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 Drainage System Evaluation and Control of Inundation on Campus and Housing of ITS Surabaya

2018 ◽  
Vol 1 (2) ◽  
pp. 74-83
Author(s):  
Eldo Fikri Alvin ◽  
Mas Agus Mardyanto
Keyword(s):  
Return Period ◽  
Flow Direction ◽  
Drainage System ◽  
Secondary Data ◽  
Heavy Rain ◽  
Drainage Water ◽  
Primary Data ◽  
Side Channels ◽  
Drainage Channels ◽  
Housing Complex

The area of the campus of Institut Teknologi Sepuluh Nopember (ITS) and its housing complex are usually inundated during heavy rain. It is because the slope of the land in the campus generally flat. Moreover, it is because some of the drainage channels contain sediment that reduce the optimum capacity of the channels. Hence, an evaluation of the drainage system of ITS needs to be conducted.  The steps of doing this evaluation are (i) identification of the existing problems, (ii) collection of primary and secondary data, (iii)  literature review, (iv) calculation of capacity of the existing channels, (v) calculation of runoff, and (vi) analysis of the existing retention ponds. The primary data includes flow direction, the slope of channels, dimension of channels, and thickness of sediment in the channels. The secondary data comprises of rainfall intensity, Master Plan of ITS, and land-use. The calculation includes engineering design, bill of quantity (BOQ), and budget. A standard operation procedure for maintenance of drainage system to make the channels optimum is also suggested. From the analysis, it is shown that the maximum daily rainfalls are 136.09 mm/day for 5 year-rainfall return period and 159.19 mm/day for 10 year-rainfall return period. The cause of inundation in ITS is there are some channels which are not connected to each other. As a result, the drainage water cannot flow easily to receiving water body (river). Another cause of inundation is the slope of some channels that does not properly made. The inundation of some roads is because there are no street inlets such that the water could not flow to the side channels. It can be concluded that (i) it needs some addition of secondary channels and box culvert in some areas, (ii) the slope of some channels need to be rearranged, (iii) 288 street inlets must be constructed along the planning area.

scholarly journals Kajian Evaluasi Sistem Drainase Jalan Srikoyo Kecamatan Patrang Kabupaten Jember (Evaluation of Drainage System in Jalan Srikoyo Kecamatan Patrang Kabupaten Jember)

2016 ◽  
Vol 1 (01) ◽  
pp. 18
Author(s):  
Rusyidina Tamimi ◽  
Sri Wahyuni ◽  
Entin Hidayah
Keyword(s):  
Return Period ◽  
Urban Areas ◽  
Drainage System ◽  
Rainfall Runoff ◽  
Residential Areas ◽  
Runoff Simulation ◽  
The Road ◽  
Water Logging ◽  
Drainage Channels ◽  
Discharge Modeling

AbstractThe water logging or even flood always occurs on Srikoyo road in every rainy season. The condition emerges because of the imbalance between the number of rainwater catchment area and the rapid increase of residential areas. Besides, the drainage channels along the road of Srikoyo are not sufficient enough to hold rainwater well. The process of evaluation is done by applying the method of hydrological analysis to determine the maximum discharge modeling used for evaluating the capacity of the existing drainage channels. The output of the hydrology analysis calculation comes up in rainfall intensity which is required as the data input for SWMM modeling. SWMM modeling is used in this evaluation since it is a model of rainfall-runoff simulation which is used for simulating both quantity and quality of the surface runoff of urban areas. The result of the evaluation using the software SWMM suggests that there are several number of water logging during the return period of 1, 2, 5, and 10 years. There are 3 areas encounter flood in the return period of 1 year, 10 areas in the return period of 2 years, 18 areas in the return period of 5 years, and 19 areas in the return period of 10 years.Keywords: SWMM, Flooding, Drainage, Evaluation AbstrakPada musim penghujan Jalan Srikoyo selalu tergenangi air. Terjadinya genangan di Jalan Srikoyo diakibatkan oleh area resapan air hujan tidak seimbang dengan pesatnya wilayah pemukiman. Selain itu, saluran drainase di sepanjang ruas Jalan Srikoyo kurang memadai dan tidak dapat berfungsi dengan baik untuk menampung air hujan. Dengan adanya permasalahan ini dilakukan proses evaluasi, evaluasi ini dilakukan dengan menggunakan metode analisis hidrologi untuk menentukan debit pemodelan maksimal yang digunakan untuk mengevaluasi kapasitas saluran drainase yang ada. Dimana output perhitungan analisis hidrologi berupa intensitas hujan yang diperlukan sebagai data inputan untuk pemodelan SWMM. SWMM digunakan dalam evaluasi ini dikarenakan SWMM merupakan model simulasi hujan-aliran (rainfall-runoff) yang digunakan untuk mensimulasikan kuantitas maupun kualitas limpasan permukaan dari daerah perkotaan. Dari evaluasi menggunakan software SWMM, pada kala ulang 1 tahun didapatkan 3 node lokasi banjir, kala ulang 2 tahun didapatkan 10 node lokasi banjir, kala ulang 5 tahun didapatkan 18 node lokasi banjir dan kala ulang 10 tahun didapatkan 19 node lokasi banjir.Kata kunci: SWMM, Banjir, Drainase, Evaluasi

