scholarly journals Studi Ketercukupan Kapasitas Saluran Jalan Pada Jalan Dengan Kelandaian Cukup Tinggi (Studi Kasus Jalan Kawah Ijen, Bondowoso)

2021 ◽  
Vol 9 (2) ◽  
pp. 109-115
Author(s):  
Noor Salim
Keyword(s):  
Water Discharge ◽  
Rectangular Channel ◽  
Daily Rainfall ◽  
Design Flood ◽  
The Road ◽  
Smooth Flow ◽  
Flood Discharge ◽  
Discharge Plan ◽  
Drainage Design ◽  
Comprehensive Study

Stagnant water in the highway area is the cause of disruption of the smooth flow of vehicle traffic. Even the overflowing of air from the road creates a large flood supply in the road area. The problem of flooding in the Ijen Bondowoso crater road area was also triggered by the inability of the channel that functions to fill the flood water discharge that occurs in this road area. From this problem, it is necessary to study regarding the adequacy of the capacity of the road channel on roads with a fairly high slope such as what happened in the area of Ijen Crater road, Bondowoso From the results of this study it can be seen that the average daily rainfall is the result of 100,461 mm and the relative average rainfall intensity of each channel for the 10 year return period is 63,301 mm / hour. The flood discharge plan is calculated from 2 to 100 years. In this drainage design analysis, the design flood discharge is calculated for only 10 years, and a planned flood discharge is obtained of 0.423 m3 / second. The channel required to fill the flood discharge is a rectangular channel with the size B = H = 0.6 m. It is recommended to always carry out a comprehensive study with regard to changes in the road body of the road along with the increase in existing traffic. As well as the infrastructure of the existing channel and feeding the community around the road, it will be clean and not littering, especially in the road channel

The Influence of Geographical Factors on Extreme Rainfalls in Lampung Province

2019 ◽  
Vol 1 (1) ◽  
pp. 33
Author(s):  
M Welly
Keyword(s):  
Geographical Location ◽  
Daily Rainfall ◽  
Extreme Rainfall ◽  
Design Flood ◽  
Extreme Rainfall Events ◽  
Rainfall Events ◽  
Ungauged Basin ◽  
Flood Discharge ◽  
Design Rainfall ◽  
Geographical Factors

Many people in Indonesia calculate design rainfall before calculating the design flooddischarge. The design rainfall with a certain return period will eventually be convertedinto a design flood discharge by combining it with the characteristics of the watershed.However, the lack of a network of rainfall recording stations makes many areas that arenot hydrologically measured (ungauged basin), so it is quite difficult to know thecharacteristics of rain in the area concerned. This study aims to analyze thecharacteristics of design rainfall in Lampung Province. The focus of the analysis is toinvestigate whether geographical factors influence the design rainfall that occurs in theparticular area. The data used in this study is daily rainfall data from 15 rainfallrecording stations spread in Lampung Province. The method of frequency analysis usedin this study is the Gumbel method. The research shows that the geographical location ofan area does not have significant effect on extreme rainfall events. The effect of risingearth temperatures due to natural exploitation by humans tends to be stronger as a causeof extreme events such as extreme rainfall.Keywords: Influence, geographical, factors, extreme, rainfall.

scholarly journals PERBANDINGAN BEBERAPA METODE DEBIT PUNCAK BANJIR RANCANGAN COMPARISON OF SOME PEAK DISCHARGE FLOOD DESIGN METHODS

GANEC SWARA ◽  
2020 ◽  
Vol 14 (1) ◽  
pp. 526
Author(s):  
HUMAIROH SAIDAH ◽  
ATAS PRACOYO ◽  
KHAIRUDIN KHAIRUDIN
Keyword(s):  
Design Method ◽  
Water Discharge ◽  
Peak Discharge ◽  
Design Flood ◽  
Flood Peak ◽  
Accuracy Test ◽  
Flood Discharge ◽  
Proper Design ◽  
Design Calculations ◽  
Selection Of

