cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
-
Contact Email
-
Phone
-
Journal Mail Official
-
Editorial Address
-
Location
Kota samarinda,
Kalimantan timur
INDONESIA
KURVA S JURNAL MAHASISWA
Published by Universitas 17 Agustus 1945 Samarinda
ISSN : -     EISSN : -     DOI : -
Core Subject : Education,
Education
Arjuna Subject : -
Articles 164 Documents
 1   2   3   4   5 
Search results for , issue "Vol 1, No 1 (2018)" : 164 Documents clear
ANALISA KINERJA RUAS JALAN CIPTO MANGUN KUSUMO AKIBAT AKTIVITAS PROYEK JALAN PENDEKAT JEMBATAN MAHAKAM IV SAMARINDA SEBERANG JASMAN, NAUFAL RHISWANDA
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (677.754 KB)

Abstract

The Cipto Mangun Kusumo Road section in Samarinda City includes a road with a very high level of busyness, both before the Mahakam IV Bridge Construction Road Construction Project is added with the Mahakam IV Bridge Construction Road Construction Project, this is due to the incompatibility of the volume of vehicles with capacity in the road. Usually density especially in the morning and evening hours, where the number of road users who go to work, school, etc. and there are obstacles such as vehicles parked on the road which is due to some shops and workshops that do not provide parking spaces, public transportation facilities that reduce passengers are prohibited place and then neglect of project workers, people to cross and vehicle in and out of shops, workshops, projects. Given this, traffic jams often occur which can hamper traffic and cause road capacity to decline. As for the Performance Analysis of the Cipto Mangun Kusumo Road Section As a Result of the Road Construction Project in the Mahakam IV Samarinda Bridge, it uses the Indonesian Road Capacity Manual (MKJI'1997), which is described based on Form UR-1 in the form of general and road geometric conditions, UR-2 in the form of Advanced input data, namely Flow and Composition of traffic and Side Obstacles, UR-3 in the form of analysis of the speed of free flow of light vehicles, capacity and speed of light vehicles. In this study, the Performance Analysis of Cipto Mangun Kusumo Road Section Due to the Road Construction Project of the Mahakam IV Samarinda Bridge Across this Peak Summertime survey was conducted and the survey was conducted at 07.00-22.00. After calculating the existing data, Cipto Mangun Kusumo around the Approaching Road Project of the Mahakam IV Samarinda Seberang Bridge is 2366.7 pcu / hour and the service level is at level C, which means the back zone is stable, the speed of sound in the driver.
ANALYSIS OF PERFORMANCE OF ROAD MT. HARYONO IN SAMARINDA ARI, AS'
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (939.773 KB)

Abstract

Road Mt. Haryono ^ is the way Local the function serves the freight local travel characteristics at close range, average speed is low, and the number of driveways are not at the limit . Road Mt. Haryono ^ This includes class III roads category C. The development of various aspects of current life enhancing activities of society. These things have an impact on the development of transport facilities and infrastructure that facilitates the movement is happening. The road is one of the infrastructures in the army transportation function providing service on traffic flow. On the basis of this, then do research on how the performance of the vehicle through road of Mt. Haryono in Samarinda against the development of current that occurs from time to time. As for performance analysis in Road Mt. Haryono this Manual uses the capacity of the way Indonesia (MKJI ' 1997), which describe the UR-1 Form based on the form of the General conditions and Geometric way, UR-2 advanced data input form i.e. the flow and composition of traffic and Obstacles aside, the UR-3 form Analysis of free flow speed of light vehicles, the capacity and speed of light vehicles. In research performance analysis Standards Mt. Haryono the survey was carried out during peak hours 3 Sunday, the first Sunday at simpang White Water, second week at Simpang Bangris and week three at simpang m. Said. the survey was conducted at 06.00 A.m. until 22.00 night . After the calculation is performed against the data, at the junction with white water segment 1 peak hours occurs on the day of Thursday, in may the Volume of traffic 1950.0 junior/hour, the degree of Saturation of 0,59, speed, 38 km/h, journey time 0.0657 hours and service levels are at the level of the mean C. the current stable zone, the driver in selecting speed limit. at the simpang Bangris segment 2 hour Summit took place on Saturday, in the Volume of traffic may 1678.70 junior/hour, the degree of Saturation of 0, 52, 3 Speed6 km/h, journey time 0.0694 hours and service levels are at level C. that means the current stable Zone, the driver in selecting the speed limit. Then at simpang m. Said segment 3 hour peak occurred on the day of Friday, on Volume of traffic can be 1621.30 junior high school/hour, the degree of Saturation of 0,51, 3 Speed6 km/h, journey time 0.0694 hours and service levels are at level C that means current Zone. stable, the driver in selecting the speed limit.
STUDI KASUS DRAINASE JALAN KH HARUN NAFSI KOTA SAMARINDA SEPDANA, ALDIKA
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (624.291 KB)

