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All Journal Jurnal Ilmiah Elektronik Infrastruktur Teknik Sipil Jurnal Ilmiah Teknik Sipil Buletin Udayana Mengabdi Jurnal Spektran Jurnal Energi Dan Manufaktur Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Rekayasa Sipil Jurnal METTEK (Jurnal Ilmiah Nasional Dalam Bidang Ilmu Teknik Mesin) Jurnal Teknik Sipil Journal of Geoscience, Engineering, Environment, and Technology Jurnal Teknologi Transportasi dan Logistik

D.M Priyantha Wedagama

Department Of Civil Engineering, Faculty Of Engineering, Udayana University Bukit Jimbaran - Bali, Indonesia 80361.

Author-ID : 347780

Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Mechanical Engineering Physics Transportation Other

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METODE ELIPSOIDA KESALAHAN SEBAGAI METODE ALTERNATIF UNTUK ANALISIS LOKASI RAWAN KECELAKAAN LALU LINTAS D.M Priyantha Wedagama
Jurnal Ilmiah Teknik Sipil Vol. 14, No. 1 Januari 2010
Publisher : Department of Civil Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (301.463 KB)

Ellips Errors were constructed to analyse pedestrian accidentsconcentrations in Newcastle, England. More specifically, Ellips Errors were used toanalyse both spatial and temporal patterns of pedestrian accidents. Having observedthese patterns, cyclic pedestrian accidents would be able to be identified. The studyresults showed that high accident concentration occurred in the Newcastle citycentre area. These were indicated with both centroids and distributions (shown asellips area) of pedestrian accidents. Top priority on pedestrian accidents reduction,therefore, should be paid more on the city centre area. The best result for using thisEllips Error method in Indonesia will be achieved through integrated road accidentsrecording system by means of Global Positioning System (GPS) and GeographicInformation System (GIS). Geographic position of road accidents and detailedmaps of the urban area, i.e. 1:1000 on scale, are required for this Ellips Errormethod.

PENATAAN KAWASAN PEMUKIMAN PENDUDUK BERWAWASAN KEARIFAN LOKAL DI DESA BUGBUG KARANGASEM D.M Priyantha Wedagama; I Nengah Simpen; I Wayan Suditayasa
Jurnal Ilmiah Teknik Sipil Jurnal Ilmiah Teknik Sipil, Vol. 17, No. 2, Juli 2013
Publisher : Department of Civil Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (286.862 KB)

Desa Bugbug terletak di Kabupaten Karangasem dengan jumlah penduduk 2068 KK dengan 10101 jiwa (data Desa Bugbug). Terdapat variasi penghasilan masing-masing keluarga dan bahkan ada yang masih kategori KK miskin. Akan tetapi desa masih memiliki aset tanah yang cukup banyak yang bisa diberikan kepada masyarakatnya untuk dijadikan perumahan (pekarangan). Untuk mengurangi ketimpangan dalam kehidupan itulah Desa Adat Bugbug memprogramkan pemberian tanah untuk perumakan (pekarangan) kepada masyarakat Bugbug yang tidak mampu (KK miskin) dengan tujuan untuk meningkatkan taraf hidupnya. Agar sesuai dengan rencana pengembangan Desa Bugbug ke depan, maka diperlukan suatu tata letak kawasan pemukiman yang berwawasan kearifan lokal, sehingga perlu penataan jalan induk, jalan anak induk, gang, drainase dan sebagainya, agar kawasan tersebut bisa kelihatan asri dan tertata rapi. Namun di lain pihak Desa Adat Bugbug tidak memiliki tenaga ahli dalam hal penataan kawasan pemukiman. Tujuan pokok dari pengabdian masyarakat ini adalah menata kawasan pemukiman penduduk di Bugbug Karangasem yang berwawasan kearifan lokal dengan melakukan perencanaan teknis kawasan. Kegiatan yang dimaksud meliputi pengukuran dan pemetaan topografi rencana kawasan serta fasilitas pendukung seperti perencanaan lokasi jalan dan drainse. Hasil dari penataan ini adalah peta layout yang memuat informasi lokasi dan lebar jalan akses dan jalan lingkungan, lokasi dan luas kapling. Evaluasi hasil dilakukan oleh para pemuka Desa Adat.