Peak discharge flood analysis is very crucial in waterworks design. The proper design flood discharge will produce effective construction dimensions as project requirement. Therefore, flood design calculations must be analyzed using appropriate methods. The problem in estimating design flood discharge is usually found in ungauged watersheds which do not have any water discharge measuring equipment.This study wants to test the flood design method using rain data input to be applied to the Babak River, so the result can be used as a guide in the selection of flood discharge calculation techniques in other ungauged watersheds.The accuracy test is carried out by comparing the results of these methods with the flood design resulted from a frequency analysis of the Annual Maximum Series. Based on the results of the calculation, the peak flood of the Harpers method has the smallest RE and RMSEP values are 8.960% and 88.546 respectively. Thus, it can be concluded that the calculation of the design of the flood peak Haspers method has the best accuracy of the analysis results when compared with the Melchior and Weduwen methods for Babak River.

scholarly journals ANALYSIS AND EVALUATION OF THE DRAINAGE NETWORK SYSTEM IN THE HOUSING AREA OF VILA RIZKI ILHAMI 2 SAWANGAN, DEPOK-WEST JAVA

ASTONJADRO ◽  
2021 ◽  
Vol 11 (1) ◽  
pp. 1
Author(s):  
Ridwan Jamaludin Ashari ◽  
Arien Heryansyah
Keyword(s):  
Water Flow ◽  
Flood Control ◽  
Water Discharge ◽  
Residential Area ◽  
National Standard ◽  
Drainage Network ◽  
Flood Discharge ◽  
Excess Water ◽  
Discharge Plan ◽  
The Impact

<p>The impact that occurs from the rampant development of residential areas will certainly make the volume of surface water flow or run off become large. Drainage is a system created to deal with the problem of excess water flow that is above the surface of the earth, some of the things that cause excess water are caused by high water intensity and the long duration of rain. In this study, the problem that occurred was in the drainage network in the residential area of Vila Rizki Ilhami 2 Sawangan, which was a transfer of land functions from infiltration land into a residential area. Evaluation that must be done is covering hydrological analysis and hydraulics analysis to get the amount of flood discharge plan that will be used to analyze the capacity of the planned channel so that no flooding occurs at the location of the settlement area when the settlement is built, recommendations for drainage system design and determine the size of the river dimension / size / times that should be made when accommodating water discharge during maximum rain so that the flood control system can be well integrated. With 3 methods of calculating rainfall, the method of calculation is selected using the gumbel method which is SNI (Indonesian National Standard) with a return period of 2 years, 5 years and 10 years. From the evaluation obtained is to add height height or free board to accommodate flood discharge plan.</p>

scholarly journals EVALUASI DRAINASE JALAN PONDOK BARU – PERMATA KABUPATEN BENER MERIAH KM. 4+200 SAMPAI DENGAN KM. 10+522

2018 ◽  
Vol 1 (4) ◽  
pp. 929-940
Author(s):  
Matjakriandi Matjakriandi ◽  
Alfiansyah Yulianur ◽  
Muhammad Isya
Keyword(s):  
Water Discharge ◽  
Surface Damage ◽  
Network Capacity ◽  
Trial And Error ◽  
Water Drainage ◽  
The Road ◽  
Water Flows ◽  
Discharge Plan ◽  
Longitudinal Slope ◽  
On The Road