Abstract

Saluran drainase adalah salah satu bangunan pelengkap pada ruas jalan dalam memenuhi salah satu persyaratan teknis prasarana jalan. Saluran drainase jalan raya berfungsi untuk mengalirkan air yang dapat mengganggu pengguna jalan, sehingga badan jalan tetap kering. Pada umumnya saluran drainase jalan raya adalah saluran terbuka dengan menggunakan gaya gravitasi untuk mengalirkan air menuju outlet. Distribusi aliran dalam saluran drainase menuju outlet ini mengikuti kontur jalan raya, sehingga air permukaan akan lebih mudah mengalir secara gravitasi. Seiring berjalannya waktu pembangunan perumahan dan ruko-ruko terjadi sangat pesat di jalan KH Harun Nafsi, Samarinda Seberang. Hal tersebut membuat daerah tangkapan air mengalami penyempitan, ditambah pula daerah KH Harun Nafsi , Samarinda Seberang adalah kawasan yang padat penduduk. Hal itu yang membuat KH Harun Nafsi, Samarinda Seberang sering mengalami banjir setiap turun hujan besar. Selain masalah pesatnya pembangunan di jalan KH Harun Nafsi, Samarinda Seberang, ada masalah lain yang harus di cari solusinya yaitu masalah saluran drainase yang mengalami penurunan kapasitas daya tampung akibat sampah dan sedimentasi yang tinggi, serta banyaknya saluran yang buntu. Berdasarkan permasalahan tersebut, perlu dilakukan penelitian untuk mengidentifikasi penyebab saluran drainase di Jalan KH Harun Nafsi, Samarinda Seberang yang tidak berfungsi optimal agar dapat ditentukan solusi penyelesaian permasalahannya.
STUDI KINERJA RUAS JALAN IR H JUANDA DAN JALAN AW SYAHRANIE SETELAH ADANYA JALAN LAYANG DI KOTA SAMARINDA NOVIANTO, DIMAS WAHYU
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (3275.316 KB)

Abstract

Ruas jalan Ir H Juanda dan Abdul Wahab Syahranie adalah ruas jalan utama di kota Samarinda sehingga seringkali terjadi kemacetan yang panjang, dan dengan dibangunnya jalan layang air hitam secara tidak langsung berpengaruh terhadap arus lalu lintas serta kinerja ruas jalan tersebut. Dalam penelitian ini ingin dilihat bagaimana kinerja jalan pada ruas jalan Ir H Juanda dan Abdul Wahab Syahranie setelah dibukanya Jalan layang Air Hitam. Adapun metode yang digunakan untuk menganalisa kinerja ruas jalan adalah menggunakan Manual Kapasitas Jalan Indonesia (MKJI 1997) khususnya untuk jalan perkotaan dan jalan bebas hambatan untuk analisa jalan layang Air Hitam. Survey dilakukan selama 5 (lima) hari dalam satu minggu yakni dari hari Senin sampai hari Jum’at. Dari hasil-hasil survey selama lima hari tersebut dan setelah dilakukan analisis maka diperoleh bahwa volume puncak sebesar 1661,15 smp/jam di jalan Ir H Juanda, 2309,9 smp/jam di jalan Abdul Wahab Syahranie dan 1642,6 smp/jam di jalan layang Air Hitam dengan kecepatan rata – rata terendah hasil survey di tiga jalan tersebut sebesar 30 km/jam dan kecepatan rata – rata tertinggi hasil survey sebesar 42 km/jam serta nilai Derajat Kejenuhan tertinggi sebesar 0,70 maka dapat disimpulkan tingkat layanan berada pada level C.
THE PERFORMANCE OF THE SATSUIT TUBUN KAREL ROAD IN CITY SAMARINDA LANGAPA, AVENT KRISTY
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (170.777 KB)

