1,720,976 research outputs found
SISTEM PENGAKUTAN SAMPAH DI KOTA MEULABOH
Full text linkSabang city is one of the major tourist destinations in Aceh province and needs to ensure its area is in a low-risk flood inundation zone. However Sabang city has not had a good and comprehensive drainage system yet and often experienced flood. Its Sabang's topographical feature which consists of mountains, hills, and plains, has caused the drainage system of Sabang to be unique and special. According to Sabang Spatial Plan Year 2012 to 2017, Sabang should improve the function of its drainage infrastructures immediately. Nonetheless, due to budget constraints it is necessary to determine the handling priority of drainage system of Sabang city during the next 20 years. Determination of handling priority of Sabang’s drainage system is based on the physical, demographic, and environmental aspect and is in accordance with survey results and analysis of secondary data. The selection of priority of service areas is performed by weighted average method. Based on the analysis of the three factors described above, it can be seen that the handling priority of subwatershed for short-term is in subwatershed Anoi Itam, subwatershed Krueng Balohan and sub- watershed Pria Laot; medium-term is in subwatershed Keunekai, subwatershed Ceunohot, subwatershed Aneuk laot, subwatershed Paya Seunara; and long-term is in subwatershed Ceuhum, subwatershed Ujung Bau, subwatershed Gua Sarang, subwatershed Teupin Kareung and subwatershed Iboih. Keywords : Priority, drainage system, weighting average, Sabang cit
Analisis Kelayakan Ekonomi Transportasi (studi kasus project package JBN 1 Construction road Kabupaten Aceh Barat Provinsi Aceh)
Full text linkFungsi jalan ini merupakan infrastruktur penghubung antara Banda Aceh dengan Meulaboh. Evaluasi dilakukan dengan cara mengidentifikasi dan mengetahui faktor-faktor yang menjadi parameter kelayakan ekonomi transportasi pada Jalan Lueng Gayo – Arongan Lambalek pada Sta 198+000 – Sta 216+000. Metode yang digunakan ialah skenario jalan dengan kondisi existing dan jalan yangdimodifikasi dengan sistem teknologi Cakar Ayam Modifikasi (CAM) pada jalan yang sama, dan membandingkan hasil dari nilai VOC, NPV, BCR, EIRR untuk mengetahui apakah proyek JNB1 tersebutlayak serta membandingkan ke dua skenario tersebut mana yang lebih ekonomis. Hasil analisis menunjukkan bahwa nilai VOC dengan menggunakan persamaan yang dikembangkan PT. PCI (PacificConsultant International), diketahui jalan yang dimodifikasi dengan sistem teknologi Cakar Ayam Modifikasi (CAM) lebih hemat Rp. 90.170,4 dari kondisi jalan existing. Hasil perhitungan NPV, BCR,dan EIRR pada jalan JNB1 untuk kondisi jalan existing (metode pemasangan geotextile dan geogrid serta penggunaan cerucuk khusus) dengan jalan dimodifikasi dengan sistem teknologi Cakar Ayam Modifikasi (CAM) diketahui nilai NPV,BCR, dan EIRR lebih besar pada jalan existing bila dibandingkan pada jalan sistem teknologi Cakar Ayam Modifikasi (CAM). Kedua alternatif jalan tersebut dinyatakan layak proyek karena telah memenuhi persyaratan dimana NPV ≥ 0, BCR > 1 dan EIRR > social discount rate yang berlaku
ANALISIS JUMLAH LUBANG RESAPAN BIOPORI PADA LAHAN TERBUKA KAMPUS FAKULTAS TEKNIK UNIVERSITAS TEUKU UMAR
Full text linkThis study aims to determine the number of biopori infiltration holes (LRB) that can increase water absorption into the soil, so as not to become a puddle. This happens because of land use changes that occurred in the campus field Teuku Umar University, including in the Engineering Faculty Teuku Umar University. Changes in land use and reduced open space on the UTU campus are expected to result in shrinking infiltrated rainwater and causing increased surface run-off. Increasing the flow of this surface can cause the existing drainage channel dimensions are not enough anymore so the water is abundant and there are floods inundation. Therefore, in order to avoid flooding this puddle, it is necessary to enlarge the infiltrated rain water, among others, with “Lubang Resapan Biopori” (LRB). The location of the LRB is done in front of the Faculty of Engineering building located on the UTU campus land, the LRB manufacture is done in 3 locations but one of the locations can not be used because of high runoff and puddles, therefore only 2 locations are made LRB manufacture, 3 cylindrical holes are made by digging in the soil using manual drill tool, 10 cm diameter drill bit and 80-100 cm long, and 100 cm LRB spacing, then organic waste. From the results of data analysis, the number of biopori infiltration holes recommended for the UTU Faculty of Engineering area requires as many as 68 LRB. Keywords : LRB, Rainfall, Surface Run-off, Organic waste, Engineering Faculty of UT