Abstract: The road is a transportation infrastructure that is essential for humans. The road connects a community of people in a region with other regions, one important aspect for highway construction was securing the road from the water, either from rain or from a side-street drainage impact on the road surface damage. Bener Meriah district, a mountainous region with an altitude of 100 meters above sea level up to 2,500 meters, with a fairly high rainfall. Road conditions on the slopes and foothills affect the slope of the road longitudinal slope and drainage in the rainy season the road so much going drainage is not functioning properly. Water flows and puddles on the pavement as well as the water flows out of the drainage caused by slope which was great so happens scouring the drainage, plus more water falling from the slopes directly to the pavement without any treatment, for it was necessary to do research that aims to identify capacity of the existing road drainage network, knowing and planning network capacity as well as the road drainage slope drainage is needed so that the roads are not inundated by rain water discharge. The research was conducted on roads Pondok Baru - Permata on Sta.4 + 200 s / d Sta10 + 522. The method used in this research was the average algebra as well as to get a discharge plan and dimension using numerical equations rational modification with a system of trial and error, to come to the rain plan period of 5 years is 184 mm. Existing drainage conditions based on calculations obtained an average drainage discharge  1.52 m3 / sec and the discharge count  0.52 m3 / sec flow rate of water drainage on average at 7.54 m / sec speeds exceeding 1.5 license m / sec. Having calculated back then obtained an average discharge chute  0.519 m3 / sec and the discharge count  0,517 m3 / sec at the speed of average water flow of 1.31 m / sec, drainage on roads Pondok Baru - Permata diredesign necessary. Abstrak: Jalan merupakan infrastruktur transportasi yang sangat penting bagi manusia. Jalan menghubungkan suatu komunitas masyarakat di suatu wilayah dengan wilayah lain, salah satu aspek penting untuk konstruksi jalan raya adalah mengamankan jalan dari air, baik dari air hujan maupun dari drainase samping jalan yang berdampak terhadap kerusakan permukaan jalan. Kabupaten Bener Meriah merupakan daerah pegunungan dengan ketinggian dari permukaan laut 100 meter sampai dengan 2.500 meter, dengan curah hujan yang cukup tinggi. Kondisi jalan yang berada di lereng dan kaki gunung mempengaruhi terhadap kemiringan memanjang jalan dan kemiringan drainase jalan sehingga pada musim hujan banyak terjadi drainase tidak berfungsi dengan baik. Air mengalir dan tergenang di perkerasan jalan serta air mengalir dengan cepat pada drainase yang disebabkan oleh slope yang besar sehingga terjadi gerusan pada drainase, ditambah lagi air jatuh dari lereng  langsung ke perkerasan jalan tanpa ada penanganan, untuk hal itu perlu dilakukan penelitian yang bertujuan untuk mengidentifikasi kapasitas jaringan drainase jalan yang ada, mengetahui dan merencanakan kapasitas jaringan drainase jalan serta drainase lereng yang dibutuhkan agar jalan tidak tergenang oleh debit air hujan. Penelitian ini di lakukan pada ruas jalan Pondok Baru – Permata pada Sta.4+200 s/d Sta10+522. Metode yang dipakai dalam penelitian ini adalah metode rata-rata aljabar serta untuk mendapatkan debit rencana dan dimensi menggunakan metode rasional modifikasi persamaan numeris dengan sistem trial and error, didapat untuk hujan rencana periode 5 tahun yaitu 184 mm. Kondisi drainase eksisting berdasarkan perhitungan didapat debit drainase rata-rata QS  1,52 m3/detik dan  debit hitung QT 0,52 m3/detik dengan kecepatan aliran air rata-rata pada drainase 7,54 m/detik yang melebihi kecepatan izin 1,5 m/detik. Setelah dihitung kembali maka didapatkan debit saluran rata-rata QS  0,519 m3/detik dan debit hitung QT 0,517 m3/det dengan kecepatan aliran air rata-rata 1,31 m/detik, drainase pada ruas jalan Pondok Baru – Permata perlu dilakukan desain.

scholarly journals The Drainage Design on Umban Sari Street from STA 0+500 until STA 0+750 Rumbai Sub-District Pekanbaru City

JURNAL TEKNIK ◽  
2020 ◽  
Vol 14 (2) ◽  
pp. 178-187
Author(s):  
Fadli Gunawan ◽  
Virgo Trisep Haris ◽  
Muthia Anggraini
Keyword(s):  
Road Construction ◽  
Road Surface ◽  
Water Stream ◽  
The Road ◽  
Waste Discharge ◽  
Discharge Plan ◽  
Research Sector ◽  
Drainage Design ◽  
Drainage Capacity ◽  
Total Discharge

Drainage is an important part of city building. Drainage’s function is to channel the water stream in order to prevent pudde on road surface which will harm the road  construction.  Therefore,  an  adequate  drainage  is  needed  to  contain  the rainwater  and  waste  discharge  and  channel  it  to  the  sewer.  The  purpose  of  this research  is  to  calculate  the  appropriate  and  adequate  canal  drainage  capacity and dimension so that puddles and floods will less likely to happen in the next 10 years  on  the  research  sector.  Methods  used  is  gumbel,  arithmetic  and  rational. The result of research is economical section’s trapezoidal drainage design which dimension  needed  is  H  =  1,14  m.  B  =  1,41  m,  T  =  2,55  m  and  w  =  0,75  m. Therefore  can  be  concluded  that  designed  drainage  capacity  plan  on  sector Umban Sari street is capable to contain rainwater discharge, because it adjusted to total discharge plan of 0,55509 m3/s and total discharge plan of 0,246 m/s. The suggestion  from  this  research  so  that  this  planned  drainage  can  function optimally  is  all  party  concerned  will  have  to  maintenance  the  drainage periodically, by doing checking, cleaning and not littering.

