Azmeri Azmeri
Program Studi Magister Teknik Sipil Program Pascasarjana Universitas Syiah Kuala, Jalan Tgk Chik Pante Kulu No. 5, Darussalam, Banda Aceh.

Published : 29 Documents
Articles

Found 29 Documents
Search

ANALISIS KEMACETAN LALU – LINTAS PADA KAWASAN PENDIDIKAN (STUDI KAUS JALAN POCUT BAREN KOTA BANDA ACEH) Meutia, Sukma; Saleh, Sofyan M.; Azmeri, Azmeri
Jurnal Teknik Sipil Vol 1, No 1 (2017): Volume 1 Special Issue, Nomor 1, September 2017
Publisher : Department of Civil Engineering, Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (198.016 KB)

Abstract

Abstract: Jalan Pocut Baren road section is one part of the road in the center of Banda Aceh city with mixed land use, which consists of trading areas, offices, settlements and education areas. The existence of the education area in Jalan Pocut Baren seems to be greatly affect the increasing of traffic volume. This is indicated by the density of activities that occur during and after school hours. In addition, the use of parking lots which is not provided by the owners of school buildings leads to many vehicles parked on the shoulder of the road that resulted to the traffic jam. This research aims to analyze the traffic jam that occurred in education area at Jalan Pocut Baren segment.  The study conducted for 3 days i.e. Monday July 17th, 2017, Tuesday July 18th, 2017 and Thursdays July 20th, 2017 at morning peak hour, afternoon and evening starting at hour 07:00am to 09:00am, 12:00pm to 2:00pm and 3:00pm to 4:00pm. The road capacity calculated by using Indonesia Road Manual Capacity (Manual Kapasitas Jalan Indonesia/MKJI) 1997. The result showed that the influence of education area toward the performance of Jalan Pocut Baren reach the peak volume on Monday morning where the traffic volume (Q) = 1958 smp/hour, side friction class (SFC) = H (High), capacity (C) = 2349 smp/hour for total two – way, degree of saturation (DS) = 0,83 which describes the service level of Jalan Pocut Baren belongs to category D (close to unstable currents).Abstrak: Ruas Jalan Pocut Baren merupakan salah satu jalan di pusat Kota Banda Aceh dengan tata guna - lahan campuran, yang terdiri dari kawasan perdagangan, perkantoran, permukiman dan kawasan pendidikan. Keberadaan kawasan pendidikan di ruas Jalan Pocut Baren dirasakan sangat mempengaruhi meningkatnya volume lalu – lintas.Hal ini ditunjukkan dengan padatnya aktivitas yang terjadi pada saat pergi dan pulang sekolah.Selain itu juga penggunaan lahan parkir yang tidak disediakan oleh pemilik bangunan sekolah, sehingga banyak kendaraan yang parkir di bahu jalan sehingga mengakibatkan kemacetan.Tujuan dari penelitian ini adalah untuk menganalisis kemacetan lalu lintas yang terjadi pada kawasan pendidikan disepanjang ruas Jalan Pocut Baren.Penelitian ini dilakukan selama 3 hari yaitu Senin 17 Juli 2017, Selasa 18 Juli 2017 dan Kamis 20 Juli 2017 diambil pada jam puncak pagi, siang dan sore hari dimulai dari jam 07.00 – 09.00, 12.00 – 14.00 dan 15.00 – 16.00 WIB. Perhitungan kapasitas jalan ditinjau dengan menggunakan Metode Manual Kapasitas Jalan Indonesia (MKJI) 1997.Hasil penelitian menunjukkan bahwa pengaruh kawasan pendidikan terhadap ruas Jalan Pocut Baren terjadi volume puncak pada hari Senin pagi, dimana volume lalu lintas (Q) = 1958 smp/jam, nilai kelas hambatan samping (SCF) = H (tinggi), kapasitas (C) = 2349 smp/jam, dengan nilai derajat kejenuhan (DS) = 0,83 yang menggambarkan tingkat pelayanan jalan termasuk kategori D (mendekati arus tidak stabil).
STRATEGI PENERAPAN EKO-DRAINASE DI KAWASAN GAMPOENG KEURAMAT BANDA ACEH Habibi, Munzirwan; Fatimah, Eldina; Azmeri, Azmeri
Jurnal Teknik Sipil Vol 6, No 3 (2017): Volume 6, Nomor 3, Mei 2017
Publisher : Department of Civil Engineering, Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (172.529 KB)