scholarly journals KARAKTERISTIK PEDAGANG INFORMAL SEBAGAI “ACTIVITY SUPPORT” KORIDOR JALAN KINTAMANI - BATAM

2019 ◽  
Vol 3 (3) ◽  
pp. 203
Author(s):  
Helen Cia ◽  
Agung Budi Sarjono
Keyword(s):  
Data Collection ◽  
Time Budget ◽  
Secondary Data ◽  
Road User ◽  
Primary Data ◽  
The Road ◽  
Informal Activity ◽  
Goods And Services ◽  
Informal Setting ◽  
Active Can

Abstract: The Maitreya school and tourists who came to Maha Vihara Duta Maitreya made the Kintamani corridor increasingly active, can be seen by the existence of shops as a formal activity which was followed by the proliferation of informal activities.Informal activities using road shoulder that should be provided as an emergency route are used as a place of activity where this activity also moves the economy and social activities for the road user community, this activity helps especially students, students and the surrounding community to fulfill their needs because of their superior location and more affordable prices, especially when compared to goods and services provided by formal traders.The phenomenon of Informal Activity as the Kintamani corridor support activity is the purpose of the research so that the structuring of the area of informal activities is better and safer for the perpetrators of the activity. The technique of survey primary data collection is through visual observations in the form of observations of "time budget method" and photo media, secondary data collection techniques by searching for the needs of informal activities and the behavior of the perpetrators of these informal activities..Keyword: activity support , informal traders , setting area Abstrak: Sekolah Maitreya dan wisatawan yang datang ke Maha Vihara Duta Maitreya membuat koridor Kintamani semakin meningkat aktivitasnya, bisa dilihat dengan adanya pertokoan sebagai aktivitas formal yang diikuti semakin menjamurnya aktivitas informalnya.   Aktivitas informal menggunakan bahu jalan yang seharusnya disediakan sebagai jalur darurat digunakan sebagai tempat beraktivitas dimana aktivitas ini juga menggerakkan perekonomian dan aktivitas sosial bagi masyarakat pengguna jalan, aktivitas ini membantu khususnya para siswa, mahasiswa dan masyarakat sekitar dalam memenuhi kebutuhannya karena keunggulannya lokasi yang lebih dekat dan harga yang lebih terjangkau, terutama ketika dibandingkan dengan barang dan jasa yang disediakan oleh pedagang formal.Fenomena Aktivitas Informal sebagai activity support koridor Kintamani inilah yang menjadi tujuan dari penelitian sehingga penataan area aktivitas informal yang menjadi lebih baik dan aman bagi pelaku aktivitas. Tehnik pengumpulan data primer survei dengan observasi visual berupa pengamatan “time budget method” dan media foto, teknik pengumpulan data sekunder dengan cara mencari kebutuhan dari aktivitas informal dan perilaku pelaku aktivitas informal tersebut. Kata Kunci: Activity Support , Pedagang Informal , Setting Area

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

Studi Sistem Drainase Resapan di Wilayah Karang Anyar Kota Tarakan

2017 ◽  
Vol 1 (2) ◽  
pp. 54
Author(s):  
Asta Asta ◽  
Rosmalia Handayani
Keyword(s):  
Drainage System ◽  
Secondary Data ◽  
Infiltration Rate ◽  
Primary Data ◽  
Residential Construction ◽  
Maximum Capacity ◽  
Flood Discharge ◽  
Single Ring ◽  
Drainage Channels ◽  
Number Of Discharges

