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

Author(s):  
Suhudi Suhudi ◽  
Harvy Irvani

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

2019 ◽  
Vol 2 (2) ◽  
pp. 40-43
Author(s):  
Yahya Azura ◽  
Heny Purwanti ◽  
Wahyu Gendam Prakoso

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


2021 ◽  
Vol 878 (1) ◽  
pp. 012051
Author(s):  
R Hidayat ◽  
S Setiyadi ◽  
L E Hutabarat

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.


Author(s):  
Ardiansyah Ardiansyah ◽  
M. Gasali M.

Abstract Sungai Beringin Street is a road that has the status of a provincial road, as a connecting road between the capital city of the District of Tembilahan with other districts such as Batang Tuaka Subdistrict, Gaung Serka Children, Gaung and its surroundings. Jalan Sungai Beringin is one of the most densely populated areas of vehicle traffic experiencing flooding problems that regularly occur during the rainy season, because the condition of the drainage system is not well connected and there is no drainage channel on the road. Inundation will affect traffic for vehicles using the road to carry out daily activities, so that it can allow a greater disaster to harm the local community both property and life. According to Suripin, (2004; 7) drainage originating from English Drainage means to drain, drain, dispose of, or divert water. Drainage in the field of civil engineering, can be defined as a technical action to reduce excess water, both from rainwater, seepage, or excess irrigation water from an area / land, so that the function of the area / land is not disturbed. Drainage can also be interpreted as an effort to control the quality of groundwater in relation to salinity, so drainage involves not only surface water but also groundwater. Planning of drainage system for Parit 16 road with dimensions of channel height (h) 0.85 meters, channel width (b) 1.00 meters with slope of 0.04 and safety height of 0.65 meters while trench road 17 with high dimensions of the channel ( h) 0.95 meters, channel width (b) 1.00 meters with a slope of 0.04 and height of 0.69 meters construction of this drainage system in order to accommodate the rainwater discharge on the Beringin River which causes flood inundation during the rainy season . From the results of analysis of calculations, the total cost of the Budget Plan is obtained. The cost of constructing the ditch 16 drainage channel is = Rp. 3,219,594,000.00 and drainage ditch 17 drainage channel = Rp. 3,859,080,000.00.   Abstrak Jalan Sungai Beringin adalah jalan yang berstatus jalan Propinsi, sebagai jalan penghubung antara Ibu Kota Kabupaten Kecamatan Tembilahan dengan Kecamatan lain seperti Kecamatan Batang Tuaka, Gaung Anak Serka, Gaung dan sekitarnya. Jalan Sungai Beringin merupakan salah satu wilayah jalan lalu lintas kendaraan yang cukup padat mengalami masalah banjir genangan air yang rutin terjadi pada saat musim hujan, dikarenakan kondisi sistem drainase belum terhubung dengan baik dan tidak adanya saluran drainase pada ruas jalan tersebut. Genangan akan mengangu lalu lintas bagi kendaraan yang mengunakan ruas jalan tersebut untuk melakukan aktivitas sehari-hari, maka dapat memungkinkan terjadi bencana yang lebih besar hingga merugikan masyarakat setempat baik harta benda maupun nyawa. Menurut Suripin, (2004; 7) drainase yang berasal dari bahasa Inggris Drainage mempunyai arti mengalirkan, menguras, membuang, atau mengalihkan air. Drainase dalam bidang teknik sipil, dapat didefinisikan sebagai suatu tindakan teknis untuk mengurangi kelebihan air, baik yang berasal dari air hujan, rembesan, maupun kelebihan air irigasi dari suatu kawasan/lahan, sehingga fungsi kawasan/lahan tidak terganggu. Drainase dapat juga diartikan sebagai usaha untuk mengontrol kualitas air tanah dalam kaitannya dengan salinitas, jadi drainase menyangkut tidak hanya air permukaan tapi juga air tanah. Perencanaan sistem drainase ruas jalan Parit 16 dengan dimensi tinggi saluran (h) 0,85 meter, lebar saluran (b) 1,00 meter dengan kemiringan 0,04 dan tinggi jagaan 0,65 meter sedangkan ruas jalan parit 17 dengan dimensi tinggi saluran (h) 0,95 meter, lebar saluran (b) 1,00 meter dengan kemiringan 0,04 dan tinggi jagaan 0,69 meter pembangunan sistem drainase ini agar dapat menampung debit air hujan di jalan Sungai Beringin yang menyebabkan banjir genangan pada saat musim hujan. Dari hasil analisa perhitungan maka diperoleh total biaya Rencana Anggaran Biaya pembangunan saluran drainase ruas jalan parit 16 sebesar = Rp. 3,219,594,000.00 dan saluran drainase ruas jalan parit 17 sebesar = Rp. 3,859,080,000.00.  