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”.
PEMODELAN FISIK BENDUNGAN UNTUK PENGAMATAN GARIS FREATIS BERDASARKAN KEMIRINGAN LERENG SEBELAH HULU Azmeri, Azmeri; Rizalihadi, Maimun; Vinanda, Rima
Jurnal Teknik Sipil Vol 3, No 1 (2013): Jurnal Teknik Sipil Volume 3, Nomor 1, September 2013
Publisher : Department of Civil Engineering, Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (189.472 KB)

Abstract

Seepage problems that often appeared on a main-dam. The purpose of this study is to observe the flow pattern of phreatic line that occur on the dam body and to count the seepage discharge that come about. This research was conducted using the seepage body model that made from yellowish clay with 70 % levels of density and had 4,9 x 10-7 permeability values which variating upstream slope angle. The amount of upstream slope angle that variated was 41,15°, 46,29°, and 52,74°, whereas the downstream was 50,33°. This model test research utilized 10 mm thick glass vassel with 180 cm length, 44 cm width, and 68 cm high as well as 1 : 25 scale from the old researcher. This research had 3 high water catchment variations, those were 35 cm, 45 cm, and 55 cm. In this research, in the 41,15°, 46,29°, and 52,74° upstream slope angle, only in the 55 cm water catchment condition that meet Cassagrande Method. The amount of discharge produced from the calculation and physical modelling each for are for 41,15°, 46,29°, 52,74° was 6,01 x 10-6 cm3/det and 7,96 x 10-6 cm3/det, 5,37 x 10-6 cm3/det and 7,21 x 10-6 cm3/det, 5,81 x 10-6 cm3/det and 7,65 x 10-6 cm3/det. The discharge differenciation from the calculation result and the research showed that calibration modeling is not yet perfect. The result, obtaining from this study represented that the dam body condition accompanied by variating the upstream slope angle also affects the size of the seepage that occurs.
PENGARUH PILAR JEMBATAN PANGO TERHADAP POLA ALIRAN SUNGAI KRUENG ACEH Putra, Teuku Devansyah; Fatimah, Eldina; Azmeri, Azmeri
JURNAL TEKNIK SIPIL Vol 1, No 4 (2018): Volume 1 Special Issue, Nomor 4, Februari 2018
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2293.954 KB) | DOI: 10.24815/jts.v1i4.10062