Tarakan City is one city that is often flooded during the rainy season it is in because of the narrow drainage system and due to the accumulation of garbage other than one of the factors that affect flooding is tidal. For the central Tarakan Region, specifically in the region of Karang Anyar Central Tarakan that is Seroja , Kenanga and mawar street flood that occurred due to the drainage system which is not good. And population growth is rapidly increasing and the growth of residential construction and industry as well as other supporting facilities are not balanced with the development of the drainage system. Increase the number of discharges that come out due to the increase of housing and other buildings are often already do not meet the capacity of its maximum capacity on existing drainage channels. The research is conducted by doing a survey in the field to obtain primary data and secondary data which will then be processed using the method ISO No. 03- 2459-2002 about general and technical requirments infiltration wells, this standard is a revision of ISO No. 03-3459-2991. The result of the field trial showed that the infiltration rate as measured by the single ring infiltrometeron seroja street at 6cm/hour, on kenanga street by 6 cm/hour, and mawar street by 9cm/hour. Each infiltration wells are planned at each house is capable of reducing flood discharge as much as 0.00254m3/sec at seroja street, kenanga street 0.00282 m3/sec and 0.0034m3/sec on mawar street. Under the assumption 70 % of homes in the study area using infiltration wells.

scholarly journals Analysis of Animal Accidents along the Road of Padamara-Karangcegak in Geospatial Perspective

2019 ◽  
Vol 33 (1) ◽  
pp. 39-50
Author(s):  
Sakinah Fathrunnadi Shalihati ◽  
Esti Sarjanti
Keyword(s):  
Physical Environment ◽  
Satellite Image ◽  
Secondary Data ◽  
Google Earth ◽  
Qualitative Description ◽  
Primary Data ◽  
The Road ◽  
Primary Data Analysis ◽  
Animal Habitat ◽  
Potential Width

The occurrence of animal accidents is one of the consequences of physical environmental interaction of animal in terms of their movement from one place to another and non physical environment in the form of transportation usage by human. Accidents happened to animals can affect the structure of the food chain. It would be a matter if it occurred continuously because some species of animals that were important to the ecosystem would not exist anymore. The records of the frequency of animal accident and habitat along Jalan Padamara-Karangcegak by geospatial could be used to analyze the correlation between the dominance of animal species getting the accidents and the potential width of the habitat owned along the road. Qualitative description was used as the method of the research. It was from the primary data analysis of the distribution of accident and secondary data of the land use from Google Earth of  satellite image which was then processed by Geographic Information System. The results obtained during observations from April to July 2016 showed that there was a correlation between the animal habitat and the accidents happened. The animal with a wider habitat dominated the accidents occurred than animals with no extensive habitat.

scholarly journals Factors Influencing Road Traffic Delay: Drivers’ Perspectives And Loss Of Man-Hour Along Lagos-Abeokuta Expressway, Lagos, Nigeria

1970 ◽  
Vol 10 (5) ◽  
pp. 618-628
Author(s):  
A.I. Bako ◽  
O.O. Agunloye
Keyword(s):  
Road Traffic ◽  
Secondary Data ◽  
Sampling Technique ◽  
Likert Scale ◽  
Traffic Volume ◽  
Primary Data ◽  
The Road ◽  
Factors Influencing ◽  
Traffic Delay ◽  
Bus Stops

This study examined drivers’ perception of road traffic delay attributes and factors influencing road traffic delay with a view to assessing loss of man hours along Lagos-Abeokuta Expressway. This view translated to policy statements that can tremendously reduce the road traffic delay in the study area. Primary data were collected through questionnaire administration, traffic volume survey and direct field observation while the secondary data were obtained from past relevant journals, textbooks among others. The sample frame evolved from an average of 3 day traffic volume survey, which translated into 17,647 drivers between 7 am – 7 pm in the study area. The sample size was 117 (0.007%) as the purposive sampling technique was adopted. The frequency tables and likert scale outputs were adopted for data analyses.  The study found that most drivers along this road were majorly (75.2%) young educated working adults while the trips made accounted for the concentration of work and after-work trips along this road. The study revealed that traffic delay along the road was largely due to indiscreet use of bus-stops, bad roads condition, drivers’ recklessness with DAI values of 4.70, 3.77 and 3.41 respectively using a 5 Point Likert Scale. This study established that a total of 2,920 ‘man-hours’ was lost annually on this road as the daily accumulated estimate for man hour loss was estimated as 8 hours per day. The strict enforcement and monitoring of proper usage of bus-stops and prompt rehabilitation of bad roads are needed among other recommendations.Key Words: Road Traffic Delay, Drivers’ Perspectives, Man-Hour Loss

scholarly journals Critical Literacy Model On Students In Preparing Final Assignments To Avoid Plagiarism

2020 ◽  
Vol 1 (8) ◽  
pp. 74
Author(s):  
Kinanti Resmi Hayati ◽  
Zawawi Zawawi ◽  
Endang Sholihatin
Keyword(s):  
Critical Literacy ◽  
Secondary Data ◽  
Research Problem ◽  
Primary Data ◽  
Observation Data ◽  
Business Faculty ◽  
Study Program ◽  
Final Project ◽  
Scientific Papers ◽  
Using Data

