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All Journal eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Sistem : Jurnal Ilmu-Ilmu Teknik Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) BUANA SAINS Jurnal Qua Teknika Prokons: Jurnal Teknik Sipil Journal Of Industrial Engineering & Technology Innovation
Kiki Frida Sulistyani
Program Studi Teknik Sipil Fakultas Teknik Universitas Tribhuwana Tunggadewi Malang
Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics

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PERENCANAAN PERKUATAN TEBING PENGAMAN PERUMAHAN DI KELURAHAN PISANG CANDI PADA BANTARAN SUNGAI METRO KOTA MALANG Moi, Kristoforus; Sulistyani, Kiki Frida; suhudi, suhudi
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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The retaining wall is a structure built to withstand of ground when there is change in land elevation that exceed atrest angles in the land/ground. The function of building of retaining wall is to hold the land and prevent the danger of sliding. Landslide that occurred in the West Juwet housing caused by the dimension of the retaining wall that is too small so unstable against the safety factor (fs), the value of the safety factor in the review is the safety factor to bearing capacity, shear force and stability against roll style. The purpose of this study was to analyze the cause of the collapse (downfall) of retaining wall and replan the retaining wall had collapsed. The existing retaining wall is not stable to shear force that is 1.49 qa = 105.06 (safe), stability to sliding: 1.64 > 1.5 (safe) and stability to roll: 3.68 > 1.5 (safe ). Keywords: Retaining wall, Sliding (Landslide), Dimension, The stability ABSTRAK Dinding penahan tanah merupakan sebuah struktur yang di bangun untuk menahan tanah ketika terdapat perubahan dalam elevasi tanah yang melampaui sudut atrest dalam tanah.Bangunan dinding penahan tanah (retaining waal) berfungsi untuk menahan tanah serta mencegah dari bahaya kelongsoran. Kelongsoran yang terjadi di perumahan Juwet Barat disebabkan oleh dimensi dinding penahan yang terlalu kecil sehingga tidak stabil terhadap faktor keamanan (fs), nilai faktor keamanan yang di tinjau adalah faktor keamanan terhadap daya dukung tanah, gaya geser dan stabilitas terhadap gaya guling. Tujuan dari penelitian ini adalah untuk menganalisa penyebab keruntuhan dinding penahan tanah dan merencanakan kembali dinding penahan tanah yang sudah runtuh. Dinding penahan yang ada tidak stabil terhadap gaya geser yaitu 1,49 < 1,5 (tidak aman). Perencanan kembali dinding penahan tanah dengan menggunakan jenis dinding penahan gravitasi dengan sisi belakang tegak karena jenis ini cocok untuk dinding penahan yang tinggi. Dimensi dinding stabil terhadap daya dukung tanah yaitu : 107,73 > qa = 105,06 (aman), stabilitas terhadap geser : 1,64 > 1,5 (aman) dan stabil terhadap guling : 3,68 > 1,5 (aman). Kata Kunci : Dinding penahan tanah, Longsoran, Dimensi, stabilitas dinding
PERENCANAAN KESTABILAN DINDING PENAHAN STRUKTUR BATU KALI DAN BETON PADA RUAS JALAN MALANG-KEDIRI STA.12.500 KM Soares, Joanico Da Silva; widodo, esti; sulistyani, kiki frida
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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ABSTRACT To improve the stability of the slope, there are several methods that can be used, one atunya is to use the construction of retaining wall. Retaining wall is a construction which serves to hold lateral soil pressure caused by the soil behind the retaining wall. There are two types of retaining walls are often used in the field, namely the type of gravity and cantilever type. The purpose of this study is to analyze the stability of the landslide in the planning stone retaining walls and concrete structures on poor road - kediri sta.12.500 miles. Type retaining wall planned to use the back side of the retaining wall sloping because this type in accordance with the height of the river. Dimensional stable against the wall : Wallstable against soil bearing style = 288,05 > qa = 31,259 (Safe) stable against shear walls = 1,6 > 1,5 (Safe) Wall stable against rolling style = 2,2 > 1,5 (Safe). Keywords : Slope Stability, Retaining walls, Gravity. ABSTRAK Untuk meningkatkan stabilitas lereng, ada beberapa metode yang bisa digunakan, salah atunya adalah dengan menggunakan konstruksi dinding penahan tanah. Dinding penahan tanah adalah konstruksi yang berfungsi untuk menahan tekanan tanah lateral yang ditimbulkan oleh tanah belakang dinding penahan tanah. Ada dua jenis dinding penahan tanah yang sering digunakan di lapangan, yaitu type gravitasi dan type kantilever. Tujuan dari penelitian ini adalah untuk menganalisa longsoran pada perencanaan kestabilan dinding penahan struktur batu kali dan beton pada ruas jalan malang-kediri sta.12.500 km. Jenis dinding penahan tanah yang direncanakan dengan menggunakan dengan dinding penahan tanah sisi belakang miring karena jenis ini sesuai dengan ketentuan ketinggian sungai. Dimensi dinding stabil terhadap : Dinding stabil terhadap gaya dukung tanah = 288,05 > qa = 31,259 (Aman) Dinding stabil terhadap gaya geser = 1,6 > 1,5 (Aman) Dinding stabil terhadap gaya guling = 2,2 > 1,5 (Aman). Kata kunci : Stabilitas Lereng, Dinding Penahan, Gravitasi.