2018 ◽  
Vol 181 ◽  
pp. 11005
Author(s):  
Andung Yunianta ◽  
Suripin ◽  
Bagus Hario Setiadji

Roadway as part of land transportation is very important to actualize human or commodity movements. Roadway should be able to show good performance. It is known that inundation at roadway is very serious problem, and often causes disruption to road users. Conventional drainage system that has been applied with the concept of discharging or draining water to the drainage channel has not been able to evade rain water that falls on the road surface. To date, the load of drainage channel is increasing. This is contributed by the decrease of the drainage function in order to flow water through the channel. To overcome the problem, a new concept of eco-drainage, that is a concept to minimize the change of water discharge and pollutant as an impact of region development, is introduced. To do so, an experimental method with laboratory test of aggregate and soil will be conducted, followed by developing a roadway drainage model. This study aims to develop a sustainable road drainage system by increasing the ability of the drainage system in infiltrating water that related to road construction to soil in the means of providing artificial facilities. This artificial facility includes side channels, filter layers and infiltration wells. At the end of this study, the expected result is the ability to measure the efficiency and effectiveness of the performance of the model.


CI-TECH ◽  
2020 ◽  
Vol 1 (01) ◽  
pp. 31-37
Author(s):  
Achmad Baydhowi ◽  
Soebagio

Sidoarjo or Lusi mud has an area of ​​640 ha and an average embankment height of 10 meters and submerges three sub-districts, namely Porong District, Jabon District and Tanggulangin District. In 2018, the Sidoarjo mud embankment has decreased or subsided by up to 8.5 meters at several points, which was caused by the condition of the embankment which was almost full and caused the soil condition of the embankment to become unstable. For this problem, it is necessary to build a drainage channel at the edge of the embankment to overcome the overflow of the embankment and flow it to the Porong river which is on the south side of the Sidoarjo mud embankment. From the calculation of the planned rain discharge, it is found that R2 = 72.95 mm after the planned rainfall is obtained, then the next is to look for the flood discharge plan which then plans the dimensions of the channel on the west and east sides of the embankment after obtaining the dimensions of the channel, then the next is planning the resistance pond and draining it to the porong river. with Siphon Network Pipe


2021 ◽  
Vol 4 (1) ◽  
pp. 129-132
Author(s):  
Imti Tsalil Amri ◽  
Santoso Santoso ◽  
Teuku Djauhari ◽  
Brestina Gultom

With the large number of vehicles on the road today, we often get stuck in a traffic jam on our way to a place. And the temperature or the weather that often changes sometimes also causes us to get stuck in a weather. Thus both these problems was made a journal WEATHER AND TRAFFIC MONITORING SYSTEM IoT-BASED TOWARDS JAMBI SMART CITY. This research uses descriptive research method. This method uses action techniques that focus on implementing actions with the aim of improving quality or solving problems in a group of objects and observing the success rate or impact of their actions.


2022 ◽  
Vol 4 (2) ◽  
pp. 612-622
Author(s):  
Indra Mahdi ◽  
Oka Agus Kurniawan Shavab ◽  
Empung Empung ◽  
Hendra Hendra ◽  
Albi Muhammad Fauzi ◽  
...  

