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INDONESIA
JURNAL KARYA TEKNIK SIPIL
Published by Universitas Diponegoro
ISSN : -     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Arjuna Subject : -
Articles 34 Documents
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Search results for , issue "Volume 2, Nomor 1, Tahun 2013" : 34 Documents clear
PERENCANAAN BENDUNGAN SALAK KABUPATEN KULON PROGO, YOGYAKARTA Aprilia Cheni Hermawati; Arinda Puspitaningtyas; Suseno Darsono; Sugiyanto Sugiyanto
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Increasement of water demand that caused from the population increasement and land use change over at Progo Basin, inversely with water supply to that area. So that, the solution to conquer the problem is to build a water reservoir. One of the alternative is Salak Dam which located at Kalibawang District, Kulon Progo Regency, Yogyakarta. Salak Dam is a vertical core earthfill dam, which built on Salak River with 9.4 km2 of catchment area. This dam aims to fulfill public water supply and watering three fields area and designed with 100 years of return period with inflow discharge valued 46.9 m3/second. Salak Dam designed 48.5 meters of height, with 18.5 million cubic meters of capacity. This dam equipped with 2.2 meters of diameter outlet pipe, Ogee type of spillway with 20 meters of width, and USBR III of stilling basin. Construction of Salak Dam costs around 450 billion Rupiahs and scheduled for 39 weeks.
PERENCANAAN BENDUNG PROGO JUMO,SUNGAI PROGO KABUPATEN TEMANGGUNG Bhre Brahmasta Indra; Lintang Jata Angghita; Sri Eko Wahyuni; Dwi Kurniani
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Progo Jumo Weir is located on Progo River, Temanggung Regency. Progo Jumo Weir only serve the irrigation area in the left side of Progo River that formerly are rainfed rice field with 1.278 Ha wide. The maksimum intake discarge is 1,942 m3/sec. FJ Mock method is used to calculate the dependable discharge of Progo river at 20% dry. Designed flood discharge calculated from HSS Gama I method is 186,041 m3/sec for 100 years return period (Q100 = 186,041 m3/sec). Rounded weir head with  4,85 m in height and +713,07 m from mean sea level is used. The weir is 39 m in effective width and the length of upstream apron floor is 8 m. . This weir use USBR Type III stilling basin with 8 m in length. The flushing gate uses four gates each 1,5 m in width. The implementation of this project  is 42 weeks and the budget plan is  Rp. 13.210.231.000,00.
STUDI KOMPARASI ANTARA ANALISIS DUA DIMENSI (2D) DAN TIGA DIMENSI (3D) PADA STRUKTUR GEDUNG BERTINGKAT 14 STUDI KASUS HOTEL HOLIDAY INN EXPRESS SEMARANG Galih Widyarini; Lisatia Dian Pithaloka; Sukamta Sukamta; Parang Sabdono
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Analysis of the structure is one important thing in planning the structure, particularly the structure of the building. There are two ways to analyze the structure, structural analysis of 2D and 3D structural analysis, with using computer program SAP2000 to get the value and direction of the force used in designing the structure. Comparative study of the structural analysis of 2D and 3D structural analysis is doing on  the existing structure Inn Express Hotel (HIEX) Semarang, that have purpose to compare the output styles, knowing the advantages and disadvantages of both ways, and counting the moment capacity. The results of the analysis of the structure of the results obtained is the difference in styles between 2D and 3D is relatively small with the analysis of 2D structures larger than the 3D.
DESAIN BENDUNG LANANG DI KABUPATEN GROBOGAN, JAWA TENGAH Singgih, Rizky Herdianto; Nasrudin, Ryan Hermawan; Kodoatie, Robert J.; Edhisono, Sutarto
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Lanang Weir located at Penawangan District in Grobogan Regency, which has Non-Groundwater Basin Area hydrogeological characteristic. The river’s flow mostly come from interflow discharge beside from the groundwater flow. Soil layer which is able to store the water was Vadose or root zone only, so with this condition will prone to drought and flood when it precipitations just become runoff. Lanang Weir is a fixed weir, which will be built on Lanang River and the catchment area is 116.81 km2. This weir is watering 1,900 ha rice field area and designed with 50 years of return period of inflow discharge valued 548.08 m3/second and intake discharge valued 2.18 m3/second. Lanang Weir is design with specification rounded type of crest with height of 3,9 m, USBR type IV of stilling basin, equipped with sand trap, flushing way of sand trap, flushing gate, intake gate, and retaining wall. Construction of the Lanang Weir costs is around Rp 14 billion and scheduled for 28 weeks.