Perencanaan Dinding Penahan Pasangan Batu Kali Pada Sungai Celaket Desa Gading Kulon Kecamatan Dau Kabupaten Malang Lerekaka, Andreas; Suhudi, Suhudi; Sulistyani, Kiki Frida
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Problems landslides are common in Indonesia , especially during the rainy season which resulted in an increase in the volume of water, soil conditions become unstable, this often creates victims of both fatalities and casualties material. One of the locations with frequent landslides in Residence of Malang. One of the ways used to control stability of the land so as not to slide is to build a retaining wall. Planning retaining wall is located on the River Celaket , Gading Kulon village , subdistrict Dau , Malang. In this plan , the data is taken directly through laboratory tests in soil mechanics laboratory civil engineering Tribhuwana Tunggadewi Malang University. The type of planned retaining wall is gravity type. In order to the building can be function properly, then the stability of the building must also be planned as best as possible, therefore, The stability of the retaining wall analyzed to the danger of rolling (bolting) and sliding in normal water conditions without the earthquake, dwite the earthquake and flood water level conditions without the earthquake, with earthquakes Analyzed using the Rankine formula. The result is SFsliding 1,81 > 1,5 dan 1,32 > 1,2, SFbolters 2,07 > 1,5 dan 1,36 > 1,2 (for normal conditions without and with earthquake) dan SFsliding 2,11 > 1,5 and 1,49 > 1,2 SFbolters 2,10 > 1,5 dan 1,26 > 1,2 (for flood condition without and with earthquake), it turns out safely. This study also included with the method of exercising the work used a system of mutual assistance or nongovernmental and calculate the budget plan, which totals Rp.340.503.000 Keyword: Celaket River, Gravity Retaining Wall
EVALUASI PERKUATAN TEBING SUNGAI SUKUN DI KEPANJEN GHOLO, KRISTIANUS BANIM; Widodo, Esti; Sulistyani, Kiki Frida
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 1 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

ABSTRAK Dinding penahan tanah (retaining wall) digunakan untuk menahan tekanan lateral yang ditimbulkan oleh tanah urug maupun berat bangunan yang berada di atas dinding penahan tanah tersebut. Kelongsoran yang tterjadi pada suatu dinding penahan tanah biasanya diesbabkan oleh tidak stabilnya dinding ppenahan tanah tersebut terhadap factor keamanan (fs), nilai factor keamanan yang di tinjau adalahfactor keamanan terhadap gaya guling,gaya geser,daya dukung tanah. Dinding penahan tanah dikatakan setabil apabila angka keamanan diatas batas factor keamanan yang diambil. Tujuan dai setudi ini adalah menganalisa penyebab longsornya dinding penahan tanah dan merencanakan kembali dinding penahan tenah tersebut dengan mengunakan ketentuan-ketentuan dalam pembangunan dinding penahan tanah yang benar. Penyebab Keruntuhan Dinding Penahan Tanah. Runtuhnya didnding penahan tanah di sebabkan karena jenis dinding dan dimensi dinding tidak sesuai dengan ketentuan pembangunan dinding penahan tanah. Dinding tidak setabil terhadap daya dukung tanah = 739,44>qa = 271,81 ( tidak aman ) Dinding tidak setabilitas terhadap geser = 0,29< 1,5 (tidak aman) Dinding tidak setabilitas terhadap guling = 0,01 < 1,5 (tidak aman) Perencananan Kembali Dinding Penhan Tanah Jenis dinding penahan tanah yang direncanakan dengan mengunakan dinding dengan dinding penahan tanah sisi belakang miring karena jenis ini sesuai dengan ketentuan ketinggian tebing sungai. Dimmensi dinding setabil terhadap : Dinding stabil terhadap daya dukung tanah= 1108,24 1.5 ( aman) Kata Kunci : Dinding Penahan Tanah, Dimensi, Perkuatan Tebing
PERENCANAAN PERKUATAN TEBING DI BANTARAN SUNGAI METRO KECAMATAN SUKUN KELURAHAN KARANGBESUKI KABUPATEN MALANG Ximenes, Leonardo Da Cruz; Sulistyani, Kiki Frida; Suhudi, Suhudi