Abstract

Abstract: Pango Fly Over is located in the coordinate of 50 32' 07.32" LU (North Latitude) and 950 20' 52.90” BT (East Longitude) on Pango Village, Ulee Kareng Sub District, Banda Aceh. This bridge was built across Krueng Aceh River and the pillars were built in the river so that it narrows the river cross section and affecting the increasing of flow velocity. From the research location observation, it is found that the bridge pillars cause the more narrowing of the river cross section and there is the damage of the riverbank around the river bend located in the downstream of the pillars. If there is no further follow up, it will erode the national road. This research aims to find out flow pattern without and with the pillars, and to know the flow pattern behavior in the river bend. This research uses Surface Water Modeling System (SMS Version 11.2) Program. The length of the river reviewed is ± 500 meters. The flow discharge used in this research is the flood discharge which the period is Q – 100 and the value is 627.74 m³/second (passing the Pango Fly Over). From the result of the flow patter simulations, it is obtained that the maximum flow velocity without the pillars found in the middle location of V3 reviewed point on the distance 45 m from the riverbank is 0.45 m/sec and maximum flow velocity with the pillars found in the middle location of V3 reviewed point on the distance 33 m from the riverbank is 0.35/sec. In the outer bend of the flow pattern simulation result without pillars, it is obtained that the maximum velocity found in V6 reviewd location on the distance 50 m is 0.83 m/sec in the left side of the flow.Meanwhile in the downstream of the bend, the maximum velocity wit the bridge pillars found in V6 reviewd location on the distance 50 m is 0.95 m/det in the left side of the flow. In the bridge pillars downstream location, there is the river bend required the riverbank reinforcement and the riverbed reinforcement in order to avoid the erosion in the riverbank, because it will endanger the public facilities. Abstrak: Jembatan fly over Pango berada pada koordinat  50 32' 07.32" LU dan 950 20' 52.90” BT terletak di desa Pango Kecamatan Ulee Kareng kota Banda Aceh. Jembatan ini di bangun melintang Sungai Krueng Aceh dan pilar jembatan dibangun pada sungai sehingga terjadi penyempitan penampang sungai yang menyebabkan kecepatan aliran bertambah, Dari tinjauan lokasi penelitian pilar jembatan semakin mengalami penyempitan penampang sungai dan terjadi kerusakan tebing di sekitar belokan sungai yang berada di hilir jembatan. Bila tidak segera di tindak lanjuti akan berdampak tergerusnya jalan nasional. Penelitian ini bertujuan untuk mengetahui pola aliran tanpa adanya pilar dengan adanya pilar serta untuk mengetahui perilaku pola aliran yang terjadi pada belokan sungai. Penelitian ini menggunakan program Surfacewater Modeling System (SMS. Versi 11.2). Panjang sungai yang di tinjau ± 500 meter. Debit aliran yang digunakan pada penelitian ini mengunakan debit banjir periode ulang Q-100 tahunan yaitu 627,74 m³/detik (yang melewati jembatan fly over Pango). Dari hasil simulasi pola aliran didapatkan besaran kecepatan aliran tanpa pilar pada lokasi tengah aliran pada titik tinjauan V3 dengan jarak 45 m dari tanggul sungai kecepatan maksimumnya 0,45 m/det dan besaran kecepatan aliran dengan adanya pilar jembatan pada lokasi tengah pilar pada titik tinjauan V3 dengan jarak 33 m dari tanggul sungai kecepatan maksimumnya 0,35 m/det. Pada belokan luar dari hasil simulasi kecepatan aliran tanpa pilar besaran kecepatan maksimum pada titik tinjau V6 dengan jarak 50 m yaitu 0,83 m/det pada kiri aliran. Sedangkan di hilir belokan pada titik tinjau V6 dengan jarak 50 m dengan adanya pilar jembatan besaran kecepatan maksimum yaitu 0,95 m/det kiri aliran. Pada hilir pilar jembatan terdapat belokan sungai yang memerlukan perkuatan tebing dan perkuatan dasar agar tidak terjadi erosi di tebing sungai, sebab hal ini dapat membahayakan terhadap fasilitas umum.
PREDIKSI LOKASI RAWAN PEMBENDUNGAN ALAMI PADA DAERAH ALIRAN SUNGAI SEBAGAI MITIGASI BENCANA BANJIR BANDANG (DAS KRUENG TEUNGKU-KECAMATAN SEULIMUM-ACEH BESAR-PROVINSI ACEH) Dirwan, Dirwan; Azmeri, Azmeri; Fauzi, Amir
Jurnal Teknik Sipil Vol 3, No 1 (2013): Jurnal Teknik Sipil Volume 3, Nomor 1, September 2013
Publisher : Department of Civil Engineering, Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (311.099 KB)

Abstract

Flash floods have repeatedly occurred in Aceh province and happened at Seulimum Aceh Besar district on January 2, 2013. The flash floods flows to Krueng Raya and crashing Beureuneut village. Flash floods caused 90 % of the 90 houses in the village were submerged with a height varying between 1-3 meters. It is the repeat disaster. In 1980 a similar disaster has also resulted in a loss of community life. But until now there hasn’t been the availability of early warning systems particularly describing the the upstream of sub-watershed Krueng Tengku. Therefore this study aimed to evaluate volume of the natural damming. The results obtained is based on surface geological conditions in the upstream and downstream of the sub-watershed map of Krueng Tengku (SIMDAS KEMENHUT, 2012) and clarified through the maps of Google Earth Pro, field surveys, reflecting there are 2 (two) the natural dammings potential flooding flash if the collapse of a natural dam. Based on the soilcondition, land slope, land cover, then the condition that there is potential for containment dam collapse. Extensive analysis of the volume and surface damming through maps withdifference elevation of 1 meters+202 m to +210 m MSL. The maximum volume of natural damming 29.175.347,31 m3 and area of 3.160.747,69 m2(location I). Extensive analysis of the volume and surface damming through maps withdifference elevation of 2 meters+114 m to +122 m MSL. The maximum volume of natural damming 909,841.19 m3 and area of 282,048.36 m2(location II). Extensive damming of providing a very high hazard potential in the event of a dam collapse
Analisis Ketersediaan Air dan Sistem Operasi dengan Metode Dinamik Deterministik (Studi Kasus Waduk Sukawana – Sungai Cimahi) Azmeri, Azmeri; Legowo, Sri; Kridasantausa, Iwan
Jurnal Teknik Sipil Vol 11, No 3 (2004)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (132.569 KB)

