran. Proses perubahan geometri suatu sungai ini menjadi dipercepat atau diperparah oleh kegiatan manusia yang secara terus menerus melakukan aktifitas penambangan pasir serta batu di zona sungai yang tidak dibenarkan. Dari investigasi di lokasi tinjauan upaya perlindungan tebing menggunakan konstruksi bronjong sudah pernah dibangun disepanjang tebing sungai yang tererosi, namun bangunan tersebut belum mampu menahan gerusan air sungai, sehingga konstruksinya kini runtuh. Untuk mencegah terjadinya erosi yang berkelanjutan, alternatif lain adalah membuat bangunan krib. Perletakan konstruksi krib dilakukan untuk membelokkan arus sungai ke arah belokan dalam, sehingga efek erosi tebing dibelokan luar dapat tereduksi. Penelitian bertujuan untuk mengetahui bentuk pola aliran dan kecepatan aliran pada kondisi existing dan 3 (tiga) skenario perletakan konstruksi krib pada 2 (dua) lokasi tinjauan, skenario pertama posisi krib tegak lurus aliran, skenario kedua krib condong ke hulu dan skenario ketiga krib condong ke hilir. Kajian ini dilakukan dengan mengidentifikasi kondisi sungai eksisting kemudian dianalisis secara simulasi pemodelan menggunakan software Surface Modeling System (SMS) running RMA2. Panjang konstuksi krib antara (8 – 10 meter) dengan jarak antara (interval) krib per (15 meter). Debit banjir 5 tahunan digunakan dalam simulasi, yang besarnya adalah 1067.00 m³/detik. Hasil simulasi menunjukan posisi perletakan konstruksi krib tegak lurus terhadap aliran (00 – 50) atau skenario 1 (satu) memberikan hasil yang efektif untuk diterapkan. Hasil ini diharapkan dapat menjadi acuan dalam rangka membuat kebijakan tentang pelaksanaan pengamanan tebing dan pengendalian daya rusak air di daerah Lamsie.
STRATEGI PENERAPAN EKO-DRAINASE DI KAWASAN GAMPOENG KEURAMAT BANDA ACEH Munzirwan Habibi; Eldina Fatimah; Azmeri Azmeri
JURNAL TEKNIK SIPIL Vol 6, No 3 (2017): Volume 6, Nomor 3, Mei 2017
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract: Generally in Gampong Keuramat region still uses the conventional drainage concept. Along with the rapid development that occurred in Banda Aceh, especially at Gampong Keuramat  after the Tsunami in 2004, resulting in the decrease of vacant land that could be used to absorb water into the soil. This matter causes the water system distruption and take affect toward urban flood control. Concerns with these problems it is required to control the peak flows through the structural efforts and to apply environment drainage (eco-drainage). The purpose of this study is to analyze flow rates (Qpasca) drainage system by using the concept of system eco-drainage and formulate strategies to implement the concept of system eco-drainase by using SWOT analysis. The method of data collection is by using secondary data and primary data. The data were processed statistically descriptive and SWOT analysis. From the observations, the existing condition and the road condition and channels in Gampoeng Kueramat need to be maintained and improved. The calculations show that, th service zone I until V occurred the reduction of average  discharge 48.948%, 58.412%, 43.468%, 72.034% and 72.919%. The result from SWOT analysis is obtained some strategies: (1) use the support of society in an effort to overcome the problems of drainage as a puddle with drainage planning sustainable or eco-drainage, (2) to convince the provincial government to support programs / activities of eco-drainage with the allocation of appropriate funds targeted to address the flooding problems, to maintain the continuity of the water and drainage system in Gampoeng Keuramat, (3) use the support of society in land use to make infiltration wells and expand land infiltration in the society environment, and (4) to disseminate to the public for a change paradigm in dealing with the flood of effort to keep the water from settlements with trying to keep the water as long as possible and utilize as much water as possible is called the concept of "eco-drainage". Abstrak: Secara umum di kawasan Gampong Keuramat masih menggunakan konsep drainase konvensional. Seiring dengan pesatnya pembangunan yang terjadi di Kota Banda Aceh khususnya kawasan Gampong Keuramat pasca Tsunami 2004, mengakibatkan semakin berkurangnya lahan kosong  yang bisa digunakan untuk meresapkan air ke dalam tanah. Hal ini menyebabkan terganggunya sistem tata air dan berpengaruh terhadap pengendalian banjir perkotaan. Menyangkut dengan permasalahan tersebut diperlukan pengendalian debit puncak melalui upaya-upaya struktural dan penerapan drainase berwawasan lingkungan (eko-drainase). Tujuan dari penelitian ini adalah melakukan analisis debit aliran (Qpasca) sistem drainase dengan menggunakan konsep sistem eko-drainase dan merumuskan strategi untuk menerapkan konsep sistem eko-drainase dengan menggunakan analisis SWOT. Metode pengumpulan data yaitu menggunakan data sekunder dan data primer. Data diolah secara statistik diskriptif dan analisis SWOT. Dari hasil observasi, kondisi eksisting kondisi jalan dan saluran di Gampoeng Kueramat perlu dipelihara dan ditingkatkan. Hasil analisis SWOT diperoleh strategi-strategi yaitu (1) memanfaatkan dukungan masyarakat dalam upaya mengatasi permasalahan drainase seperti genangan dengan perencanaan drainase berkelanjutan atau eko-drainase, (2) meyakinkan Pemerintah Daerah agar dapat mendukung program/kegiatan eko-drainase dengan pengalokasian dana yang sesuai tepat sasaran untuk mengatasi permasalahan-permasalahan banjir, menjaga kelangsungan air dan saluran drainase di Gampoeng Keuramat, (3) memanfaatkan dukungan masyarakat dalam pemanfaatan lahan untuk membuat sumur resapan dan memperbanyak lahan resapan di lingkungan penduduk, dan (4) melakukan sosialisasi kepada masyarakat untuk merubah paradigma dalam mengatasi banjir dari usaha menjauhkan air dari pemukiman dengan berusaha menyimpan air selama mungkin dan memanfaatkan air sebanyak mungkin yang disebut dengan konsep “eko-drainase”.
Co-Authors 'Aini, Qurratul . Azmeri, . Abdullah Abdullah Achmad, Ashfa Agus Halim, Agus Ahmad Zikra Jumhasla Putra Alfian Alfian Alfiansyah Yulianur Alfiansyah Yulianur BC Amir Fauzi Amir Fauzi Amir Hamzah Isa Amir Hamzah Isa Andika, Fauzi Andre, Sofyan Aprila, Mellita Arie Julianda Arifullah, Arifullah Asrina, Naja Aulia Kesuma, Putra Azmeri Azmeri Benazir, Benazir Clara, Bella Fitrah Dedi Sofriadi Devi Sundary Dian Safiana Erwin Ferdinansyah Faisal Faisal Fauzi Andika Fauzia, Arisna Fauziah Fauziah Ferdinansyah, Erwin Furumoto, Yoshinori Haiqal Haiqal hayatun nisa Henny Herawati Humayra, Siti I.E. Sulastri Sihotang Ibdayanti, Dinda Rizka Ibnu Rusydy Ibrahim Ibrahim Iin Shabrina Hilal Indra . Isa, Amir Hamzah Jamaluddin, Khaizal Kamal, Shafa Safira Khaizal Jamaluddin Khaliq, Gebie Firman Kiswanto Kiswanto Lia Nazia Liza Zulaini Maimun Rizalihadi Maimun Rizalihadi Maimun Saputra Maimun Saputra Marini Bravikawati Masimin Masimin Masimin Masimin Masimin Masimin Masimin Masimin Muammer Diandra Mubarak Mubarak Muhammad Fauzi Muhammad Fauzi Muhammad Fauzi Muhammad Isya Muhammad Nasir Muhammad Sahriat Tanjung Muksin Umar Munirwansyah Munirwansyah Munzirwan Habibi N. Nazaruddin Nasaiy, Qurratul 'Aini Benti Nazar, Teuku Mochamad Nina Shaskia Nisa, Hayatun Nur Mutia Nurwijayanti Oktaparizi, Rio Pratama, Nadri Putra, Teuku Devansyah Qurratul Aini Radityo, Tithan Rahmawati Rahmawati Rahmi Nia Ivana Rauzana, Anita Rio Oktaparizi Rizcha Tasliya Sahwilliza Sahwilliza Said Khairullah Sari Mastura, Cut Annisa Widya Sari Rezeki shafa safira kamal Suhendrayatna Suhendrayatna Suhendrayatna Suhendrayatna Suhendrayatna Suhendrayatna Sukandar Sukandar Sukandar Sukandar Sundary, Devi Suryati Suryati Syafrizal Syafrizal Syafrizal Syafrizal Syafrizal Syafrizal Syahna, Diyatura Syamsidik Syamsidik Syamsidik, Syamsidik Taharuddin Taharuddin Tarmizi Tarmizi Teuku Devansyah Putra Teuku Mochamad Nazar Tithan Radityo Uswatun Hasanah Wien Linge Yoshinori Furumoto Yusbindar Yusbindar Zein, Ikramullah Ziana Ziana Ziana, Ziana Zulaini, Liza