The aim of this study is to develop a Critical Literacy model for Management Economics department’s Students of economics and business faculty of UPN "Veteran" Jawa Timur in Arranging Final Project to Avoid Plagiarism. The research method uses a qualitative and quantitative approach which is applied research with case studies. The research’s location is in Management Economics department’s Students of economics and business faculty of UPN "Veteran" Jawa Timur. The data sources are students, lecturers and administrative staff in Management Economics department. Primary data are questionnaire results and data from interviews. Secondary data are from documents, observation data, and media. The implementation of data collection in the field is regulated through the following strategies, (a) the determination of informants by purposive sampling (for key informants) and snow ball for informant development, (b) interviewing informants, (c) taking notes, (d) asking descriptive and structural question, 5) conducting interview analysis, (e) making domain analysis, (f) finding themes according to the research problem, (g) surveying to students. The research checks the data validity by using data source triangulation techniques. The research conclusions are formulated a critical literacy model that can be applied by economics management study program Management Economics department’s students in preparing Final Project to avoid plagiarism; 1) students prepare topics; 2) students look for references that are relevant to the topic; 3) students start to compile scientific papers (Final assignment) with the correct paraphrasing, quotation, and citation/bibliography techniques; 4) check plagiarism; 5) Similarity tolerance with maximum of 30%; and 6) Final assignment avoids plagiarism.

scholarly journals Penerapan Yellow Box Junction Pada Perlintasan Sebidang Untuk Mengurai Antrian Kendaraan Akibat Penutupan Pintu Perlintasan Sebidang

2018 ◽  
Vol 5 (1) ◽  
pp. 1-9
Author(s):  
I Dewa Gede Tantara Tesa Putra ◽  
Edi Purwanto
Keyword(s):  
Queue Length ◽  
Secondary Data ◽  
Primary Data ◽  
Railroad Track ◽  
Transportation Problems ◽  
The Road ◽  
Is Research ◽  
Passenger Trains ◽  
Railway Crossing ◽  
Further Development

Good transportation is smooth, safe, safe, convenient and efficient transportation. In order to realizesuch good transportation, effort is needed in overcoming various transportation problems that existtoday and then do various further development. One of the transportation problems is the locationof the intersection of Jalan Teuku Umar by crossing a plot of KS Tubun Road between the road andthe railroad track. The crossing of this plot resulted in congestion in the aftermath of the closure ofthe railway crossing. This is very dangerous and causes a burden of loss if there is a train thatpasses at close intervals due to the unraveling of congestion that occurred on Jalan Teuku Umar.The method in this research is research and development. In this research, the research location isTeuku Umar Street. The data collection is divided into primary data and secondary data. Primarydata were obtained by directly conducting a survey to a research site on Jalan Teuku Umar. Theobservation period in the field is done on Sunday, 17 September 2017 for 14 hours from 06.00 to20.00 WIB. Secondary data is data sourced from institutions - insatansi related to research that isPT. Kereta Api Indonesia on the schedule of passenger trains and freight passing through a planeof Teuku Umar Street. Based on the analysis of the application of yellow box junction at theintersection can decompose the queue length that occurs on Teuku Umar Street.

scholarly journals Road improvement from flexible pavement to rigid on Munjul - Panimbang Road Banten

2019 ◽  
Vol 270 ◽  
pp. 03007
Author(s):  
Telly Rosdiyani ◽  
Gunawan Noor ◽  
Irja Iswan
Keyword(s):  
Regional Development ◽  
Secondary Data ◽  
Concrete Pavement ◽  
Public Welfare ◽  
Primary Data ◽  
The Road ◽  
Road Pavement ◽  
Concrete Plate ◽  
Road Section ◽  
On The Road

Roads are an important element in promoting public welfare. With the approach of regional development, the achievement of balance and equitable regional development. Munjul-Panimbang Road Section, a crossroads of tourist access and liaison between villages and sub-districts, this certainly requires an increase in roads in facilitating transportation mobility. Improving the pavement structure that has been declining is one of the solutions that must be done immediately by replacing the pavement flexure structure into concrete pavement (Rigit Pavement). This project has been completed, thereby analyzing the suitability of the Concrete Pavement Road Pavement Planning. This road improvement uses the Concrete Pavement Concatenated Pavement (BBDT) type, stretching the thickness of concrete plate and the required reinforcement diameter. The research method based on Concrete Pavement Concrete Pavement Planning, Pd T-14 2003. Primary data and secondary data are needed as supporting in research. The result of the analysis shows that concrete pavement planning is 15 cm thick concrete plaster and perforated reinforcement per meter using 5D15 mm - 200 mm, while crosslinks per meter of 2D10 mm - 500 mm can withstand the burden of vehicles traveling on the road with the age of 20 years.

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