Abstract

Abstrak. Metode simulasi dan optimasi merupakan dua metode yang sering digunakan dalam pengelolaan sumberdaya air. Dalam penulisan makalah ini metode tersebut digunakan untuk memperoleh suatu metode pemanfaatan sumberdaya air dari Waduk Sukawana pada Sungai Cimahi - Jawa Barat. Metode simulasi yang digunakan adalah untuk mencoba berbagai pemanfaatan kebutuhan air diantaranya air minum, irigasi, industri dan PLTMH mulai dari tahun 2003 sampai 2028. Dari simulasi neraca air untuk 2 (dua) alternatif yaitu untuk Q80 diperoleh volume tampungan waduk untuk tahun 2003 (25,847x106 m3), tahun 2008 (25,665 x106 m3), tahun 2018 (26,277 x106 m3) dan tahun 2028 (41,284 x106 m3). Sedangkan untuk Q50 diperoleh volume tampungan waduk untuk tahun 2003 (17,506 x106 m3), tahun 2008 (17,325 x106 m3), tahun 2018 (17,936x106 m3) dan tahun 2028 (20,784 x106 m3). Dari optimasi operasi waduk dengan program dinamik deterministik menghasilkan pola operasi untuk waduk Sukawana. Pada tahun basah, normal dan kering, storage bulan Januari dan Desember berada pada elevasi maksimum 1475m. Pada bulan Mei sampai September terjadi penurunan elevasi air di waduk. Taraf muka air normal dijadikan pedoman dalam menjalankan operasi waduk. Taraf muka air normal yang ditentukan sebagai permulaan adalah pada bulan Mei, dimana tinggi air waduk diusahakan mencapai elevasi maksimum Untuk mencegah bahaya banjir, muka air waduk antara bulan Oktober sampai dengan bulan April diusahakan di bawah elevasi maksimum.Abstract. Simulation and optimation methods is often used in management of water resources. In this thesis, the method are used to get method exploiting of water resources from accumulating Sukawana reservoir at River of Cimahi - West Java. Method Simulation is used to try various exploiting of amount of water required among others drinking water, irrigation, industrial and PLTMH start from year 2003 until 2028. From balance simulation for two alternativies that is for Q80 obtained by volume accomodate accumulating reservoir for year 2003 ( 25,847x106 m3), year 2008 ( 25,665 x106 m3), year 2018 ( 26,277 x106 m3) and year 2028 (41,284 x106 m3). For Q50 obtained by volume accomodate accumulating basin for year 2003 (17,506x106m3), year 2008 ( 17,325 x106 m3), year 2018 (17,936x106m3) and year 2028 (20,784 x106 m3). From optimation operate for accumulating reservoir with program of dinamic deterministic yield pattern operate for accumulating Sukawana reservoir. Wet in the year, dry and normal, January month moon storage capacity and December at maximum elevation 1475m. In May until September happened degradation of elevasi in accumulating basin. Normal water level which determined as start is in May, where is high of accumulating basin water laboured to reach maximum elevation. To prevent effect of floods, hence water level of accumulating basin during the month October up to April under of highest maximum elevation.
Observasi Garis Freatis pada Model Bendungan Berdasarkan Kepadatan Tanah Melalui Model Fisik Azmeri, Azmeri; Rizalihadi, Maimun; Yanita, Irma
Jurnal Teknik Sipil Vol 20, No 1 (2013)
Publisher : Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (481.689 KB)