PENGEMBANGAN POTENSI DESA KEDISAN TEGALLALANG MELALUI PENERAPAN ALAT TEKNOLOGI TEPAT GUNA I.M.D.B. Penindra; D.M.P. Wedagama
Buletin Udayana Mengabdi Vol 17 No 2 (2018): Buletin Udayana Mengabdi
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Desa Kedisan merupakan salah satu desa yang terletak di Kecamatan Tegallalang, Kabupaten Gianyar. Lokasi Desa Kedisan berdekatan dengan Sungai Petanu di sebelah timur serta panorama Ceking di sebelah barat. KKN PPM di Desa Kedisan telah terlaksana dengan baik berkat kerjasama dari masyarakat, mahasiswa dan dukungan penuh dari pejabat Desa Kedisan. Adapun program yang telah dijalankan selama kegiatan adalah Penyuluhan intensif tentang peningkatan kualitas dan kuantitas hasil produksi kerajinan serta pembuatan mesin pengering dan pembuatan Art Shop di “WARTA SHOP”, penyuluhan mengenai penyakit tanaman padi dan pemanfaatan kotoran hewan ternak untuk pupuk organik dan pembuatan biogas pada kelompok tani ternak, penyuluhan tentang pemanfaatan kotoran babi melalui pembuatan biogas di tempek Manik Sawang, penyuluhan intensif DBD serta pelatihan Self Jumantik di wilayah desa, pemberdayaan lansia melalui latihan senam lansia serta pemeriksaan kesehatan tulang gratis bekerjasama antara mahasiswa, pemerintah kabupaten Gianyar dan PERWATUSI, penyuluhan cuci tangan dan tanaman obat keluarga obat keluarga (TOGA), pemberdayaan karang taruna melalui pelatihan tari bali bagi anak-anak dan karang taruna, pembersihan dan pemberian buku untuk perpustakaan di SD, mengadakan pelatihan bahasa asing, pelajaran dasar, penyuluhan AIDS, narkotika dan psikotropika, penanaman pohon cempaka, albesia, dan Intaran di sekitar lingkungan Desa Kedisan, pembuatan program kependudukan untuk Desa Kedisan, pengadaan tong sampah dan gotong royong rutin serta pembuatan papan nama Desa, objek wisata serta rambu-rambu jalan yang penting di wilayah Desa Kedisan, Kabupaten Gianyar.

ANALISIS PENENTUAN PRIORITAS PENANGANAN JALAN DI KOTA DENPASAR BERDASARKAN METODE ANALYTIC HIERARCHY PROCESS (AHP) DENGAN KOMBINASI METODE FUZZY ANALYTIC HIERARCHY PROCESS (FAHP) DAN TOPSIS Dwi Ayu Wira Savitri; D. M. Priyantha Wedagama; I G. Putu Suparsa
JURNAL SPEKTRAN Vol. 3, No. 1, Januari 2015
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Abstrac :Road handling priority determination is an important tasks faced by decision makers and is regarded as a complex multi-criteria problem. It requires a system to categorise and ranks the project order using several criteria. Officially, SK. No. 77 of the Directorate General of Highway issued in 1990 is a method used in the local government. This method however, has been considered to have limitations to determine road handling priority. Using previous studies, the Analytic Hierarchy Process (AHP) and the combination of FAHP and TOPSIS methods are considered relevant to determine road handling priority. These methods incorporates a variety of criteria which can also be considered by the decision makers. Using the AHP, the criteria of road conditions, traffic volume, economic and policy factors are 41.8%, 25.4%, 21.6 and 11.2% respectively. Meanwhile, a combination methods of FAHP and TOPSIS give the criteria of road conditions, traffic volume, economic and policy factors of 33.8%, 26.6%, 24.7% and 14.9% respectively. Both AHP and FAHP produce the same result in terms of criteria rank. This is not the case however, in the sub criteria rank. This study found that AHP gives road handling priority differently to the SK. No 77 of Directorate General of Highway (1990). In contrast, a combination methods of FAHP and TOPSIS produces road handling priority in the same way to the SK. No 77 of Directorate General of Highway (1990). Denpasar city government is suggested to consider the use of FAHP and TOPSIS method in determining its road handling priority. This method is considered to have a capability to combine many criteria using a priority weighted score. The road handling priority results therefore, are more realistic.