PERBANDINGAN METODE CRITICAL PATH METHOD (CPM), PRECEDENCE DIAGRAM METHOD (PDM), DAN LINE OF BALANCE (LOB) TERHADAP PROYEK REPETITIF Joe Daniel Hutagaol; Sendi Sendi; M. Agung Wibowo; Tanto Djoko Santoso
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Today the rapid development of the construction project running and often in large-scale costly and have a method that can improve the quality of planning and control to deal with the number and complexity of the project activities are likely to increase. The contractors are often faced with projects that contain identical or similar multiple units, such as segments on the flo or of multistory buildings, housing units in the residential development, and road sections in road projects. The purpose of this study is to compare and determine the critical path of Critical Path Method, Precedence Diagram Method, and Line of Balance to find the appropriate scheduling method character for the repetitive project and compare each method in terms of the method using, the production calculation speed, the dependence logic, the constraints on the activities, and analyze the advantages and lacks. The analysis process is done by comparing the Critical Path Method, Precedence Diagram Method, and Line of Balance for building and road projects. From the results of the literature study and data analysis are found the lacks and advantages visually that is Critical Path Method and Precedence Diagram Method has a more complex visual display so it is not easy to understand and can not directly detect impaired activities in project scheduling. But can show you specific logical dependency relationships between the activities and projects can determine the critical path. Line of Balance has a visual display that is simple and 2 easy enough to understand. Line of Balance can also directly detect impaired activities in project scheduling, but Line of Balance can not point to specifically logical dependency relationships between activities and projects critical path.
EVALUASI EFEKTIVITAS DAN EFISIENSI ANGKUTAN UMUM DI KAWASAN TEMBALANG Marla Ayu Kusumawardani; Robbiatul Adawiyah; Bambang Riyanto; Amelia Kusuma Insriastuti
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

The imbalance between need and supply on public transportation at Tembalang territory has caused the drivers do not obey their fixed route, so it reduces user’s comfort. Therefore, it needs an evaluation for effectiveness and efficiency on public transportation so that public transportation performance can be improved. Primary data gained from questioner, static survey or dynamic and analyzed to be quantitative indicator. Qualitative indicator is using Important Performance Analysis (IPA) method.  The analysis result will be compared to Standar Pedoman Teknis Penyelenggaraan Angkutan Umum di Wilayah Perkotaan Dalam Trayek Tetap dan Teratur (2002) and Sistranas year 2012 to reach a conclusion on public transportation performance at Tembalang territory. The research result shows that the movement pattern in Tembalang territory is uneven. While the result from qualitative indicator analysis shows well-matched result with existed regulation or stardart, in other words, public transportation in Tembalang territory is effective and efficient. However, this conclusion has not described comfort perception from public transportation’s user. Processing result using IPA method shows several indicators spread evenly to 4 quadrants, the important indicator and its quality needs to be improved are public transportation's comfort and waiting time. Enhancement on effectiveness and efficiency need to be done by improving all aspects starts from service, transportation renovation, until communication development between the community of public transportation and related parties when there is a decision related to public transportation can gained effective solution for both sides.
ANALISIS KEBUTUHAN RUANG PARKIR TERINTEGRASI UNTUK FIB, FH, DAN FISIP UNDIP KAMPUS TEMBALANG Ferwira, Anda; Widihandoko, Andri; Purwanto, Djoko; Supriyono, Supriyono
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Diponegoro University is a State University in Central Java. FIB, FH, and FISIP is part of some faculty at UNDIP. The layout of the three faculty are close each other. One of the problems from the three faculty is parking space requirements. Although it has provided a parking space (off street parking) in each faculty, but in reality there are many vehicles parked on the roadside (on street parking). This final report aims to evaluate the need of existing parking spaces and planned capacity expansion of existing parking spaces. Methodologies used include: field surveys, problem identification, data collection, test of the validity with chi-square test, data analysis, calculation of SRP needs, arrangement of the old park and planning of new park. The number of the current shortage of parking space requirements for overall three faculty is 91 SRP for cars and 59 SRP for motorcycles. Meanwhile for the development of the next 5 years is 138 SRP for cars and 466 SRP for motorcycles. Development of parking area with the integrated construction for FIB, FH, and FISIP are given alternative. Construction of the integrated parking building is planned 3 floors with total floor area of 5775 m². 1st floor with area of 1925 m² can serve 468 SRP motorcycles and 15 SRP cars. 2nd floor and 3rd floor with the same area is able to serve 62 SRP cars. Based on the analysis of the calculation, planning is considered to have been able to solve the needs of today and the parking spaces for the development of the next 5 years is until 2017. To solving the possibility of the occurrence of on-street parking, the solution is given by the installation of parking prohibition signs around the side of the road.