Biaya Operasional Sepeda Motor Matic Dan Manual
Full text linkThis research was conducted to find out the comparison of operational cost of motorcycle between matic and manual. Determining adequate model for operational cost of two-wheeled motor vehicle, analyzing and identifying factors influencing operational cost of two-wheeled vehicles in Blang Puuk Village, Seunagan Sub-district. In this research, the statistical test, which includes correlation coefficient analysis, multiple linear regression, coefficient of determination (R2), T test and F test of dependent variable and independent variable. In performing statistical tests, data processing uses SPSS (Statistical Product and Service Solution) software version 23. Then after statistical tests continued by calculating the operational cost of vehicles based on type, capacity, and assembly year which includes fixed cost and cost variable (variable cost). The result of the research shows that the analysis model of Vehicle Operating Cost (BOK) of two wheel in Blang Puuk Village is Y = 11,167 + 0,004X1 + 0,001X2 + 0,000X3 + 0,002X4 - 0,003X5 + 0,001X¬6 + 0,001X7 + 3,905X8. The most dominant factor influences travel in this case the operational cost is the use of fuel. Maximum Vehicle Operational Cost (BOK) for every 1 km of travel: vehicles with capacity of 100 CC (duck type) of 2004-2009 assembly year which is Rp. 865.75; capacity of 125 CC (duck type) of assembly year 2004-2009 and 2010-2015 amounting to Rp. 674,78 and 605,57; capacity 110 CC (scooter matic type) assembly year 2004-2009 and 2010-2015 that is equal to Rp. 570,88 and Rp. 995,05; capacity 115 CC (scooter matic type) assembly year 2004-2009 and 2010-2015 that amounted to Rp. 629, 60 and Rp. 762, 96. Keywords: Modeling, BOK, Vehicle, SPS
TINJAUAN ULANG KINERJA SIMPANG BERSINYAL PADA SIMPANG KISARAN MEULABOH
Full text linkAs the population increases and the growth of vehicles especially in urban areas causes traffic crowds. Roads are a very important means of land transportation to consider in order to support the progress of an urban area. Increasing the volume of traffic on urban roads, especially in the city of Meulaboh precisely deviated from the range caused by the increasing growth of traffic vehicles, especially during rush hour. Kisaran intersection connects Sisimangaraja road to Gajah Mada street, from Gajah Mada road heading Manekro road, and from Imam Bonjol road toward Sisimangaraja road. This intersection is one of the roads that is always crowded and very strategic and is used as access to get to the city center. Re-evaluate the performance of the signal intersection to find out the capacity, degree of saturation, delay, length of the queue and the number of stalled vehicles, which is based on the current traffic volume. The problem to be raised and also the purpose of this study is to determine the performance of the intersection of the Intersection Junction based on current traffic flow conditions. The method used is the Indonesian Road Capacity Manual Method 1997. Based on the results of the analysis of calculations, the volume of traffic flow of Manekro 3218 pcu / hour with a capacity of 1963 pcu / hour, Imam Bonjol road 2855 pcu / hour with a capacity of 1741 pcu / hour, Sisimangaraja road 2981 pcu / hour with a capacity of 1818 pcu / hour and the Gajah Mada road. Keywords: Evaluation, Signalized Intersection, Intersection Performanc
ANALISA TINGKAT LAYANAN JALAN MENGGUNAKAN METODE STANDAR PELAYANAN MINIMAL (SPM)