ANALISIS KELAYAKAN FINANSIAL PENGOPERASIAN ANGKUTAN ANTAR JEMPUT SISWA SEKOLAH PADA KORIDOR JALAN GUNUNG AGUNG DENPASAR D. A. Nyoman Sriastuti; I G. Putu Suparsa; D. M. Priyantha Wedagama
JURNAL SPEKTRAN Vol 1, No 1, Januari 2013
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

The population increase in Denpasar City causes the increase of peoples’ activities which is followed by the increase of using transportation facilities. It certainly influences the traffic in the city itself. One of the peoples’ activities causing traffic jams on the streets of Denpasar particularly on Gunung Agung Street is the students’ pick-up service. The jam is mainly caused by the use of private vehicles especially motorcycles for picking-up the students. The problem can be overcome with pick up service so that the use of private vehicles can be minimized. Some advantages can be gained from the pick-up service; it can be done door to door in accordance with the students’ schedules and it can help the parents who are in troubles in bringing and picking-up their children to schools. A planning and an evaluation on aspects of financial investment feasibility towards the students’ pick-up service are needed in order to match both the interests of service providers and the customers. This research used field survey method completed with interview method. The interview method was applied to gain primary data from related parties and from related institutions for the secondary data. Tariff calculation analysis based on the vehicle operational cost (VOC) used a method of Transportation Department, and the Ability to Pay (ATP) tariff and Willing to Pay (WTF) tariff were determined based on respondents’ income and their perceptions toward a tariff they expected. The result of the research shows that the ATP tariff for both routes is higher than WTF tariff; on route I the ATP is Rp. 569,76 per kilometer- passenger (Rp. 4,273 per passenger) and the WTP tariff is Rp. 499,67 per kilometer-passenger (Rp. 3,748 per passenger), on route II the ATP tariff is Rp. 594,46 per kilometer-passenger (Rp. 3,864 per passenger) and the WTP tarrif is Rp. 554,56 per kilometer-passenger (Rp. 3,605 per passenger). Based on the estimation of the passengers, there are 97 vehicles estimated for route I and 38 for route II. Based on the tariff analysis, it can be recommended that tariff based on VOC + 15% margins is Rp. 797,47 per kilometer-passenger (Rp. 5,981 per passenger) for route I and Rp. 1,645,08 per kilometer-passanger (Rp. 10,693 per passenger) for route II. The financial evaluation analysis shows that the three criteria such as Net Future Value, Benefit Cost ration, and Internal Rate of Return for route I and route II are not feasible to be operated if they are operated both by personal and corporation agents.

PENGEMBANGAN ANGKUTAN PEMADU MODADI BANDARA NGURAH RAI Eka Tamar Agustini; Putu Alit Suthanaya; Dewa Made Priyantha Wedagama
JURNAL SPEKTRAN Vol 6 No 1 (2018): Vol. 6, No. 1, Januari 2018
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (198.096 KB)

NgurahRai Airport is the third busiest international airport in Indonesia, after Soekarno-Hatta and Juanda International Airport. NgurahRai Airport services need to be improved, one of them with the development of integrated mode transport route at NgurahRai Airport. The purposes of this research are to analyze the potential demand and characteristic operational systemof integrated mode transport.Based on the results of analyses, it was found that potential demand of integrated mode transport is 15.385 people in 2016 and it is estimated to be 16.154 people in 2017. The number represents the amount of demand of the integrated transport mode for the eight routes of service. The service time is designed for 16 hours / day, divided into two shifts. The first shift operates from 05.00 A.M untill 13:00 PM, followed by the second shift that begin at 13.00 PM to 21:00 PM. The fare is IDR. 10.000 for all routes except Route 8 is IDR 4.500. Keywords: integrated mode transport, potential demand, operational system.