Abstract

Abstrak. Kestabilan tubuh bendung tergantung pada besar kecilnya rembesan yang terjadi. Tujuan penelitian ini adalah untuk melihat dan mengamati pola aliran garis freatis yang terjadi pada tubuh bendungan serta menghitung debit rembesan yang dihasilkan. Penelitian ini menggunakan model tubuh bendungan yang terbuat dari tanah lempung kekuning-kuningan dengan memvariasikan tingkat kepadatan tanah sebesar 60%, 65%, dan 70%. Penelitian uji model menggunakan bejana kaca setebal 10 mm dengan panjang 180 cm, lebar 44 cm, dan tinggi 68 cm dengan skala 1 : 25 dari prototipenya. Penelitian ini memiliki 3 variasi tinggi air tampungan, yaitu 35 cm, 45 cm, dan 55 cm. Pola aliran rembesan ini dianalisis dengan menggunakan teori perhitungan aliran yaitu metode Dupuit, metode Schaffernak, dan metode Cassagrande. Pada penelitian ini, pada kondisi kepadatan tanah 60%, 65%, dan 70% hanya pada kondisi air tampungan 55 cm yang dapat memenuhi metode Cassagrande. Besar debit yang dihasilkan menurut perhitungan dan penelitian masing-masing untuk kepadatan 60%, 65%,70% adalah 6,015 x 10-6 cm3/det dan 8,07 x 10-6 cm3/det, 5,806 x 10-6 cm3/det dan 7,80 x 10-6 cm3/det, 5,372 x  10-6 cm3/det dan 7,21 x 10-6 cm3/det. Perbedaan debit dari hasil perhitungan dan penelitian menunjukkan kalibrasi pemodelan belum sempurna. Hasil yang didapat menunjukkan bahwa semakin tinggi tingkat kepadatan tanah pada tubuh bendungan maka semakin kecil debit rembesan yang dihasilkan. Abstract. Stability of dam depends on the size of the seepage that occurs. The purpose of this study was to see and observe flow pattern of phreatic line occurred on dam body and calculate the resulting seepage discharge. This study used a model dam body made of yellowish clay with varying soil density 60%, 65%, and 70%. Model test study used 10 mm thick glass vessel with a length of 180 cm, width of 44 cm, height of 68 cm with a 1:25 scale of prototype. This study had three height variations of water level, which is 35 cm, 45 cm, and 55 cm. Seepage flow pattern was analyzed by using flow computation theories, namely Dupuit, Schaffernak, and Cassagrande method. The discharge resulting from the calculation and physical modelling each soil density are for 60%, 65%, 70% was6,015 x 10-6 cm3/det and 8,07x10-6 cm3/det, 5,806 x 10-6 cm3/det and 7,80 x 10-6 cm3/det, 5,372 x 10-6 cm3/det and 7,21 x 10-6 cm3/det Differences in discharge from the calculation and studies indicated that the calibration models were not perfect. The results obtained show that the higher the density of the soil on the dam body, the smaller the resulting seepage discharges.
Disaster Recovery Indicators of Housing Reconstruction: The Story of Post Tsunami Aceh, Indonesia Azmeri, Azmeri; Mutiawati, Cut; Al-Huda, Nafisah; Mufiaty, Hilda
International Journal of Disaster Management Vol 1, No 1 (2017): International Journal of Disaster Management
Publisher : TDMRC Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (875.173 KB)

Abstract

The earthquake and tsunami that hit Aceh in December 2004 have come to represent the worst natural disaster in living memory. Post-disaster housing reconstruction was one of the concerns in re-building a better and safer Aceh. The rehabilitation and housing reconstruction works pose an immense challenge because of lack of expertise, resources, and coordination. This research was aimed to evaluate the housing rehabilitation and reconstruction process after one decade. Focus Group Discussion (FGD) was selected as the main data collection technique to achieve comprehensive discussion among all actors involved in the reconstruction process. It was concluded that there are four indicators that poses as strains and support of post-disaster housing rehabilitation and reconstruction process in Aceh. They are (1) housing delivery process, (2) community participation in housing design and supervision, (3) procurement for building materials and skilled labors, and (4) government involvement and policy. Coordination is also a significant factor that was neglected. Suggestions for better future practices are presented, such as ensuring the accuracy of beneficiaries’ data to avoid overlapping; intensifying the role of government at every stage of the reconstruction processes; engaging the community to be actively involved in rehabilitation and reconstruction process.
FAKTOR DOMINAN DAN STRATEGI PENYEDIAAN AIR BERSIH DI DESA RAWAN AIR BERSIH PADA KECAMATAN BAITUSSALAM KABUPATEN ACEH BESAR Ferdinansyah, Erwin; Azmeri, Azmeri; Fatimah, Eldina
JURNAL TEKNIK SIPIL Vol 1, No 4 (2018): Volume 1 Special Issue, Nomor 4, Februari 2018
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (881.294 KB) | DOI: 10.24815/jts.v1i4.10051