Full text linkRoad service assessments need to be carried out periodically both structurally and non-structurally. The minimum servant standard (SPM) of the road is a measure of the road that must be implemented by the government that the road can be operated in accordance with the standards mandated by government regulations. The purpose of this research was to find out the level of service performance of the road network in Suak Indrapuri - Lapang and to see road connectivity in Johan Pahlawan District, West Aceh. The evaluation results on the three road routes in Johan Pahlawan District showed that the accomplishment of SPM from accessibility aspects on route I was 0.148, route II was 0.133 and on route III 0.140 that it show did not meet the SPM standard for road network performance <1.50. While the accomplishment of SPM from the aspect of mobility on route I was 0.099, route II 0.089 and on route III 0.094 that it show did not meet the SPM standard for road network performance <1.0. The application of SPM accomplishment from the aspect of accidents on route I 1,354, route II 1,507 and on route III 1,434 which shows that it has met the SPM standard for road network performance <2. The evaluation results of the SPM for road services have good road conditions which the SPM standard for road services of at least 60%. The evaluation results showed that on route I was 66.290%, route II was 66.292%. and on route III 66.259%. Realization of accomplishment of SPM connectivity up to 2018 47.62%, so the need for realization of accomplishment of regional connectivity SPM until 2019 can be achieved 100%. Keywords: SPM road network, road section, service level
Analisis Nilai Kondisi Jalan dan Kemantapan Jalan Sebagai Jalur Evakuasi
Full text linkJalan berperan penting sebagai akses atau jalur yang digunakan untuk akses atau jalur evakuasi yang digunakan pada saat terjadinya bencana, seperti gempa. Jalur evakuasi adalah jalur yang menghubungkan dari semua titik ke suatu titik tujuan atau titik kumpul (zona aman). Pada saat terjadinya bencana seperti gempa masyarakat dipesisir pantai dihimbau agar menjauh dari pantai, sehingga jalur yang digunakan untuk evakuasi harus dalam kondisi permukaan baik dan tidak membelok. Jika dilihat secara visual hamper semua jalur evakuasi mencapai kondisi baik namun ada beberapa kondisi jalan yang mengalami kerusakan khususnya pada ruas jalan di Kecamatan Johan Pahlawan Kabupaten Aceh Barat. Jika jalur evakuasi dalam kondisi rusak akan berdampak pada keselamatan masyarakat yang menggunakan jalur tersebut ketika terjadinya bencana alam. Hal ini disebabkan karena pada waktu tempuh kendaraan akan menjadi lebih pelan. Pada penelitian ini dilakukan penilaian terhadap kondisi permukaan jalan diperoleh dengan pengukuran menggunakan metode International Roughness Index (IRI) dan metode Surface Distress Index (SDI) untuk mengidentifikasi kondisi jalan dan kemantapan jalan sebagai jalur evakuasi di Kecamatan Johan Pahlawan. Jalur evakuasi ini dibagi kedalam 11 rute, dimana kondisi kemantapan jalan sebesar 90% berada pada ke 11 rute jalur evakuasi dan 10% dalam kondisi tidak mantap terdapat pada rute 7 dan 9. Berdasarkan hasil analisis dengan metode diatas maka jenis penanganan adalah pemeliharaan rutin sebesar 8%, serta pemeliharaan berkala sebesar 92%. Sedangkan jenis penanganan jalan dengan menggunakan metode SDI diperoleh pemeliharaan rutin 100%. Kondisi kematapan jalan sebesar 90% untuk ke 11 rute pada Kecamatan Johan Pahlawan layak dijadikan sebagai jalur evakuasi
ANALISIS TARIKAN PERGERAKAN PENGUNJUNG PASAR BINA USAHA DI KOTA MEULABOH
Full text linkPrior to expansion of area, West Aceh had an area of 10,097.04 km2 or 1,010,466 ha after expansion of the West Aceh area to 2,927.95 km2, consisting of 12 sub-districts and 322 villages. The city of Meulaboh is located in Johan Pahlawan Subdistrict, one of the sub-districts of Meulaboh City that has a shopping center, the Business Development Market. Pasar Bina Usaha is the best-selling shopping center on the southwest coast, with congestion due to increasing community activity. This increase in activity is caused by the large number of movements of houses - markets - houses that affect the existing transport system. Against this background, it is necessary to examine the trait of the movement of the community from the home market house with the attraction model of the market visitors. Based on the analysis of the dominant factors influencing the attractiveness of the business market visitors, the number of family members (X1), the number of motorcycles (X3), the number of marketers (X9), the transport costs (X11), the number of marketers per day (X12) travel time (X15) and age (X16). Weekdays are dominated by the number of family members (X1), the number of motorcycles (X3), the distance of the market houses (X8), the number of marketers (X9), the number of marketers per day (X12), the purchase cost (X14 ) and travel time (X15), age (X16
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