The objectives of this service activity are as follows: 1). Increase public understanding of the dangers of chikungunya mosquitoes and their solutions, 2). They were suppressing the spread of chikungunya mosquitoes through fogging and implementing the recommendations for the Eradication of Mosquito Nests (PSN) in the surrounding environment, 3). They are creating a drainage prototype to prevent chikungunya mosquito nests which can be used as examples for making the next prototype, 4). Increase community participation in suppressing chikungunya mosquito nests through the construction of drainage channels, 5). Improve a clean culture in maintaining the cleanliness of the drainage in the surrounding environment. The planned activities to be carried out are in collaboration with the local health center, and the Tasikmalaya city health office to reduce the number of chikungunya mosquito nests and, together with the community, build good drainage channels. The method of activity used is by bringing in experts from puskesmas, health offices, and unsil academics. Next, an approach is taken in solving problems through the 5W 1H strategy, which is solving problems from the questions: what, who, where, when, why, how. The solutions to the problems found in the field are as follows: 1). Provide a stimulus with the construction of a drainage system in accordance with the rules of the Public Works Department, 2). Cooperating with the Cigeureung Health Center by providing chemicals for fogging, 3). Counseling with the Health Center and the Tasikmalaya City Health Office regarding the dangers and solutions of diseases originating from chikungunya


Author(s):  
Juandra Hartono ◽  
Umi Khoiroh ◽  
Muhammad Saleh

Problem on the road access landfill at Balang Island II Bridge is the landslide at STA 23+025 on left side slope (BH-1) caused by a swamp pond on the roadside. The landfill that cutted into the swampy area made the water get stuck on one side (water could not flow to the original condition). The research method is the form of direct observation in the field which focuses on the results of information and laboratory testing which is then processed and analyzed. The analysis obtained that the soil type on the spot is clay with N-SPT 6 – 29. There are 2 alternatives solutions for the problem. First, if there is a ROW problem, the treatments are watercourse, adding counterweight, wooden pile under the landfill and one layer Geotextile PP 50 (initial ground water level on exsisting condition with 90,4 kPa loads). Second, if there is no ROW problem, the treatments are watercourse, adding counterweight, wooden pile under the landfill and one layer Geotextile PET 100 (initial ground water level on top of landfill with 90,4 kPa loads). Based on technical analysis, the second solution was chosen because it has bigger safety factor, smallest settlement value, and shorter time implementation. However it is still need more detail technical justification to strengthen the desicion.


2019 ◽  
Author(s):  
Hamidah Noor Fajriyah

Today, there are many people who do not wear helmets when driving a motorized vehicle because of lack of awareness of driving safety. As a result of not wearing a helmet that is the number of accidents on the road. Therefore, the Sidoarjo District Police distributed free helmets to children with the aim of raising awareness of wearing helmets early on. The writing of this article aims to show efforts in raising awareness to wear helmets early on. The research method used is a qualitative research method with observations of programs that have been carried out. The results of this study indicate that efforts to provide free helmets to children are an effective way to raise awareness of the importance of helmet use and through this program can show that there are still many people who are in an orderly manner.


2019 ◽  
Vol 1 (1) ◽  
pp. 35-45 ◽  
Author(s):  
Andung Yunianta ◽  
Suripin ◽  
Bagus Hario Setiadji

The existing drainage system of roads proposed to manage the quantity of runoff from the road only, while the quality remains uncontrolled. In fact the pollutants and waste originated from the road surface contains hazardous substances. Sustainable drainage system (SUDS) concept offers various structures to solve both quantity and quality problems of surface runoff from roads. One of the potential drainage structure is filter drain or infiltration trench develope along the right side and left side of road. It could be developed by retrofitting the existing drainage channel of the road. The objective of this paper proposes the design model of road drainage based on the concept of a sustainable urban drainage system. The model consists of U-ditch channel, reservoir, an infiltration well. The bottom of U-ditch channel completed with a number of holes to make it porous. The channel filled with aggregate to filter the runoff from the road before flow down into the reservoir beneath. The water is then discharged to infiltration well. The model was developed based on rainfall data and other physical characteristics in Ambarawa City, Semarang Regency, Central Java.The channel dimensions and the depth of aggregate filter were designed base on runoff volume. The relationship among rainfall, runoff volume, area ratio, and drainage dimension are obtained. The results concept of sustainable road drainage is obtained in addressing the quality and quantity of rainwater.


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