scholarly journals Analisis Kapasitas Tampung pada Lahan Basah Sei Kelik Ketapang

CANTILEVER ◽  
2020 ◽  
Vol 9 (1) ◽  
pp. 1-6
Author(s):  
Hari Wibowo
Keyword(s):  
Water Management ◽  
Human Life ◽  
Drainage System ◽  
Water Sources ◽  
Conservation Areas ◽  
Conservation Area ◽  
Flood Discharge ◽  
Discharge Plan ◽  
Living Things ◽  
Drainage Design

Wetlands have a very important role for humans and the environment. The function of wetlands as a support for human life, among others, water sources, a variety of habitats for living things, controlling floods, and drought. One of the wetlands in the Kelik river, Ketapang Regency. This wetland has an area of 2600 ha. The land is now a conservation area, with cultivation rights. The existing problem, namely, the land is the residual combustion that occurred in 2015 and is always flooded with water and the need for an existing drainage system on the land. Land needs to be managed properly in water management. Efforts to manage conservation areas so as not to experience drought, which results in fires, which will threaten land conservations. Methods for dealing with drainage systems by utilizing existing ditches or drains. Drainage design using hydrological and hydraulic studies. The method used in determining the flood discharge plan is based on the need for drainage modulus and the area of the ArcGIS software aid sub-area. The results of the study indicate the need to improve the existing channel. Repair through efforts to deepen the trenches and hold widening or normalization. Also, the depth of the new channel is needed to make an automatic door so that the water can be grounded to maintain the availability of water in the ground.

Penentuan Metode Intensitas Hujan Berdasarkan Karakteristik Hujan dari Stasiun Pengamat Hujan Disekitar Kecamatan Karawang Timur

2019 ◽  
Vol 5 (1) ◽  
Author(s):  
Melisa Permatasari ◽  
M. Candra Nugraha ◽  
Etih Hartati
Keyword(s):  
Drainage System ◽  
Daily Rainfall ◽  
Intensity Analysis ◽  
Rain Intensity ◽  
Rainy Period ◽  
Discharge Plan ◽  
Calculation Results ◽  
Value Determination ◽  
Maximum Daily Rainfall ◽  
Method Approach

<p>The rain intensity is the high rainfall in unit of time. The length of rain will be reversed by the amount rain intensity. The shorter time the rain lasts, the greater of the intensity and re-period of its rain. The value of rain intensity is required to calculate the flood discharge plan on the drainage system planning area in East Karawang district. Determining the value rain intensity is required the maximum daily rainfall data obtained from the main observer stations in the Plawad station planning area. The method of determination rain intensity analysis can be done with three methods: Van Breen, Bell Tanimoto and Hasper der Weduwen. Selected method is based on the smallest deviation value. Determination deviation value is determined by comparing rain intensity value of Van Breen method, Bell Tanimoto, Hasper der Weduwen. By comparing rain intensity value of the Van Breen method, Bell Tanimoto, Hasper der Weduwen with the results of calculating three methods through the method approach Talbot, Sherman and Ishiguro. Calculation results show that the method of rain has smallest deviation standard is method Van Breen with Talbot approach for rainy period (PUH) 2, 5, 10, 25, 50 and 100 years.</p>

scholarly journals Pertinent spatio-temporal scale of observation to understand suspended sediment yield control factors in the Andean region: the case of the Santa River (Peru)

2013 ◽  
Vol 17 (11) ◽  
pp. 4641-4657 ◽  
Author(s):  
S. B. Morera ◽  
T. Condom ◽  
P. Vauchel ◽  
J.-L. Guyot ◽  
C. Galvez ◽  
...  
Keyword(s):  
Suspended Sediment ◽  
Spatial Data ◽  
Sediment Yield ◽  
Water Discharge ◽  
Daily Rainfall ◽  
Sediment Concentration ◽  
Suspended Sediment Yield ◽  
Control Factors ◽  
Daily Water ◽  
Spatio Temporal