Abstract

Abstract: Baitussalam sub-district is one of the areas vulnerable to water in the district of Aceh Besar. During this time the District community Baitussalam it difficult to obtain a continuous flow of clean water. This is due to the remote location of the water source so as to obtain clean water, people need a lot of time and effort. Villagers District of Baitussalam were not served with clean water Regional Water Company (PDAM) Tirta Mountala, using ground water as clean water. Problems arise when the dry season, the ground water level has decreased, even loss of water discharge at all. This study aims to identify the dominant factors that may affect the distribution of water supply and analyze the strategy of water supply clean water prone villages in the subdistrict of Aceh Besar district Baitussalam. This research was conducted with questionnaires and interviews. Observations were made on the District community Baitussalam unserved water from PDAM Tirta Mountala. The results showed that the dominant factor affecting the distribution of clean water in District Baitussalam is an area that will be served by PDAM Tirta Mountala, and the allocation of increased funding water infrastructure. Strategy clean water supply in villages prone to water in the District Baitussalam is a set of service areas by PDAM Tirta Mountala towards building water treatment, then allocate increased funding water infrastructure, improve the discharge source of clean water related water needs in each village, and do development of Drinking Water Supply system (SPAM). Abstrak: Kecamatan Baitussalam merupakan salah satu kawasan rawan air bersih yang ada di Kabupaten Aceh Besar. Selama ini masyarakat Kecamatan Baitussalam mengalami kesulitan untuk mendapatkan air bersih yang kontinu mengalir. Hal ini disebabkan karena lokasi yang jauh dari sumber air sehingga untuk mendapatkan air bersih, masyarakat membutuhkan banyak waktu dan tenaga. Masyarakat desa Kecamatan Baitussalam yang tidak terlayani air bersih Perusahaan Daerah Air Minum (PDAM) Tirta Mountala, menggunakan air tanah sebagai air bersih. Permasalahan timbul saat musim kemarau, muka air tanah mengalami penurunan, bahkan kehilangan debit air sama sekali. Penelitian ini bertujuan untuk mengindentifikasi faktor dominan yang dapat mempengaruhi distribusi penyediaan air bersih dan menganalisis strategi penyediaan air bersih di desa rawan air bersih pada Kecamatan Baitussalam Kabupaten Aceh Besar. Penelitian ini dilakukan dengan penyebaran kuesioner dan wawancara. Pengamatan dilakukan pada masyarakat Kecamatan Baitussalam yang belum mendapatkan pelayanan air dari PDAM Tirta Mountala. Hasil penelitian menunjukkan bahwa faktor dominan yang mempengaruhi distribusi air bersih di Kecamatan Baitussalam adalah luas wilayah yang akan dilayani oleh PDAM Tirta Mountala, dan alokasi dana peningkatan prasarana air bersih. Strategi penyediaan air bersih di desa rawan air bersih pada Kecamatan Baitussalam adalah menetapkan wilayah pelayanan oleh PDAM Tirta Mountala terhadap bangunan pengolahan air bersih, kemudian mengalokasikan dana peningkatan prasarana air bersih, meningkatkan debit sumber air besih terkait kebutuhan air pada masing-masing desa, dan melakukan pengembangan Sistim Penyediaan Air Minum (SPAM).
DROUGHT ANTICIPATION ON IRRIGATION LAND USING TRADE-OFF MODEL ON CASCADE RESERVOIR OPERATION Azmeri, Azmeri
Jurnal Teknik Sipil Vol 1, No 1 (2011): Volume 1, Nomor 1, September 2011
Publisher : Department of Civil Engineering, Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (727.225 KB)

Abstract

Abstract: An experiment based on literatute review and secondary data collecting to study and develop a software that can be operated by the users interactively and friendly, has been conducted. The results show that, on the trade – off curve based on the equal service level between energy and irrigation water, gained that the level to the energy demands of the smaller line with increased service levels, meet the demands of the irrigation water. Based on the trade-off analysis, however, for the dry year of 82.5%, show that both for these demands with the equal service level, were obtained.Keywords : software, trade-off curve, the equal service level, energy, irrigation, dry periodeAbstrak: Penelitian ini bertujuan untuk mengembangkan software yang dapat dioperasikan oleh pengguna (operator waduk) secara interaktif dan user friendly. Pada kurva trade-off berdasarkan tingkat layanan yang sama antara energi dan air irigasi, diperoleh bahwa tingkat layanan terhadap kebutuhan energi semakin kecil seiring dengan peningkatan tingkat layanan untuk pemenuhan kebutuhan air irigasi. Berdasarkan analisa trade-off, maka untuk tahun kering diperoleh sebesar 82,5% untuk kedua kebutuhan tersebut dengan tingkat layanan yang sama.Kata kunci : software, kurva trade-off, tingakt layanan yang sama, energi, irigasi, tahun kering.