ANALISIS KELAYAKAN INVESTASI ANGKUTAN PARIWISATA DI PROPINSI BALI Cok Putra Wirasutama; P. Alit Suthanaya; D. M. Priyantha Wedagama
JURNAL SPEKTRAN Vol. 3, No. 1, Januari 2015
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Abstract : Tourism is the main sector to increase the economy of Province of Bali. A lot of components involved in this tourism industry such as hotel, restaurant, and other tourism objects. The function of tourism transportation is to connect those places. The objective of this study is to analyze the investment feasibility on the torusim transportation in the Province of Bali. Analysis was performed on PT Gd Bali Transport and PT Amanda Legian Tours using interest rate at 15% and investment duration for 7 years. The outcome for PT Gd Bali Transport was the value of NPV Rp.(-) 11.866.640.000, IRR uncountable, BCR : 0,37 and PBP 21 years. While for PT Amanda Legian Tours was NPV Rp.(-) 875.310.000, IRR uncountable, BCR : 0,77 and PBP 9 years. That outcome indicating that tourism transportation in the Province of Bali was not financially feasible.

ANALISIS PENGARUH PENDAPATAN TERHADAP KEPEMILIKAN MOBIL DAN SEPEDA MOTOR PADA RUMAH TAGGA DI SEPANJANG KORIDOR TRAYEK TRANS SARBAGITA I B. Wirahaji; D. M. Priyantha Wedagama; P. Alit Suthanaya
JURNAL SPEKTRAN Vol. 2, No.2, Juli 2014
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

Sarbagita region is currently facing problems such as traffic congestion roads. High private vehicle ownership has a direct impact on the community in using public transport. Secondary data are extensively used in this study are from selected households along the corridor in 4 (four) Trans Sarbagita service. The data used is household income, family composition (number of members, workers, and students), ownership of motor vehicles (the number of cars and motorcycles), trip purpose (work, school and shopping). Statistical Package for Social Science (SPSS) version 20 software is used to perform a multinomial logit regression. In addition, GDP and inflation for 5 (five) years in Denpasar and Badung regency which is used to estimate the household income during the next 20 years. Analysis shows that household income <Rp. 3 million have increased the probability of car ownership and car 1 ? 0 motorcycle. In 2017 and 2032, this income affect household vehicle ownership respectively 36.4% and 46.5%. Meanwhile, the influence of household income of Rp. 3-5 million increase for type 0 cars and motorcycles ? 0 and 1 ? 0 cars and motorcycles. In 2017 and 2032, household income affect the ownership of the vehicle amounted to 34.6% and 38.7%. In 2017 and 2032, household income affect the ownership of the vehicle from one car and motorcycle ? 0, respectively by 33.9% and 35.3%.

ANALISIS PENGGUNAAN BANGUNAN PEREDAM BISING UNTUK MENGURANGI KEBISINGAN LALU LINTAS (STUDI KASUS JALAN ULUWATU II JIMBARAN) I Wayan Suastawa; D.M Priyantha Wedagama; IP. Alit Suthanaya
JURNAL SPEKTRAN Vol. 3, No. 2, Juli 2015
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