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Some communities in Malang still much settled in areas close to the river banks or cliffs. In this case to note there are many who rely on the land retaining wall as a cantilever aides foundatin on peoples homes. Retaining walls can be said to be safe if the retaining wall has been considered the safety factor, both against the dangers of the shift, the danger of overthrow, reduced bearing capacity and fracture. Planning retaining wall is located in a residential of Graha Indah Santosa on a Karangbesuki metro river bank Karangbesuki metro Village, Sukun District, Malang. The planned retaining wall is the type of gravity. In order to this building function properly, then the stability of the building should also be good. Therefore, the author tries to analyze the stability of the retaining wall to the danger of rolling and sliding toward normal water level conditions without the earthquake, with earthquake and toward flood water level conditions without the earthquake, with earthquakes. Calculation using the formula Rankine. As a result, Sfsliding 1,82> 1.5 and 1.65> 1.2 SFshear 1.9> 1.5 and 1.57> 1.2 (for normal conditions without and with earthquake) and SFsliding 1.9> 1,5 and 1.8> 1.2, SFshear 1.65> 1.5 and 1.35> 1.2 (for flood conditions without and with earthquake) turns secure. This study is also included with the calculation of the total budget plan is Rp. 675.980,002 Key words : River metro, retaining wall, Stability
ANALISIS PEMBUATAN DINDING PENAHAN TANAH PADA LERENG JALAN RAYA ENDE–NANGAPANDA KAB. ENDE KOTA, KONSTANTINUS RANI; Pandulu, Galih Damar; Sulistyani, Kiki Frida
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 1 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

Slide in general for example caused by to lower strong him shift land; ground of bevel, make-up of external burden or condition of water rate height and hidrolis. This research to know denaturing of land; ground mechanic and physical effect of drenching for example change of water rate value (w), degree of saturation (Sr), cohesi (c), angle;corner shift in (φ) land;ground have silt with condition of rate irrigate early certain and how its influence to slide potency, see influence of good bevel geometry variation inclination variation of and also high variation of bevel to change of factor of safety value ( SF) effect of change of land;ground parameters. Data analysis which is to be relied on coulomb formula. Wall penahan of land;ground can be told to stabilize, if obtained security number above taken boundary. Wall stability penahan of land;ground can be expressed with value of Fs ( factor of safety). Value factor of safety the evaluated is Fs Overtuning that is factor of safety to rolling style, Fs Slading is factor of safety to shifting atwall base penahan of land;ground, Bearing capacity Fs is factor of safety to energy support. Intention of this study is to analyse gravitation wall stability and design peaceful dimension to dynamic and static burden. Result of from this study indicate that gravitation wall, with dimension of H = 9,65 m, B = 5,79 m, Ta = 1m, Tb = 4,5 peaceful mbecause its stability value ismatching with the one which required, that is equal to Fs rolling = 2,40, Fs Shift = 1,81, Energy Fs support = 0.84 Keywords : Analysis, Wall Gravitation, Dimension ABSTRAK Kelongsoran pada umumnya antara lain disebabkan karena rendahnya kuat geser tanah pembentuk lereng, peningkatan beban luar atau kondisi hidrolis dan tingginya kadar air. Penelitian ini untuk mengetahui perubahan sifat fisik dan mekanik tanah akibat pembasahan antara lain perubahan nilai kadar air (w), derajat kejenuhan (Sr), cohesi (c), sudut geser dalam (φ) pada tanah berlanau dengan kondisi kadar air awal tertentu dan bagaimana pengaruhnya terhadap potensi kelongsoran, melihat pengaruh variasi geometri lereng baik variasi kemiringan maupun variasi tinggi lereng terhadap perubahan nilai faktor keamanan (SF) akibat perubahan parameter-parameter tanah tersebut. Analisa data yang dilakukan didasarkan pada rumusan coulomb. Dinding penahan tanah dapat dikatakan stabil, apabila angka keamanan yang diperoleh di atas batas yang diambil. Stabilitas dinding penahan tanah dapat dinyatakan dengan nilai Fs (faktor keamanan). Nilai faktor keamanan yang ditinjau adalah Fs Overtuning yaitu faktor keamanan terhadap gaya guling, Fs Slading adalah faktor keamanan terhadap geser pada dasar dinding penahan tanah, Fs bearing capacity adalah faktor keamanan terhadap daya dukung. Tujuan dari studi ini adalah untuk menganalisa stabilitas dinding gravitasi dan mendisain dimensi yang aman terhadap beban statis dan dinamis. Hasil dari studi ini menunjukkan bahwa dinding gravitasi tersebut, dengan dimensi H= 9,65 m, B = 5,79 m, Ta = 1m, Tb = 4,5 m aman karena nilai stabilitasnya sesuai dengan yang disyaratkan, yaitu sebesar Fs guling =2,40, Fs Geser =1,81, Fs daya dukung = 0.84. Kata Kunci : Analisis, Dinding Penahan Gravitasi, Dimensi
