scholarly journals Evaluation of road drainage capacity to improve optimized road performance in Kebon Pala Area East Jakarta

2021 ◽  
Vol 878 (1) ◽  
pp. 012051
Author(s):  
R Hidayat ◽  
S Setiyadi ◽  
L E Hutabarat
Keyword(s):  
Maximum Amount ◽  
Drainage Channel ◽  
Rain Intensity ◽  
Community Activities ◽  
The Road ◽  
Road Condition ◽  
Drainage Channels ◽  
Road Performance ◽  
Drainage Capacity ◽  
On The Road

Abstract Road drainage function as important part that can control a large rainfall that caused puddles that often disturb the comfort of all community activities on the road. Condition of the drainage channel on the road Kebon Pala area, East Jakarta are not qualified due to mistake planning and lack of maintenance. Hence, it is necessary to evaluate the capacity of drainage channel on Road Perindustrian. The purpose of this study is to find the maximum amount of water flow that can be accommodated by drainage channels. Rain intensity was calculated using the Mononobe method, as well as the flow rate is calculated using the Rational method. The existing capacity of drainage dimensions are measured directly in the the field using Manning method for calculating flow velocity. The results obtain Q2yrs = 1.27mm/s, Q5yrs = 1.67mm/s, Q10yrs = 1.84mm/s, while Q channel 0.24mm/s. Thus, it can be concluded that capacity of road drainage channel is lower than Q rain that can not accommodate the existing rain flow.

scholarly journals Perencanaan Saluran Drainase pada Jalan Donowarih Kecamatan Karangploso Kabupaten Malang

2019 ◽  
Vol 4 (1) ◽  
pp. 49
Author(s):  
Suhudi Suhudi ◽  
Harvy Irvani
Keyword(s):  
Research Method ◽  
Drainage System ◽  
Drainage Channel ◽  
The Road ◽  
Construction Design ◽  
Flood Discharge ◽  
Surrounding Environment ◽  
Drainage Channels ◽  
On The Road ◽  
Land Use Maps

The drainage system is needed to prevent the occurrence of puddles, dispose of rainwater that is not absorbed in the soil, and make the surrounding environment unhealthy. Karangploso sub-district is a sub-district which is the center of economic, social and local government activities. However, there are problems of flooding or puddles which are the thoughts and concerns of various parties, this is due to the lack of drainage channels in and around the Karangploso District area. This research was carried out in the Borogragal hamlet of Donowarih Village, Karangploso District, Malang Regency. The research method used is the Rational method, namely Qa = 0.00278. C.I.A, uses hydrology analysis, rainfall data and land use maps. From the results of the data analysis states that the amount of rainfall with a return period of 10 years. 10 year return flood discharge for: Q sal. = 1.0 m3 / second. The existing drainage channel capacity is as big as Q sal. = 0.389 m3 / second. The existing channel dimensions are not enough to pass a 10-year return flood discharge of 1.0 m3 / sec. Drainage plan is as big as: Q sal. = 0.410 m3 / sec. The construction design for drainage lines on the road is b = 0.60 m and h = 0.80 m. In order to prevent inundation, the community is advised not to dispose of garbage on the canal and to carry out routine maintenance by related agencies and the community.ABSTRAKSistem drainase sangat dibutuhkan untuk mencegah terjadinya genangan air, membuang air hujan yang tidak terserap dalam tanah, serta membuat lingkungan sekitar menjadi tidak sehat. Kecamatan Karangploso merupakan Kecamatan yang menjadi pusat perekonomian, sosial, dan aktivitas pemerintah daerah. Namun terdapat permasalahan banjir atau genangan air yang menjadi pemikiran dan perhatian dari berbagai pihak, Ini disebabkan minimnya saluran drainase di dalam maupun sekitar wilayah Kecamatan Karangploso. Penelitian ini dilaksanakan di dusun Borogragal Desa Donowarih, Kecamatan Karangploso Kabupaten Malang. Metode penelitian yang digunakan adalah metode Rasional yakni Qa = 0.00278. C.I.A, menggunakan analisa hidrologi, data curah hujan dan peta tata guna lahan. Dari hasil analisis data menyatakan bahwa jumlah curah hujan dengan kala ulang 10 tahun. Debit banjir kala ulang 10 tahun sebesar: Q sal. = 1,0 m3/detik. Kapasitas saluran drainase yang ada sebesar Q sal. = 0,389 m3/detik. Dimensi saluran yang ada tidak cukup untuk melewatkan debit banjir kala ulang 10 tahun sebesar 1,0 m3/ detik. Rencana saluran drainase sebesar : Q sal. = 0,410 m3/detik. Desain konstruksi untuk saluran drainase di jalan adalah b = 0,60 m dan h = 0,80 m. Untuk menjaga agar tidak terjadi genangan maka dihimbau kepada masyarakat agar tidak membuang sampah pada saluran dan mengadakan pemeliharaan secara rutin oleh Dinas terkait dan juga masyarakat.Kata Kunci: drainase; banjir; curah hujan; analisa hidrologi

