scholarly journals ANALISIS PERPANJANGAN RUNWAY BANDAR UDARA INTERNASIONAL ADI SOEMARMO SOLO JAWA TENGAH

EXTRAPOLASI ◽  
2021 ◽  
Vol 18 (1) ◽  
pp. 10-24
Author(s):  
Hudhiyantoro Hudhiyantoro ◽  
Hary Moetriono ◽  
Any Suryani
Keyword(s):  
Flexible Pavement ◽  
Civil Aviation ◽  
International Civil Aviation Organization ◽  
Closed Channel ◽  
Wheel Load ◽  
International Airport ◽  
Central Java ◽  
Base Course ◽  
Pavement Thickness ◽  
The City

AbstractSolo City is one of the cities that has the largest airport in Central Java, namely Adi Soemarmo International Airport. Adi Soemarmo Airport has a runway length of 2600 m x 45 m. To make the city of Solo a hub in Java, where major cities outside Java, especially East and West Indonesia can land directly in Solo, Adi Soemarmo Airport requires development. Adi Soemarmo Solo Airport development is planned to add flight routes and international passengers (Source: http://www.dephub.go.id).Based on the results of calculations that refer to the International Civil Aviation Organization (ICAO) standard with Boeing 777-300ER and 747-100 planes, a runway length of 3,700 m is needed. For runway capacity, the annual demand of 31,676 operations per year is smaller than the annual service volume of 210,000 operations per year so that the runway capacity has not been exceeded.To determine runway pavement thickness using planes with the largest single wheel load, namely B747-100 so that B-777-300ER is not used. For pavement thickness using Equivalent Aircraft Method from FAA with CBR Method Flexible Pavement B-747-100 graph calculation. Results:The total pavement thickness is 31 in ? 89 cm, Surface thickness (P-403 HMA) of 5 in ? 13 cm, Base course thickness (P-304 Cement Treat Base) is 6 in ? 15 cm, The thickness of the subbase course (P-154 sub-course) is 24 in ? 61 cm. For the calculation of drainage, the result is a closed channel (pipe) with an inlet dimension of 0.25 m x 0.25 m with a distance between 50 m inlet. AbstrakKota Solo merupakan salah satu kota yang memiliki bandara terbesar di Jawa Tengah yaitu Bandara Internasional Adi Soemarmo. Bandara Adi Soemarmo memiliki panjang landasan pacu 2600 m x 45 m. Untuk menjadikan Kota Solo sebagai hub di Jawa yang kota-kota besar di luar Jawa khususnya Indonesia Timur dan Barat dapat mendarat langsung di Solo, Bandara Adi Soemarmo membutuhkan pembangunan. Pembangunan Bandara Adi Soemarmo Solo direncanakan untuk menambah rute penerbangan dan penumpang internasional (Sumber: http://www.dephub.go.id).Berdasarkan hasil perhitungan yang mengacu pada standar International Civil Aviation Organization (ICAO) dengan pesawat Boeing 777-300ER dan 747-100, dibutuhkan panjang landasan sepanjang 3.700 m. Untuk kapasitas runway, kebutuhan tahunan sebesar 31.676 operasi per tahun lebih kecil dari volume layanan tahunan sebesar 210.000 operasi per tahun sehingga kapasitas runway belum terlampaui.Untuk menentukan ketebalan perkerasan runway menggunakan pesawat dengan beban roda tunggal terbesar yaitu B747 -100 sehingga B-777-300ER tidak digunakan. Untuk ketebalan perkerasan menggunakan Metode Pesawat Udara Ekuivalen dari FAA dengan metode CBR Metode Perkerasan Fleksibel B-747-100 perhitungan grafik. Hasil:Ketebalan total perkerasan jalan adalah 31 inci ? 89 cm, Ketebalan permukaan (P-403 HMA) 5 in ? 13 cm,Ketebalan lapisan dasar (P-304 Cement Treat Base) adalah 6 inci ? 15 cm, Ketebalan dari subbase course (P-154 sub-course) adalah 24 inci ? 61 cm. Untuk perhitungan drainase didapatkan saluran tertutup (pipa) dengan dimensi inlet 0,25 m x 0,25 m dengan jarak inlet antara 50 m.

scholarly journals Analysis of Pavement Dimension at Hang Nadim International Airport in Batam City, Indonesia

2020 ◽  
Vol 20 (01) ◽  
pp. 53-60
Author(s):  
Fiqri Fansyuri Saragih ◽  
Ari Sandhyavitri ◽  
Hendra Taufik
Keyword(s):  
Federal Aviation Administration ◽  
Civil Aviation ◽  
International Civil Aviation Organization ◽  
International Airport ◽  
Base Course ◽  
Pavement Thickness