Abstract

Karel Satsuit Tubun road in Samarinda is a secondary arterial road that connects one primary and secondary area to another. The land use conditions found on the Karel Satsuit Tubun road are dominated by public buildings with general activities, namely settlements, shophouses and offices. Karel Satsuit Tubun in Samarinda belongs to the class III C road category. As the economy develops and the level of prosperity of the population increases, the level of travel increases, which occurs due to the need for transportation from the community, where people will always look for a faster, safer way and smooth. The increase in population and the amount of urbanization to urban areas will lead to a level of movement and density, so the need for transportation also increases. On this basis, a research was conducted on the performance of the Karel Satsuit Tubun road in Samarinda.The Performance Analysis of the Karel Satsuit Tubun Road Section uses the Indonesian Road Capacity Manual (MKJI'1997), which is described based on Form UR-1 in the form of general and road Geometric Conditions, UR-2 in the form of advanced input data, namely Traffic and Composition Side barriers, UR-3 in the form of analysis of the speed of free flow of light vehicles, capacity and speed of light vehicles.In this Performance Analysis Study, the Karel Satsuit Tubun Road Section conducted a Khalid peak hour survey and the survey was conducted at 07.00-22.00. After calculating the existing data, Karel Satsut Tubun is 1480.76 pcu / hour and the service level is at level C, which means the current zone is stable, the driver is limited to choosing speed.
KAJIAN STANDARISASI DESAIN STRUKTUR GEDUNG RKB SEKOLAH DASAR MENGGUNAKAN MODEL RANGKA BETON BERTULANG PEMIKUL MOMEN BIASA DI KECAMATAN SUNGAI KUNJANG DAN KECAMATAN SAMARINDA ULU KOTA SAMARINDA ABDI, FRICILIA OLVIANTI
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (146.944 KB)

Abstract

Dalam penelitian ini akan didesain sturktur gedung Ruang Kelas Baru (RKB) Sekolah Dasar yang terletak di Kecamatan Sungai Kunjang dan Kecamatan Samarinda Ulu Kota Samarinda, dengan membandingkan antara tanah lunak,sedang,dan keras. Untuk gedung bertingkat didaerah ini tidak perlu memperhatikan konsep strong columb weak beam, karena daerah tersebut berada di daerah tidak rawan gempa. Oleh karena itu bangunan tersebut direncanakan menggunakan Sistem Rangka Pemikul Momen Biasa (SRPMB).Metode yang digunakan untuk pengambilan data tanah adalah dengan menggunakan Saturated Penetration Test dan untuk metode analisa struktur mengunakan program Etabs 2016.Dari hasil perhitungan dapat disimpulkan bahwa, dimensi balok yang digunakan adalah 280x400 mm,dimensi kolom adalah 300x300 mm, dimensi plat lantai 120 mm, dan untuk dimensi plat atap 100 mm. 
ANALISA SALURAN IRIGASI PADA DAERAH IRIGASI DESA BIATAN ILIR KABUPATEN BERAU HIKMAWAN PANDE, I MADE DHIKA
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (395.78 KB)

Abstract

Sistem irigasi teknis merupakan suatu sistem pemberian air pada area persawahan dimana air yang diberikan dapat diatur sedemikian rupa sehingga area irigasi tidak kekeringan ataupun terlalu basah. Sistem irigasi teknis terdiri dari saluran irigasi yang terdiri dari saluran primer, saluran sekunder, dan saluran tersier untuk mengalirkan kebutuhan air pada area persawahan. Dengan adanya sistem irigasi ini diharapkan bisa menjadi sarana untuk membantu kelancaran dalam bercocok tanam, perhitungan sistem irigasi ini menggunakan metode Mock, metode Van de Goor dan Zijlsha. Analisa ini melalui tahapan seperti ini, pengumpulan data curah hujan, kecepatan angin, kelembaban, dan temperatur 10 tahun terakhir, pengumpulan data actual lapangan (catchment area) untuk penyiapan lahan tanam sampai pada merencanakan dimensi saluran yang ada pada Desa Biatan Ilir Kabupaten Berau.
ANALISA PARKIR KENDARAAN DI MALL SAMARINDA SQUARE KOTA SAMARINDA NI, RA
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (10176.653 KB)

Abstract

ABSTRAKSamarinda Square merupakan salah satu pusat perbelanjaan terbesar di Samarinda. Ruang parkir untuk pengunjung sudah disediakan dari awal pembangunan area mall namun pada kenyataannya ruang parkir tersebut belum mampu menampung kebutuhan ruang parkir. Studi ini bertujuan untuk menganalisa ketersediaan ruang parkir dengan kapasitas yang memadai dengan cara optimasi ruang dan tarif. Tahapan yang dilakukan meliputi: perhitungan kapasitas standar parkir, perhitungan kebutuhan parkir saat ini dengan selisih grafik kumulatif, optimasi ruang dan tarif, serta prediksi masa depan. Samarinda Square memiliki 7 area parkir, antara lain: 4 lahan parkir mobil dan 3 lahan parkir sepeda motor. Pada jam puncaknya, beberapa area parkir mobil dan motor memang mengalami kekurangan ruang parkir. Dengan 383 SRP motor dan 137 SRP mobil. Untuk kebutuhan 5 tahun kedepan kebutuhan ruang parkir tidak mencukupi dengan kebutuhan ruang parkir sebesar 1079 SRP. Penerapan tarif progresif dapat dilakukan agar pengunjung tidak berlama-lama memarkirkan kendaraannya sehingga kapasitas yang ada dapat bertambah. Penataan area parkir Samarinda Square dengan optimasi ruang dan tarif harus didukung juga dengan sistem manajemen parkir yang ada.
“ANALYSIS OF HEADWAY TIME DISTRIBUTION AND VEHICLE GAP” (Case studi intersection 3 muara badak kutai kartanegara) JAYA, IRFAN
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (890.219 KB)