Research on the Road Performance of the AC-25 Asphalt Mixtures

2012 ◽  
Vol 204-208 ◽  
pp. 1593-1598
Author(s):  
Hong Mei Li ◽  
Wen Fang Liu
Keyword(s):  
Asphalt Pavement ◽  
Asphalt Mixture ◽  
Asphalt Mixtures ◽  
Central Layer ◽  
The Road ◽  
Road Performance ◽  
On The Road

In this paper, firstly, based on asphalt pavement central layer, the comparison with the foreign related gradation of asphalt mixtures, one typical kinds of gradations are decided; Secondly, the asphalt aggregate ratio is predicted based on professor Lin’s Theory , and five asphalt aggregate ratio are selected. Finally, the road performance of asphalt mixture is experimented, and the road performance of five asphalt aggregate ratio is analyzed. As a result, we can predict the range of the optimum asphalt aggregate ratio based on the road performance.

scholarly journals A Fuzzy Rules-Based Driver Assistance System

2015 ◽  
Vol 2015 ◽  
pp. 1-14 ◽  
Author(s):  
Jong-Chih Chien ◽  
Jiann-Der Lee ◽  
Li-Chang Liu
Keyword(s):  
Driver Assistance System ◽  
Fuzzy Rules ◽  
Assistance System ◽  
Viewing Angle ◽  
Driver Assistance ◽  
The Road ◽  
Road Condition ◽  
Driving Condition ◽  
On The Road ◽  
Blind Spots

A vision-based driver assistance system using fuzzy rules to determine whether warnings are necessary is presented. This system is comprised of four cameras, one of which focuses on the driver for estimating the driver’s viewing angle, another focuses on the road ahead for the detection of road condition ahead, and the last two cameras are on both sides of the vehicle, facing backward, for the purpose of determining whether neighboring lanes are occupied by vehicles hidden in the blind-spots. The system uses fuzzy-rules for the analysis of interactions between the driver’s gaze, whether there are vehicles ahead, and in the neighboring lanes to determine whether the current driving condition should be of concern to the driver and issues one of three levels of warnings, from safe to dangerous.

scholarly journals REVIEW OF ROAD DRAINAGE SYSTEM (CASE STUDY: JALAN CIGOMBONG KM 16 - KM 23)

2019 ◽  
Vol 2 (2) ◽  
pp. 40-43
Author(s):  
Yahya Azura ◽  
Heny Purwanti ◽  
Wahyu Gendam Prakoso
Keyword(s):  
Return Period ◽  
Drainage System ◽  
Secondary Data ◽  
Road User ◽  
Primary Data ◽  
Drainage Channel ◽  
Flow Plan ◽  
The Road ◽  
Final Project ◽  
Drainage Channels

A good road drainage system is needed to ensure that road user activities are not disrupted due to rain puddles. The cause of inundation that occurs is land use change, there is no drainage channel, the channel is not well connected, the channel is closed due to widening of the road without considering drainage channels. Given this, research needs to be carried out on the condition of the existing drainage system as a material consideration for evaluating its feasibility and planning a drainage system that is able to overcome the inundation that occurs. Writing this final project refers to primary data and secondary data that already exist. The rainfall data came from the Climatology and Geophysics Meteorological Agency, Balai Besar Region II, Bogor Regency, which is the Darmaga huajn rainfall measurement station and the PUPR Binamarga Office of Bogor Regency. Meanwhile, to find out the dimensions of the existing drainage channels obtained by conducting surveys and direct observation to the field. Data analysis which was carried out was hydrological and hydraulics analysis. Hydrological analysis includes the analysis of rainfall frequency, determining the repeat period, calculating the concentration time, analyzing the rainfall intensity, and calculating the flow flow plan. Based on the results of hydrological analyzes, the hydraulics analysis is then performed, such as calculating the plan channel profile and calculating the height of the planned channel guard. From all of these analyzes, the results of the drainage study on the Cigombong KM 16 - KM 23 highway were carried out, that is, the entire capacity of the existing canals was not able to accommodate the planned flow discharge for a return period of 2 years 5 years 50 years. In addition, the results of the analyzes that have been carried out show that the rain that occurs during a certain period of time and a certain return period greatly affects the planned drainage channel profile and is due to the large amount of garbage in the channel which affects the reservoirs in the drainage that often occur frequently

scholarly journals Analysis Of The Performance East Circle Road Of Sidoarjo

2021 ◽  
Vol 1 (2) ◽  
pp. 37-42
Author(s):  
Muhammad Ayung Tama ◽  
M. Ikhsan Setiawan ◽  
Sapto Budi Wasono
Keyword(s):  
Service Level ◽  
Traffic Volume ◽  
Degree Of Saturation ◽  
Volume Data ◽  
Ring Road ◽  
The Road ◽  
Road Capacity ◽  
Steady Current ◽  
Road Performance ◽  
On The Road