[EN] It was acknowledged that, the Hang Nadim International Airport’s aircraft movements increased significantly at recent 10 years period. The shift in aircraft dimensions and weights have raised questions whether or not the existing apron pavement dimensions are sufficient for accommodating the increase aircraft parking demands and to bear aircraft load changes. The purpose of this research is to evaluate and analyze the apron dimensions and pavement thickness at Hang Nadim Airport. This research was used two relevant methods as guidelines for calculating this apron dimension and thickness; ICAO (International Civil Aviation Organization) Anex 14 2013 and FAA (Federal Aviation Administration) 150/5320-6d. It was calculated that the apron dimension need to be expanded to 1600 m x 150 m for accommodating 31 aircraft parking in 2025 (11 units B747- 300 + 16 units B737-900 + 4 units F27). The apron thickness would be 46.2 cm of base course and 10 cm of subbase course.  

scholarly journals STUDY PERENCANAAN GEOMETRIK, PERKERASAN JALAN DAN PERENCANAAN ANGGARAN BIAYA PADA JALAN RAYA KALIDAWIR – Ds. NGUBALAN Kec. KALIDAWIR

UKaRsT ◽  
2017 ◽  
Vol 1 (2) ◽  
pp. 11 ◽  
Author(s):  
Edy Gardjito
Keyword(s):  
Research And Development ◽  
Flexible Pavement ◽  
Local Resident ◽  
City Area ◽  
The Road ◽  
Directorate General ◽  
Geometric Planning ◽  
Base Course ◽  
The City ◽  
Southern Highland

Kalidawir Highway Ngubalan Vilage which was originally a concrete rebate pavement located in the southern highland  of Tulungagung City, is alternative road for local resident  to go to the City area. So that the road can be sard to be guite crowded with traffic. So, here the author took the initiative to plane the road using flexible pavement. The hope for future, so it can be use as well as possible for the local Villagers. Even There included connecting roads between several villages.The method use in this planning is a method that is often used lag other planners, namely : Book Of Directorate General of Binamarga, 1970. Regulation Of Road Geometric Planning Directorate General Of Bina Marga, 1997. Procedures for planning geometric the inter city roads, The Center For Research and Development Jakarta, and use of others literature.The conclusion that can be get planning  for this is, this way it is ±3.200 meter with width across 7 meter. Is available is 2 aligment  horizontal PI 1 With radisius 200 meter as big as 34º33,5’5,82”. PI 2 radisius plan 150 meter as big as 34º4’22,29”. With surface course pavement = 5 cm, base course = 20 cm and sub base course = 15 cm.Keyword : Road Geometric Planning, Flexible Pavement and RAB

scholarly journals Experimental Investigation on Design of Thickness for Flexible Pavement Subgrade Soils using CBR Approach

2020 ◽  
Vol 184 ◽  
pp. 01087
Author(s):  
Y. Kamala Raju ◽  
C. Vivek Kumar
Keyword(s):  
Experimental Investigation ◽  
Bearing Capacity ◽  
Flexible Pavements ◽  
Flexible Pavement ◽  
California Bearing Ratio ◽  
Cement Concrete ◽  
Wheel Load ◽  
Subgrade Soils ◽  
Pavement Thickness

This paper aim’s to ensure that the transmitted stresses due to wheel load are adequately reduced, so that they will not exceed bearing capacity of the sub- grade. This present study deals with the design thickness of flexible pavements, where majority of the Indian roads are flexible pavements having bituminous layer. Earlier, due to the scarcity of cement and India went for flexible pavements with bituminous toppings. This flexible pavement is preferred over cement concrete roads as they have a great advantage that these can be strengthened and improved in stages with the growth of traffic. With a major advantage of this roads and their surfaces milled and recycled for rehabilitation. The flexible pavements are less expensive also about initial investment and maintenance. In this present study, the flexible pavement thickness is designed for both sub grade soils as per IRC:37-2001 code and its pavement thickness is calculated by California Bearing Ratio (CBR)method.

scholarly journals Desain Tebal Perkerasan Lentur Landas Pacu Bandara Soekarno-Hatta, Tanggerang Menggunakan Metode Design & Maintenance Guide 27, Inggris. (Hal. 38-46)

