cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Muh. Nurjati Hidayat
Contact Email
jurnalpengairan@ub.ac.id
Phone
-
Journal Mail Official
anggara.wws@ub.ac.id
Editorial Address
Jurnal Teknik Pengairan Jurusan Teknik Pengairan Fakultas Teknik, Universitas Brawijaya Jl. MT. Haryono 167 Malang
Location
Kota malang,
Jawa timur
INDONESIA
Jurnal Teknik Pengairan: Journal of Water Resources Engineering
Published by Universitas Brawijaya
ISSN : 20861761     EISSN : 24776068     DOI : 10.21776
Core Subject : Engineering,
Engineering
Jurnal Teknik Pengairan is a scientific journal published regularly twice per year by Faculty of Engineering, Universitas Brawijaya. The paper submitted in this journal covers the fields of Water Resources Information System, Water Resources Conservation, Water Resources Utilization and Efficiency, Water Structure Engineering Planning and Water Resources Engineering Basic Knowledge. The submitted paper can be a summary of research reports or scientific literature review. The language used in this journal is either English or Indonesian.
Arjuna Subject : -
Articles 9 Documents
 1 
Search results for , issue "Vol. 10 No. 2 (2019)" : 9 Documents clear
Analisis Ketahanan Air Di Kota Ternate Provinsi Maluku Utara Prieta Firdayani Mulyono; Haryono Putro
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 2 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (523.824 KB) | DOI: 10.21776/ub.pengairan.2019.010.02.05

Abstract

The biggest problem in Ternate City is availability of water and potential for natural disasters, because it is in the fire ring and climate in there is influenced by the tropical and seasonal climate. The purpose of this study is determine the water resistance in Ternate City for 20 th years until 2039. Water requirements are calculated by exponential method projections, the data based on population, industry, livestock and the area of agricultural land. Water availability debit data is based on water resources infrastructure data that has been available in there. Based on the results of the analysis, known that the total requirement of Ternate City in 2039 is 1.427 m3/ sec, total potential of mainstay discharge in 2039 is 43.139 m3/sec and total potention of dependable flow is 3 0.700 m /sec, so it can be concluded that the water demand in there is still not fulfilled to its full potential but has a great potential for reliable debits. So that, infrastructure development planning is needed in the form of as many as 98 pieces of reservoirs with a total reservoir of 5.67 million m3/sec spread across the largest watershed locations in several areas in Ternate City
Analisa Safety Factor Sheet Pile Pada PLTMG Pontianak Peaker Dengan Aplikasi Geo5 Muhammad Amar Sajali; Rahmah Dara Lufira; Suwanto Marsudi; Aufa Hanan A
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 2 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1406.536 KB) | DOI: 10.21776/ub.pengairan.2019.010.02.01

Abstract

In the past decade, the development of land retaining construction is growing rapidly as optimization of available land use. The purpose of this study is to hold the soil in order to avoid landslide due to the structural load other than the use of available space. The results of the sheet pile analysis at Pontianak Peaker PLTMG found that the SF number in the condition without earthquake (safe condition) is 2.00 and the number of SF in earthquake conditions is 1.40. Based on the results of sheet pile analysis at S-02 and S-03 points in conditions without earthquakes, low tide-without earthquakes, floods-without earthquakes, normal-earthquakes, receding earthquakes, and earthquake floods with earthquakes returning 500 years in analysis the structure and analysis of slope stability are said to be "safe" because the conditions without earthquakes SF values greater than 2.00 and earthquake conditions SF values greater than 1.40.
Analisa Struktur Pelimpah Bendungan Lubuk Ambacang Kecamatan Hulu Kuantan Kabupaten Kuantan Singingi Provinsi Riau Nur Sholawatini; Evi Nur Cahya; Heri Suprijanto
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 2 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1287.098 KB) | DOI: 10.21776/ub.pengairan.2019.010.02.06

Abstract

Lubuk Ambacang Dam is Roller Compact Concrete Dams and located on the Indragiri River, where the overflow spillway structure also important part of the dam. The purpose of this study is to find out the critical area in the structure when an earthquake occurs. Hydraulic analysis determine the appropriate spillway width. Stability analysis is find out that the planned structure is safe from overturning and sliding. The bearing capacity of the soil is also analyzed to determine whether the soil structure has sufficient capacity to withstand the structure load. Structure load are analyzed in normal conditions, Operating Basic Earthquake (OBE) and Maximum Design Earthquake (MDE). Planned of spillway structure based on the analysis of shell plates using STAADPro V8i application. Result of this study, spillway width is 51 meters which is safe from overturning and sliding. Bearing capacity of the soil is able to withstand the structure stress. The results of STAAD.Pro V8i show that the spillway critical area occurs in the upstream part of spillway when the reservoir water conditions are normal and when the OBE occurs. Whereas the Probable Maximum Flood (PMF) condition, critical area is in chuteway channel. For the stilling basin, the critical area occurs in the upper structure when the conditions are Q100th, 1.25Q100th normal and during an OBE.
Analisa Limpasan Berdasarkan Curah Hujan Menggunakan Model Artifical Neural Network (ANN) di Sub Das Brantas Hulu Ery Suhartanto; Evi Nur Cahya; Lu'luil Maknun
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 2 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.pengairan.2019.010.02.07