The present transport activities cause negative effects in the form of various kinds of diseases in the community. The government in this case, it makes use of the guidelines Noise Reduction Building (BPB) to reduce traffic noise. BPB in the design of Highways made ??of konblok ALWA (Artificial Low Weight aggregate) with a height of 2.75 meters was built along the road at a distance of 5 meters from the edge of the pavement. In this study, the noise level will be analyzed without and with unobstructed BPB. This study began from site selection studies, problem identification, goal setting research, development BPB, measuring noise levels without and with BPB analysis of the data and draw conclusions. From the analysis of the results obtained by calculation that the path chosen as the object of study, namely Jalan Uluwatu II Jimbaran without BPB has a noise value of 73.23 dB (A). While the values ??obtained BPB 61.85 decibels A, the value of this noise then most of the raw noise threshold has been exceeded so that some kind of designation of the area should be kept lying on the edge of the pavement. From the calculation of the distance from the edge of pavement to reduce noise levels in order to be secure appropriate noise threshold obtained for the allotment of residential, hospitals, schools and places of worship should be within 24.29 meters from the edge of the pavement. For government offices, public facilities should be located at a distance of 6.79 meters, while for offices, commerce, industry, services and stations could be placed as close as possible but still within the protection of BPB.

ANALISIS KELAYAKAN FINANSIAL PEMBANGUNAN JALAN TOL BENOA-BANDARA-NUSA DUA A.A Astri Dewi; P. Alit Suthanaya; D. M. Priyantha Wedagama
JURNAL SPEKTRAN Vol 1, No 2, Juli 2013
Publisher : Master of Civil Engineering Program Study, Faculty of Engineering, Udayana University

By Pass Ngurah Rai is the only primary arterial road linking the traffic flow of people and goods from Ngurah Rai Airport to Nusa Dua. Peak hour traffic flow condition has exceeded the capacity of the road. To solve the above problems, it is planned to build toll roads Benoa-Bandara-Nusa Dua. The objectives of this study were to analyze the performance of existing roads with and without the toll road, the rates applicable to service users and to analyze the financial feasibility of the investment of the project. Analysis was performed for several scenarios, including the scenario-1, assuming traffic growth factor of i = 9.96% / year, the interest rate 16% / year, inflation accounted for 8.506% / year and the toll rates using rates set by the Jasa Marga. All of the cost including land acquisition and construction costs were provided by investors. It was found that for the scenario-1, the NPV is Rp 1,586,137,984,347, -, BCR: 0.4754 and IRR 3, 8676%. The results of the financial analysis indicated that investment of the toll roads Benoa-Bandara-Nusa Dua is not financially feasible. In order for this project to be financially feasible, the growth rate of vehicles should be at least i = 14.7% / year.

Co-Authors A. A. Diah Parami Dewi A.A Astri Dewi Anak Agung Gede Yana Ariany Frederika Ariawan, Agus Arie Artawan Ayu Agung Mas Permatasari Cok Putra Wirasutama Cokorda Gede Mayun Tiasta D. A. Nyoman Sriastuti Dewa Ayu Nyoman Sriastuti, Dewa Ayu Nyoman Dharmayanti, Gusti Ayu Putu Candra Dwi Ayu Wira Savitri Dyah Ayu Lesatri Eka Tamar Agustini Elizar Genta Putra, Komang Alit I B. Wirahaji I D G Wahyu Widiatmika H I G. Putu Suparsa I Gst Bgs Km Hendrayana I Gst. Putu Eka Suryawan I Gusti Bagus Satriyadi I Gusti Ngurah Gede Agung Indrayana I Gusti Putu Suparsa I Gusti Raka Purbanto I Ketut Sudarsana I Ketut Wardika I Made Agus Ariawan I Made Dwi Budiana I Made Dwi Budiana Penindra I Nengah Simpen I Nyoman Yastawan I P. Alit Suthanaya I Putu Aryadi Jaya I Putu Chandra Wibawa I Putu Suratmaja I Wayan Juniarta I Wayan Suastawa I Wayan Suditayasa I Wayan Sudithayasa I Wayan Suweda I. B. Rai Andnyana Ida Ayu Made Budiwati Ida Bagus Putu Widiarta IGP Suparsa Indasari Rambu Lubu Kadek Lendi Sabinawa Made Dwiki Semaraditya Permana Wirya Made Dwina Permanasari Nyoman Gery Arishandi Nyoman Karnata Mataram Petrus Anggi Anugrah Putu Ciria Angga Pramana Putu Eka Suartawan Putu Kwintaryana Winaya Sari Ria Indah

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