Abstract

Traffic is a means of moving from one place to another. Therefore traffic is an important problem. If traffic flow is disrupted or congestion occurs. The mobility of the community will also experience disruption. These disturbances will have a negative impact on the surrounding community.This research took place at intersection 3 muara badak kabupaten kutai kartanegara. Calculation analysis using travel time method. travel clock method and headway method to calculate headway time distribution.Based on the calculation of the maximum headway time of four–wheeled vehicles at the intersections samarinda-bontang it reaches 2.69 seconds and the average is 20 minutes for 1 hour, maximum time headway for four-wheeled vehicles at intersections muara badak-samarinda it reaches 2.38 seconds and the average is 20 minutes for1 hour, maximum time headway for four-wheeled vehicles at intersections bontang-muara badak it reaches 4.9 seconds and the average is 20 minutes for 1 hour.From these calculation it can be  concluded in the medium category.
ANALYSIS OF CAPACITY BUILDING AND HEADLOSS ON RAW WATER PIPELINENS FOR WATER TREATMENT PLANTS WTP OF GUNUNG LIPAN AT PDAM KOTA SAMARINDA UDDIN, KAHAR
KURVA S JURNAL MAHASISWA Vol 1, No 1 (2018)
Publisher : KURVA S JURNAL MAHASISWA

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (356.798 KB)

Abstract

Incrased development along with increasing population growth has led to increased demand for clean water in the Regional Service Zone IV at PDAM Kota Samarinda, so it demands an increase in performance from all aspects, both operational, administrative, and financial aspects. For operational aspects, one of them increasing the production capacity of Water Treatment Plants (WTP). In the IV Area Service Zone there are three WTP which the distribution pipeline network is interconnected. That is WTP Gunung Lipan, WTP Unit 3 Samarinda Seberang dan WTP Palaran with total production capacity of 456,24 L/s. Based an a number reasons WTP Gunung Lipan the most potential to increase production capacity. And the question is what is the production capacity of WTP Gunung Lipan in the next ten years and how much headloss on the raw water pipeline from the intake to WTP right now and the next ten years. Population growth is the basic for planning in determining the amount of clean water needs for the next years. By using arithmetic and geometry methods the population in the year of the plan can be estimated or projected. The calculation of planning for clean water needs is based on the criteria set by Ministry of Public Works Regulation in 1998 which consist of domestic and nondomestic needs. By knowing the amount of need for clean water in the Area IV Service Zone and production capacity of the WTP Gunung Lipan, than the raw water debit (Q) can be obtained. Calculation headloss on the raw water pipe from Intake to WTP based on raw water discharge and pipeline network conditions. The steps taken are calculation of flow velocity (v), minor headloss and major headloss(HL) calculation. Based on the resuts of the analysis and calculation, the production capacity of the WTP Gunung Lipan was obtained from 307,17 L/s in 2018 to 547,006 L/s in 2028. Headloss on the raw water pipe network from the Intake to WTP in 2018 for pumps with a capacity of 110 L/s are 0,878 m, for pumps with a capacity of 220 L/s of 1,597 L/s and the operation of two or three pumps with capacity of 312 L/s headloss of 1,886 m. Lead headloss on the raw water network in 2028 for pumps with capacity of 300 L/s of 2,338 m and the operation of two pumps units with a capacity of 554,7 L/s headloss of 3,299 m

Page 3 of 17 | Total Record : 164

 1   2   3   4   5 

Filter by Year

2018 2018


Reset
Filter By Issues
All Issue Vol 11, No 2 (2020) Vol 11, No 1 (2020) Vol 1, No 1 (2019) Vol 1, No 1 (2018) Vol 5, No 1 (2017) Vol 1, No 1 (2017) Vol 4, No 2 (2014) Vol 2, No 2 (2016) Vol 1, No 1 (2016) Vol 1, No 1 (2015) Vol 4, No 1 (2014) Vol 2, No 1 (2013) Vol 1, No 3 (2013) Vol 1, No 2 (2013) Vol 1, No 1 (2012) More Issue