Abstract

Discharge data is usually less available than rainfall data, so it is necessary to find a relationship between river flows that are applied in the period available rainfall data in a watershed area. The purpose of this study is to determine the suitability of the method based on the analysis of data validation between the observed discharge and the model discharge. The method is done by modeling the discharge based on rainfall with the Artificial Neural Network (ANN) MATLAB R2014b program. The Upper Brantas Watershed is used as a case study because it often has runoff problems. Validation of the ANN method was tested with Root Mean Square Error (RMSE), Nash-Sutcliffe Efficiency (NSE), Correlation Coefficient (R) and Relative Error (KR). From the results of calibration using the ANN Model, the best data is found in the five years data of epoch 500. Verification results based on the value of R have a relatively good relationship between observation discharges with model discharges. The validation results show the validity in a year data of epoch 500.
Analisis Konservasi Air Berbasis Zero Run Off (Studi Kasus Kawasan Block Office Balai Kota Among Tani Kota Batu) Dini Rosvita Tri A.; Mohammad Bisri; Ussy Andawayanti
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 2 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.pengairan.2019.010.02.08

Abstract

The development of Batu as a tourist and agropolitant city has led to some concern, such as water resources. The number of springs has increasingly declined due to the conversion of forest into agriculture land, residential, and tourist sites. Therefore, it is necessary to maintain equilibrium through the process of extracting and replenishment of rain water by absorbing it into soil pores as water conservation efforts. This study examines the analysis of water conservation based on the concept of zero runoff, located in the Block Office area. It is expected to become input for the Batu City Government and be developed in those area. The analysis of surface runoff is calculated by Rational Method. The dimension of recharged well is calculated by using SNI method 03 2453 2002. The magnitude of design discharge obtained with 5 years return period is 111,408 mm. Reharged well is planned with 5 meters height and 1 meter diameter. Recharged well used for 100 m roof area is 1. Water conservation technology by using recharged well is able to collect runoff from the roof, while retention pool collect and absorb runoff from the parking area, road, and yard.
Analisis Prediksi Debit Sungai Amprong Dengan Model Arima (Autoregressive Integrated Moving Average) Sebagai Dasar Penyusunan Pola Tata Tanam Wiwin Sri Rahayu; Pitojo Tri Juwono; Widandi Soetopo
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 2 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.pengairan.2019.010.02.04

Abstract

An accurate determination of water availability in the 10-day period of the Amprong River has an important role in the planting system to support the agricultural production process in DI. Kedungkandang, because if the availability of water is not precisely determined, there will be an error in regulating irrigation water and its use is not as expected. To overcome these problems, an analysis system is needed that is able to make predictions well. One of the time series models is the ARIMA (Autoregressive Intregated Moving Average) model. The model was built by 9 period discharge data, namely 2008/2009 until 2016/2017, to predict the discharge of period 2017/2018. Of the ten tentative models obtained, there are only five models that are worth using. The best model is the ARIMA model (2,0,1) (1,2,1) 36 with the value of MSE = 22,90; KR = 6.00; MSD = 8.05; MAD = 2.04; MAPE = 18.53 and MPE = -8.98. In second crop season the crop intensity of paddy increased from 55.79% to 64.50%, and the production of GBK increased by 13.50%. While the third crop season paddy crop intensity increased from 37.22% to 49.99%, and GBK production increased by 25.54%.
Analisis Keandalan Data Penakar Hujan Otomatis Sebagai Acuan Koreksi Perkiraan Hujan Radar Roby Hambali; Djoko Legono; Rachmad Jayadi
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 2 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.pengairan.2019.010.02.09