PERENCANAAN STRUKTUR GEDUNG HOTEL FAVE SOLO BARU Bangkit Andri Yulianto; Dwi Agus Nugroho; Himawan Indarto; Ilham Nurhuda
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

In case of building structure plan, analyzing of earthquake effect is important. Especially for building which located in big earthquake zones. Indonesian isles are situated on major earthquake zones. That’s why the good planning are needed to manage earthquake risk to avoid big accident. On this final paper, the building are planned with Sway Special Design System. That based on SNI 03-2847-2002 and SNI 1726-2010.  “Strong Column Weak Beam” concept is used for the building. The planning of structure are consist of 14 levels and 2 basements which located in 3rd earthquake zone. We expected that Sway Special Design System can be good applicated and useful for all of people on building plan which located in major earthquake zone.
ANALISIS PERBANDINGAN ANTARA BIAYA OPERASIONAL KENDARAAN (BOK) DI JALAN ARTERI PRIMER DENGAN RENCANA JALAN TOL RUAS : UNGARAN - SALATIGA Danang Setiyo Cipto Saputro; Rendy Augusta Wirayoga; Djoko Purwanto; Wahyudi Kushardjoko
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Semarang is one of the big cities, where many centers of economic, political, socio-cultural and educational center. The existence attractive to residents outside of Semarang to travel to Semarang. Most Salatiga’s residents doing trip - roundtrip to the Semarang city. However, the operation conditions of public transportation that led to and leaving  Semarang still not up and there are a few obstacles along the way such as markets, factories and other activities that disrupt the trip. This transport problems will cause a variety of negative effects, such as lost time due to the long trip and the increase in Vehicle Operating Costs (VOC) to existing roads, so that the government develop a national road network in particular in areas of Java such as Trans Java Toll road construction Semarang - Solo segment. The purpose of this evaluation is to analyze the velocity space (space mean speed) and the Vehicle Operating Costs comparison between existing roads and toll roads segment Ungaran - Salatiga. Vehicle Operating Costs (VOC) using the Pacific Consultants International (PCI) formula. Data that obtained from the survey results for the velocity space (space mean speed) toward Ungaran - Salatiga for each vehicle and departure times both morning and afternoon, for the morning bus speeds faster 1.55 km / h of speed during the day is 31.14 km / h; 2 axle trucks during the day faster 4.67 km / h of speed in the morning is 30.76 km / h; as daytime tuk 3 faster 1.37 km / h from speed in the morning is 27.05 km / h; while the direction of Salatiga - Ungaran for the bus in the morning faster 1.21 km / h of speed during the day is 36.36 km / h; 2 axle trucks during the day more fast 3.77 km / h of speed in the morning is 34.29 km / hr; 3 axle truck in the morning faster 3.09 km / h of speed during the day is 26.81 km / h. The average speed for the Toll Road is taken based on a minimum speed of 60 km / h. The results of the comparison vehicle operating cost (VOC), it costs when crossing the Toll road is more economical when compared to the existing road. Where is the economic value of the vehicle in the morning for the bus is more efficient to IDR 37.132,38 (27.19%); 2 axle trucks more efficient IDR 32,802.99 (30.17%); and 3 axle trucks more efficient IDR 22,842.59 (13.58%). While in the afternoon, when crossing the Toll road for the bus will be more efficient IDR 39,564.97 (28.47%); for 2 axle trucks more efficient IDR 26,220.25 (25.67%); while for 3 axle trucks would be more efficient IDR 23,083.17 (13.70%).
PERENCANAAN SISTEM PENYEDIAAN AIR BERSIH PDAM KOTA SALATIGA Agus Priyanto; Suripin Suripin; Salamun Salamun
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

The planning of the drinking water network system to maximize the utilization of available water resources. It necessary to planned in Argomulyo Sub-District is with the population projections, the number of public facilities that are available, and water demand from 2011 to 2021. After water demand are known then can be designed water piping network system by adjusting the state service area and topography analysis with EPANET 2.0 Simulation. EPANET 2.0.

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