Along with the increasing number of the population of Sidoarjo, this has an i mpact on traffic volume, it occurs on the road of Gedangan roads to Buduran, therefore carried out the transfer of road access to the East Ring Road with specialized for heavy vehicles, due to the transfer of the road, it is necessary to perform the analysis of the East circumference road performance. The research aims to determine the magnitude of the influence of heavy vehicle volumes on the road performance of the East Ring road. The performance Of the east circumference traffic by counting the Level Of Service (LOS) and calculating the volume Of the vehicle compared to the road capacity (degree Of saturation). Traffic volume Data surveyed for 2 days (6 and 10 August 2020), for 6 hours per day at 06.00 – 08.00, 12.00 – 14.00, and 16.00 – 18.00. The analysis of road performance is using the Manual road Capacity (MKJI) method with a degree of saturation (DS) as the main indicator of road performance. The results of the analysis showed the performance of the road on the condition of the excitation point 1 the value of saturation of 0.61 and in point 2 of the value of saturation 0.97 and the result of service level of roadway 1 is C (steady current speed and motion-controlled vehicles) and in point 2 is E (current unstable speed sometimes stalled close request of capacity).

scholarly journals TINJAUAN UMUR RENCANA JALAN PADA TAHUN KE 3 TERHADAP PENURUNAN KINERJA JALAN

Teras Jurnal ◽  
2020 ◽  
Vol 10 (1) ◽  
pp. 71
Author(s):  
Adzuha - Desmi
Keyword(s):  
Transportation Network ◽  
Road Surface ◽  
Transportation Infrastructure ◽  
The Road ◽  
The Third ◽  
Marshall Test ◽  
Road Performance ◽  
On The Road ◽  
The Relationship

<p align="center"><strong><em>Abstract</em></strong></p><p>Highway is a land transportation infrastructure that forms a transportation network to connect an area to other regions, so that the wheels of the economy and development can rotate well. This research was based on the road age of the third year of the road Krueng Geukueh - Beureughang, so the researchers wanted to know what factors were the causes of performance degradation on the road and the relationship between the decline in road performance on the material used. In this study includes 3 stages, namely, Core drill, Marshall Test testing and testing of Test Extracts that have been achieved using 8 (Eight) samples. So it can be concluded that there has been a decrease in asphalt levels on the road resulting in damage and decreased performance on the road. Coupled with increased charges within 3 (three) years, therefore repairs to the road are needed. From this research, it is expected to be able to provide input to improve the quality of the material and the layer of road surface pavement.</p><p> </p><strong><em>Keywords :   Decreasing Road Performance, Core Drill,  Marshall Test, Test Extract,  Asphalt Level.</em></strong>

Data dissemination for green-VANETs communication: an opportunistic optimization approach

2020 ◽  
Vol ahead-of-print (ahead-of-print) ◽  
Author(s):  
Chandramohan D. ◽  
Ankur Dumka ◽  
Dhilipkumar V. ◽  
Jayakumar Loganathan
Keyword(s):  
Traffic Congestion ◽  
Urban Areas ◽  
Data Dissemination ◽  
Optimization Approach ◽  
Content Type ◽  
The Road ◽  
The People ◽  
Road Condition ◽  
Open Issue ◽  
On The Road

Purpose This paper aims to predict the traffic and helps to find a solution. Unpredictable traffic leads more vehicles on the road. The result of which is one of the factors that aggravate traffic congestion. Traffic congestion occurs when the available transport resources are less when compared to the number of vehicles that share the resource. As the number of vehicles increases the resources become scarce and congestion is more. Design/methodology/approach The population of the urban areas keeps increasing as the people move toward the cities in search of jobs and a better lifestyle. This leads to an increase in the number of vehicles on the road. However, the transport network, which is accessible to the citizens is less when compared to their demand. Findings The demand for resources is higher than the actual capacity of the roads and the streets. There are some circumstances, which will aggravate traffic congestion. The circumstances can be the road condition (pot holes and road repair), accidents and some natural calamities. Originality/value There is a lot of research being done to predict the traffic and model it to find a solution, which will make the condition better. However, still, it is an open issue. The accuracy of the predictions done is less.

Research and Experiment on the Road Performance of Scoria (Volcanic Ash)

2011 ◽  
Vol 243-249 ◽  
pp. 4101-4105
Author(s):  
Zhen Hua Fan
Keyword(s):  
Theoretical Basis ◽  
Volcanic Ash ◽  
Detection Method ◽  
Road Construction ◽  
Construction Technology ◽  
Engineering Property ◽  
The Road ◽  
Road Performance ◽  
On The Road ◽  
And Performance

According to the tests and researches, this paper combine the constructing condition of scoria (volcanic ash) subgrade and lime-volcanic ash gradation macadam subgrade and the result of investigation and detection after the test section is completed, the physicochemical property, engineering property, compaction mechanism and performance, formation mechanism and increasing rule of strength of scoria (volcanic ash) and lime-volcanic ash are systematically analyzed, propose the construction technology and detection method of scoria (volcanic ash) subgrade and lime-volcanic ash gradation macadam subgrade, provide technical support and theoretical basis for application of scoria (volcanic ash) on road construction.

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