Study Perencanaan Stabilitas Dinding Penahan Tanah Kantilever dengan Tambahan Pipa Drainase pada Jalan Sidomakmur Kecamatan Dau Kabupaten Malang Anggal, Vinsensius Armino; Suhudi, Suhudi; Sulistyani, Kiki Frida
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 2, No 2 (2018)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

ABSTRAK Dinding penahan adalah komponen utama dari struktur bangunan utama untuk jalan raya dan bangunan lingkungan lainnya yang terkait dengan tanah berkontur atau tanah yang memiliki ketinggian yang berbeda. Secara singkat dinding penahan adalah dinding yang dibangun untuk menahan massa tanah di atas struktur atau bangunan yang dibuat. Ada beberapa jenis dinding penahan yang sering digunakan dalam konstruksi bangunan seperti dinding penahan gravitasi, dinding penopang penopang, dinding kontras counter, dan dinding braket mentega, yang digunakan dalam penelitian ini adalah dinding jenis kantilever dengan beton K225. Jalannya penyelidikan ini adalah untuk menganalisis stabilitas pergantian gaya, geser dan daya dukung tanah. Dimensi dinding penahan dibangun dengan panjang (b) 17 meter dan tinggi (h) = 7,5 meter, lebar dasar (B) = 5 meter, kondisi tepi laut yang normal tanpa gempa, stabilitas untuk kekuatan bergulir = 2,0> 1, 5 (aman), gaya geser = 2,4> 1,5 (aman), kondisi air banjir tanpa seismik, stabilitas terhadap guling = 2,4> 1,5 (aman), gaya geser = 2,8> 1, 5 (aman) dan gaya pendukung darat = 217,94 < qa = 7571,08 (aman). Dinding penahan direncanakan menelan biaya $ .1.511.954,46 / m3. Kata kunci: Stabilitas; Dinding Penahan; Cantilever ABSTRACT The retaining wall is a major component of the main building structure for highways and other environmental buildings related to contoured soils or soils that have different elevations. Briefly the retaining wall is a wall constructed to hold the mass of the ground above the structure or building created. There are several types of retaining wall which are often used in building construction such as gravity retaining wall, cantilever retaining wall, counter contrast wall, and butter bracket wall, used in this research is cantilever type wall with K225 concrete. The course of this investigation was to analyze the stability of the turn over style, shear and soil bearing capacity. The dimensions of the retaining wall are constructed with a length of (b) 17 meters and height (h) = 7.5 meters, base width (B) = 5 meters, normal waterfront condition without earthquake, stability to rolling force = 2.0> 1, 5 (safe), shear force = 2.4> 1.5 (safe), flood water conditions without seismic, stability to bolsters = 2.4> 1.5 (safe), shear force = 2.8> 1 , 5 (safe) and ground support force = 217.94
Analisis Ketersediaan Air dengan Metode F.J. Mock untuk Kebutuhan Air Bersih di DAS Borong Kabupaten Manggarai Timur Anwar; Khaeruddin2, Dian Noorvy ; Sulistyani, Kiki Frida
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

NTT is an area with relatively dry climatic conditions where the rainy season only lasts 3-4 months and the dry season is 8-9 months so it needs an analysis of the availability of water in each water source, one of which is the Borong watershed. The purpose of this study is to calculate how many mainstay debits are in the Borong watershed and find out the need for clean water in the area entering the Borong watershed area. There are two climatological stations that are influential in the Borong watershed, namely Stamet Ruteng and Wae Bobo / Borong. The data used has a span of time for the last 10 (ten) years, namely from 2007 - 2016 with the average rainfall of the two stations is 2132 mm / year, while the average Q99% discharge obtained is 2.258 million m3 / month . To calculate water requirements, the population data is used for 5 (five) years and projected for the next 20 (twenty) years. From the projection results, the current water demand is 0.00003 million m3 / month, while in 2037 it is 0.0011 million m3 / month. The water balance for clean water needs is currently experiencing a surplus of 2.233 million m3 / month, while in 2037 it has a surplus of 2.20 million m3 / month. Of the remaining water that will be used for the needs of irrigation water with an assumption of 1 liter / second / ha, the total irrigation area that can still be utilized is 257 ha with a minimum surplus in October is 0.002 million m3 / month. Thus it can be concluded that the water in the Borong watershed is able to meet the needs of clean water that is available and can still be used for irrigation water needs.