2018 ◽  
Vol 4 (2) ◽  
pp. 38
Author(s):  
Aldo Budi Prayoga ◽  
Silvia Sukirman
Keyword(s):  
Case Studies ◽  
Asphalt Binder ◽  
Base Material ◽  
High Strength ◽  
Flexible Pavement ◽  
Material Type ◽  
Base Course ◽  
Pavement Thickness

ABSTRAKPerkerasan merupakan salah satu komponen pada runway yang harus didesain dan dievaluasi agar dapat melayani lalu-lintas pesawat sehingga tidak menyebabkan kerusakan dan mengakibatkan terganggunya kinerja bandara. Studi kasus pada penelitian ini adalah mendesain tebal perkerasan lentur Runway 3 Bandara Soekarno-Hatta menggunakan Design & Maintenance Guide 27. Tiga alternatif repetisi beban berdasarkan jenis penerbangan yang diasumsikan yaitu alternatif 1 50% internasional dan domestik, alternatif 2 75% internasional dan 25% domestik dan alternatif 3 100% internasional. Dari hasil desain berdasarkan 3 alternatif repetisi beban didapatkan hasil tebal perkerasan yang sama, yaitu 40 mm Marshall Asphalt Surface Course, 60 mm Marshall Asphalt Binder Course, 120 mm Marshall Asphalt Base Course, 401 mm Type FH Drylean Concrete untuk tipe High Strength Bound Base Material dan 563 mm Type F Drylean Concrete untuk tipe Bound Base Material.Kata kunci: perkerasan lentur, runway, marshall asphalt, HSBBM, BBM ABSTRACT                                                                              Pavement is a component of runway that must be designed and evaluated in order to serve airplane traffic so that is not causing damage and result disruption of airport performance. The case studies in this research is to design 3rd Runway's flexible pavement of the Soekarno-Hatta airport use Design & Maintenance Guide 27 . 3 alternative load reps based on the assumed flight type ie alternative 1 with 50% international and domestic, alternative 2 75% international and 25% domestic and alternative 3 100% international. From the results of the design based on 3 alternative reps load obtained the same pavement thickness results, namely 40 mm Marshall Asphalt Surface Course, 60 mm Marshall Asphalt Binder Course, 120 mm Marshall Asphalt Base Course, 401 mm Type FH Drylean Concrete for High Strength Bound Base Material and 563 mm Type F Drylean Concrete for Bound Base Material type. Keywords: flexible pavement, runway, marshall aphalt, HSBBM, BBM

Model Pemberdayaan Usaha Mikro Dan Pengaruhnya Terhadap Kemandirian Usaha

2015 ◽  
Vol 2 (1) ◽  
pp. 75-93
Author(s):  
Mudasetia Hamid ◽  
Evy Rosalina Widyayanti
Keyword(s):  
Human Resources ◽  
Small And Medium Enterprises ◽  
Poverty Rate ◽  
Cultural Centers ◽  
Central Java ◽  
Tourism Education ◽  
The Indian Ocean ◽  
Medium Enterprises ◽  
The City

Yogyakarta is a city and the capital of Yogyakarta Special Region in Java, Indonesia. It is renowned as a center of tourism, education and culture. Yogyakarta is one of the foremost cultural centers of Java. This region is located at the foot of the active merapi vulcano. Yogyakarta is often called the main gateway to the Central Java as where it is geographically located. It stretches from Mount Merapi to the Indian Ocean. This province is one of the most densely populated areas of Indonesia. Yogyakarta is popular tourist destination in indonesia after Bali. These have attracted large number of visitors from across Indonesia and abroad to the city. This status makes Yogyakarta is one of the most heterogeneus cities in Indonesia. In edition, Yogyakarta has attracted large number of people to reside in this city for business. One of these comers is small entrepreneurs with their market munchies enterprise (specially a traditional snack trader). This business is one of famous business in Yogyakarta, we will find rows of pavement vendors selling market munchies. The students and tourists are their main target customers. Market munchies enterprise is part of small and medium enterprises SMEs as livelihood activities. SMEs has an important role in economic growth of Indonesia. Therefore, it is very important to develop and strengthen the micro enterprise empowerment. Micro enterprise empowerment is one of strategy to reduce the poverty rate in Indonesia. Major challenger in implement this program are that micro entrepreneurs are conventional and have satisfied with their revenue. It is very important to develop a comprehensive and sustainable micro enterprise empowerment which consist of strengthen the quality of human resources, maximize the government’s roles, empower the enterprise capital and strengthen the partnership and autonomous. Micro enterprise autonomy will contribute to the economic and investment climate. This will lead to establish an accountable enterprise both for the micro enterprise and customers which at the end will strengthen the development of the micro enterprise in Yogyakarta.Keyword: micro entreprise, human resources, government roles, capital, partnership and autonomous.