Abstract

The reliability test of automatic rain gauge data in the Mt. Merapi region is highly needed considering that the data is used as a reference to correct the X-band MP radar rainfall estimates error. Rain gauge stations containing unreliable data need to be eliminated so that radar rainfall estimates can be adjusted based on reliable data only. This paper discusses the technique of examining the reliability of rain gauge data using a two-way analysis of variance. The method used in variance analyzing is the Scheffe test, where the difference in the mean value of the two rain gauge stations is compared with the critical value of the Scheffe test. The criteria appointed to declare 'reliable' is if the number of stations that have a significant difference with the reviewed station is less than two. A total of 5939 10-minute rainfall intensity data from 21 rain gauge stations in the Mt. Merapi region were used in the analysis. The results show that six of the 21 rain gauge stations contain unreliable data to use as a reference for correcting radar rainfall estimates. The Scheffe test is considered excellent and straightforward to apply to find out the variance of mean values between rain gauge stations.
Analisis Transpor Sedimen Serta Pengaruh Aktivitas Penambangan Pada Sungai Sombe, Kota Palu, Sulawesi Tengah Muhammad Iqbal Pratama; Djoko Legono; Adam Pamudji Rahardjo
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 2 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.pengairan.2019.010.02.02

Abstract

   Permasalahan sedimentasi yang terjadi di Sungai Sombe merupakan suatu fenomena terbawanya butiran atau partikel sedimen yang berasal dari longsoran tebing sungai. Hal tersebut diperparah ketika terjadi hujan dengan intensitas sedang hingga tinggi menyebabkan terbawanya material sedimen bersama banjir. Selain itu, adanya aktivitas penambangan pasir di Sungai Sombe juga dapat mempengaruhi terjadinya perubahan pada dasar sungai. Tujuan dari penelitian ini adalah untuk mengidentifikasi dan memperkirakan besaran angkutan sedimen dan pengaruh dari adanya aktifikasi penambangan terhadap perubahan dasar sungai pada Sungai Sombe. Pada penelitian ini dilakukan pengukuran langsung di Sungai Sombe untuk memperoleh sampel sedimen dan data morfologi sungai serta pengamatan terhadap aktivitas penambangan yang ada di Sungai Sombe, kemudian data – data yang telah dikumpulkan akan di analisis menggunakan metode Rottner dan Van Rijn. Hasil analisis diperoleh nilai rata – rata debit sedimen di Sungai Sombe dengan kala ulang 1 Tahunan, 2 Tahunan, 5 Tahunan dan 10 Tahunan, yaitu metode Rottner sebesar 2,1 x 107 - 3,8 x 107 Ton/tahun; dan metode Van Rijn sebesar 4,0 x107 – 6,9 x 107 Ton/tahun.
Analisis Kekeringan Pada Daerah Aliran Sungai (DAS) Bedadung Berbasis Sistem Informasi Geografis (SIG) Ainur Rofiq Kurniawan; M Bisri; Ery Suhartanto
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol. 10 No. 2 (2019)
Publisher : Fakultas Teknik, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.pengairan.2019.010.02.03

Abstract

The reduced of water availability toward the needs is one thing that indicates the occurrence of a drought. The drought has received more attention from Government of Jember Regency in the form of a drought disaster area management direction. The location of this research is in the Bedadung River Basin with 13 rainfall station located in the upstream of Rowotamtu AWLR Station. Drought analysis uses the Palmer Drought Severity Index method in the form of index that informs the level of drought in an area. The results of the study showed that drought with extreme dry classification occurs from June to October with drought index values ranging from -1,82 (on June) to -14,14 (on October). Patrang, Jelbuk, Arjasa and Panti sub-districts are areas that have experienced drought with a duration of 5 months. Palmer method meteorological drought index and hydrological drought index (value of AWLR Discharge Standardized Box Cox Transformation (Z)) have unidirectional relationship and high degree of relationship, with the Pearson correlation coefficient, r = 0,91

Page 1 of 1 | Total Record : 9

 1 

Filter by Year

2019 2019


Reset
Filter By Issues
All Issue Vol. 14 No. 1 (2023) Vol. 13 No. 2 (2022) Vol. 13 No. 1 (2022) Vol. 12 No. 2 (2021) Vol. 12 No. 1 (2021) Vol. 11 No. 2 (2020) Vol 11, No 1 (2020) Vol. 11 No. 1 (2020) Vol. 10 No. 2 (2019) Vol. 10 No. 1 (2019) Vol. 9 No. 2 (2018) Vol. 9 No. 1 (2018) Vol. 8 No. 2 (2017) Vol 8, No 1 (2017) Vol 7, No 2 (2016) Vol 7, No 1 (2016) Vol 6, No 2 (2015) Vol 6, No 1 (2015) Vol 5, No 2 (2014) Vol 5, No 1 (2014) Vol 5, No 1 (2014) Vol 4, No 2 (2013) Vol 4, No 1 (2013) Vol 4, No 1 (2013) Vol 3, No 2 (2012) Vol 3, No 2 (2012) Vol 3, No 1 (2012) Vol 3, No 1 (2012) Vol 2, No 2 (2011) Vol 2, No 2 (2011) Vol 2, No 1 (2011) Vol 1, No 2 (2010) Vol 1, No 2 (2010) Vol 1, No 1 (2010) Vol 1, No 1 (2010) More Issue