Abstract. Hydro-sedimentology development is a great challenge in Peru due to limited data as well as sparse and confidential information. This study aimed to quantify and to understand the suspended sediment yield from the west-central Andes Mountains and to identify the main erosion-control factors and their relevance. The Tablachaca River (3132 km2) and the Santa River (6815 km2), located in two adjacent Andes catchments, showed similar statistical daily rainfall and discharge variability but large differences in specific suspended-sediment yield (SSY). In order to investigate the main erosion factors, daily water discharge and suspended sediment concentration (SSC) datasets of the Santa and Tablachaca rivers were analysed. Mining activity in specific lithologies was identified as the major factor that controls the high SSY of the Tablachaca (2204 t km2 yr−1), which is four times greater than the Santa's SSY. These results show that the analysis of control factors of regional SSY at the Andes scale should be done carefully. Indeed, spatial data at kilometric scale and also daily water discharge and SSC time series are needed to define the main erosion factors along the entire Andean range.

scholarly journals SIDOARJO MUD DRAINAGE SYSTEM

CI-TECH ◽  
2020 ◽  
Vol 1 (01) ◽  
pp. 31-37
Author(s):  
Achmad Baydhowi ◽  
Soebagio
Keyword(s):  
Drainage System ◽  
Soil Condition ◽  
Drainage Channel ◽  
The South ◽  
The West ◽  
South Side ◽  
Flood Discharge ◽  
Discharge Plan ◽  
Embankment Height

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

scholarly journals ANALISIS TINGGI MUKA AIR BANJIR DAS BELAWAN DENGAN MENGGUNAKAN SOFTWARE HECRAS

2018 ◽  
Vol 7 (1) ◽  
pp. 26-29
Author(s):  
Asril Zevri
Keyword(s):  
Water Level ◽  
Cross Section ◽  
Return Period ◽  
Industrial Development ◽  
Daily Rainfall ◽  
Flood Water ◽  
Flood Discharge ◽  
Flood Level ◽  
Maximum Daily Rainfall ◽  
River Cross Section

Abstract: Belawan River Basin is one of the watershed, which currently change the land use because of the increasing population and industrial development. Rainfall with high intensity can cause rapid runoff, causing flood around the plains of the river cross section. The purpose of this research is to determine the flood water level of Belawan Watershed and flood discharge return period. Scope of activity in this research is analyzing daily rainfall Belawan watershed with the flood-discharge return period. Scope of activity in this research is analyzing maximum daily rainfall Belawan Watershed, and simulating flood water level with HECRAS. The result of the study shows that the potency of Belawan watershed flood water level is caused by flood discharge at 25 to 100 years especially in the middle to downstream of river cross section that is between 0.7 m and 3.3 m. Keywords: Flood Discharge, Flood Level, Belawan Watershed, Software HECRAS. Abstrak: Daerah Aliran Sungai Belawan adalah salah satu DAS yang pada saat ini mengalami perubahan tata guna lahan seiring bertambahnya jumlah penduduk dan perkembangan industri. Curah hujan yang tinggi dapat mengakibatkan limpasan sehingga menimbulkan tinggi muka air banjir di sekitar dataran penampang sungai. Tujuan dari penelitian ini adalah untuk mensimulasi tinggi muka air banjir DAS Belawan dengan debit banjir periode kala ulangnya. Lingkup kegiatan dalam penelitian ini yaitu menganalisa curah hujan harian maksimum rata-rata DAS Belawan dan menganalisa debit banjir kala ulang 2 sampai dengan 100 tahun, mensimulasi tinggi muka air banjir dengan HECRAS. Hasil studi menunjukan potensi tinggi muka air banjir DAS Belawan terjadi akibat debit banjir periode kala ulang 25 sampai dengan 100 tahun khususnya  di bagian tengah sampai hilir penampang sungai yaitu berkisar antara 0.7 m sampai dengan 3.3 m. Kata kunci: Debit banjir, Tinggi Banjir, DAS Belawan, Software HECRAS.

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