Kampungs and Conflict in Colonial Semarang

1988 ◽  
Vol 19 (2) ◽  
pp. 266-291 ◽  
Author(s):  
James L. Cobban
Keyword(s):  
Nineteenth Century ◽  
Twentieth Century ◽  
The United States ◽  
City Council ◽  
Economic Life ◽  
North Coast ◽  
The North ◽  
Central Java ◽  
The Government ◽  
The City

By the beginning of the twentieth century, Semarang was a major port city and administrative centre on Java. Attainment of this position was due partly to the expansion of its hinterland during the nineteenth century. This expansion was closely related to developments in the means of transportation and the consequent ability of plantation owners to bring the products of their plantations to the port for shipment to foreign markets. By the end of the century virtually the whole economic life of central Java focused upon Semarang. The city also exercised administrative functions in the Dutch colonial administration and generally had been responsible for Dutch interests in the middle and eastern parts of the island. The importance of Semarang as an administrative centre increased after 1906. In that year the government incorporated the city as an urban municipality (stadsgemeente). In 1914 it had consular representation from the United States, Belgium, Denmark, France, Great Britain, Italy, Norway, Germany, and Thailand. Subsequently, in 1926 it became the capital of the Province of Central Java under the terms of an administrative reform fostered by the colonial government at Batavia. Status as an urban municipality meant that local officials sitting on a city council would govern the domestic affairs of the city. The members of the city council at first were appointed from Batavia, subsequently some of them were elected by residents of the city. By the beginning of the twentieth century Semarang had enhanced its position as a major port on the north coast of the island of Java. It was one of the foremost cities of the Dutch East Indies, along with Batavia and Surabaya, a leading port and a centre of administration and trade. This article outlines the growth of the port of Semarang during the nineteenth century and discusses some of the conflict related to this growth over living conditions in parts of the city during the twentieth century, a conflict which smouldered for several decades among the government, members of the city council, and the non-European residents of the city, one which remained unresolved at the end of the colonial era.

THE GLOBAL EXPERIENCE GAINED IN THE AREA OF AVIATION SECURITY FINANCING

Aviation ◽  
2014 ◽  
Vol 18 (2) ◽  
pp. 91-93 ◽  
Author(s):  
Valentyn Miziuk
Keyword(s):  
Aviation Security ◽  
Cost Recovery ◽  
Civil Aviation ◽  
International Civil Aviation Organization ◽  
Basic Principles

The paper discusses the basic principles of the International Civil Aviation Organization (ICAO) pertaining to the regulations of airport charges imposed for cost recovery to provide a standardized level of aviation security. The national and global experience gained in the area of aviation security financing is analyzed.

Passenger aircraft emissions analysis at Ordu-Giresun International Airport, Turkey in 2017

2021 ◽  
Vol ahead-of-print (ahead-of-print) ◽  
Author(s):  
Ilkay Orhan
Keyword(s):  
Aircraft Engine ◽  
Civil Aviation ◽  
Exhaust Emission ◽  
Aircraft Emissions ◽  
Emission Data ◽  
Emission Analysis ◽  
Content Type ◽  
International Airport ◽  
Engine Emission ◽  
The Impact

Purpose The purpose of this study is to present the pollutant gas produced by hydrocarbons (HC), carbon monoxide (CO) and nitrogen oxides (NOx) and the quantity of fuel burned from commercial aircraft at Ordu-Giresun International Airport, Turkey during the landing and take-off (LTO) cycles in 2017. Design/methodology/approach The flight data recorded by the General Directorate of State Airports Authority and the aircraft engine emission data from International Civil Aviation Organization (ICAO) Engine Exhaust Emission Databank were used for calculation. The aircraft and engine types used by the airlines for flight at Ordu-Giresun International Airport were determined. To evaluate the effect of taxi time on emission amounts, analysis and evaluations were made by taking different taxi times into consideration. Findings As a result of the emission analysis, the amount of fuel consumed by the aircraft were calculated as 6,551.52 t/y, and the emission amounts for CO, HC and NOx were estimated as 66.81, 4.20 and 79.97 t/y, respectively. Practical implications This study is aimed to reveal the effect and contribution of taxi time on the emitted emission at the airport during the LTO phase of the aircraft. Originality/value This study helps aviation authorities explain the importance of developing procedures that ensure the delivery of aircraft to flights in minimum time by raising awareness of the impact of taxi time on emitted emissions, and contributes to the determination of an aircraft emission inventory at Ordu-Giresun International Airport.

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