Analisis Ketersediaan Air dengan Metode F. J. Mock di Das Lowo Rea Kabupaten Ende untuk Kebutuhan Air Irigasi Nurdin, Samsul Alam ; Khaeruddin, Dian Noorvy ; Sulistyani, Kiki Frida
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 1 (2018): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Lowo Rea Watershed (DAS) is a water source that has the potential for an irrigated area of ??1500 ha which is currently utilized only 889 ha, meaning the remaining unused land area of ??611 ha. The purpose of this study was to analyze the availability of water by the F. J. Mock method in the Lowo Rea watershed for irrigation water needs. Rainfall data from 2007 to 2016, Paupanda Pattern Station, Soria / Maukaro Station and Nanganio Pattern Station, this calculation also uses maumere climatology station data. The average rainfall in the Lowo Rea Watershed is 1037 mm / year. From the results of data analysis, it can discharge 80% on average per year 124.07 million / m3 for a discharge analysis of 95% averaging 43.20 million / m3 annually. Furthermore, the analysis of water needs in irrigated land for functional land MT1 889 ha MT2 165 ha and potential land MT1 1500 ha MT2 165 ha. Residual water from irrigated land used for household water needs 60 liters / person from the analysis of household water needs experienced a deficit of -0.02 million / m3 in the second period of August 2018 to 2037 while for other months and years surplus to the irrigated districts of Ende, Detusoko, Wewaria, Detukeli, Maukaro, and Maurole for the remaining water from domestic household water needs of 52 million / m3.
Penentuan Kebutuhan Air Irigasi Optimum dengan beberapa Alternatif Pola Tata Tanam pada Daerah Irigasi Semalat Handriyati , Mimie Try ; Khaerudin , Dian Noorvy ; Sulistyani, Kiki Frida
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 2 (2019): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Semalat Irrigation Area (DI) is an irrigation area located in Sungai Betung District, Bengkayang Regency, West Kalimantan Province with an area of 51.91 hectares. So far, there has been no determination of optimum cropping patterns in accordance with agricultural conditions in Semalat. Therefore, there is a need for research on an analysis of the determination of optimum planting patterns from several alternatives. Determination of the optimum planting system pattern aims to maximize agricultural land that is irrigated by irrigation so as to obtain increased crop yields with the need for efficient irrigation water. The choice of a number of alternative planting patterns is based on the time of the start of the planting period. There are five alternative cropping patterns proposed in the Semalat Irrigation Area, the first is the existing cropping pattern by starting the first rice planting on November 1, the first alternative by starting the first rice planting on October 15, the second alternative by starting the first rice planting in November 15, the third alternative by starting the first rice planting on December 1, and the fourth alternative by starting the first rice planting on December 15. Of the five alternatives proposed in Semalat, the optimum cropping pattern is the existing cropping pattern starting with the first rice planting on November 1 with a total irrigation water requirement for 51.91 hectares of rice field area is 86.17 lt / sec / ha.
Co-Authors Agustian, Dominikus Alsorigussa , Plasida Andreas Andreas Anggal, Vinsensius Armino Anwar Arifianto, Andi Kristafi Bau Mau, Dionisius Danang Bimo Irianto Ery Suhartanto Galih Damar Pandulu GHOLO, KRISTIANUS BANIM Hadun , Moses Hamimullah, Hamimullah Handriyati , Mimie Try Kadir Lebao Kause, Nicodemus Nitanel Kdise, Saul Fredrik Enricko Khaerudin, Dian Noorvy KOROHAMA, FRANSISKUS X.T KOTA, KONSTANTINUS RANI Koten, Agustinus Doro Ruro Kune , Metusalah A. Lerekaka, Andreas Lopes , Yulianus Sequira Makleat, Antonio Luis Martins, Marcal Mau, Nelson Pina Moi, Kristoforus Nurdin, Samsul Alam Ratnasari Rambu Dulu Mosa Saputra, Darma Tinto Simson Soares, Joanico Da Silva Suhudi . Suhudi Suhudi Suhudi, Suhudi Supriyanto, Maradona Sutikno Widodo, Esti Ximenes, Leonardo Da Cruz Yohanes Sahwa Putra Dius4 Yurnalisdel, Yurnalisdel Zhohirin, Zhohirin