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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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STUDI POTENSI AIR BAKU DAN RANCANGAN PEMANFAATAN UNTUK KEBUTUHAN DOMESTIK DI PULAU TARAKAN Kiki Frida Sulistyani; Ery Suhartanto
BUANA SAINS Vol 10, No 2 (2010)
Publisher : Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (175.74 KB) | DOI: 10.33366/bs.v10i2.202

Abstract

In this time in Tarakan Island availability of ill assorted water with amount of water required for society. most indicator are water of PDAM emptying into society not fluent and very society him of rainwater. Island of Tarakan have mean rainfall 4000 mm/year and 230 rain day/year. From this study result is got availability of water in Tarakan is 58.351 million m3, while the requirement of until year 2033 is equal to 37.179 million m3, so that the water balance of still surplus that is 21.172 million m3. Result of calculation of balance irrigate in every district, District of North Tarakan 17.32 million m3. District of West Tarakan -9.22 million m3, by 12 deficit month. District of Central Tarakan deficit volume -0.02 million m3 by 1 deficit month and District of East Tarakan -0.15 million m3 by 1 deficit month. District of West Tarakan need water accomodation to fulfill amount of water required, because have do not enable is again woke up by accomodation, hence the water supply of isn't it from District of North Tarakan. While for the District of Central Tarakan and East Tarakan, can isn't it from the region of each. From result of analysis potency location with AHP to get location priority scale to be woke up. Is so that obtained by plan accomplishment of amount of water required in Tarakan up to year 2033, with development 4 of dam in North Tarakan, 1 of dam in Central Tarakan and 1 of dam in East Tarakan
PERENCANAAN DINDING PENAHAN PASANGAN BATU KALI PADA SUNGAI CELAKET DESA GADING KULON KECAMATAN DAU KABUPATEN MALANG Suhudi Suhudi; Kiki Frida Sulistiani; Andreas Andreas
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 2, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/rekabuana.v2i2.726

Abstract

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
PEMBUATAN SALURAN KELILING UNTUK MENGATASI BANJIR (Studi Kasus Perumahan PNS Kota Tarakan, Kalimantan Utara) Kiki Frida Sulistyani
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2016)
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/rekabuana.v1i2.650

Abstract

So far we know making a ring road outside the city or county to mengartasi traffic density on roads in urban areas. To address the housing PNS flooding caused by the availability of water from surrounding areas due to the location of residential housing in the river valley, then in fashion channel surround housing. Given the rapid development in the town of Tarakan, the manufacturing channel surround using the C = 0,5 assuming land use layout around PNS housing has become a residential areal. This meant that the planned channel can still be used to the area around the housing PNS into a residential area. Calculation results show precipitation method Log Pearson type III at Q = 162 459 mm 10 th and 25 th Q = 183 888 mm. The area around the housing PNS affecting the flood housing PNS is divided into 7 sub-watershed. Channel calculation using trapezoid channel 2 alterbatif namely the pair of stone and concrete vertical channel. Dimensional calculation results obtained from the largest channel for vertical channel B = 5.0 m and H = 2.5 m.
Studi Pemanfaatan Air Sumber Jenon untuk Pemenuhan Kebutuhan Air Irigasi dan Domestik di Kecamatan Tajinan Kabupaten Malang Kiki Frida Sulistyani; Danang Bimo Irianto
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 3, No 2 (2018): EDISI SEPTEMBER 2018
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/rekabuana.v3i2.1020

Abstract

Sumber Jenon merupakan salah satu sumber potensial yang ada di Kabupaten Malang, tepatnya di Desa Gunung Ronggo Kecamatan Tajinan. Saat ini Sumber Jenon sudah dimanfaatkan untuk memenuhi kebutuhan air Domestik seluruh penduduk Desa Gunung Ronggo (1136 KK) dan Desa Purwo Sekar sebanyak 2 RT (76 KK), serta untuk kebutuhan air irigasi di Desa Gunung Ronggo Seluas 72 Ha, dengan Pola Tanam Padi-Palawija. Sumber Jenon memiliki tampungan dengan keliling 159,13 m dan luas 649,1 m2. Dari Hasil pengukuran pada outlet kolam tampungan di dapatkan debit rata-rata air Sumber Jenon setelah dikurangi untuk kebutuhan air domestik adalah 139,2 l/dt. Berdasarkan kebutuhan air dari dinas ciptakarya, serta hasil informasi dari pengguna Kebutuhan air domestik untuk masyarakat kecamatan Tajinan adalah 60 l/orang/hari. Kebutuhan air domestik Desa Gunung Ronggo dan Sumber Sekar ( 2 RT)  saat ini adalah   3,44 l/dt, kebutuhan air irigasi 123,84 l/dt dengan daerah layanan seluas 72 Ha,sehingga didapatkan Ketersediaan air total Sumber Jenon saat ini adalah 142,6 l/dt. Hasil Perhitungan proyeksi penduduk tahun 2030 menyatakan , jumlah penduduk Desa Gunung Ronggo adalah 4093 jiwa dan Desa Sumber Sekar (2 RT) adalah 399 Jiwa. Dari hasil perhitungan  kebutuhan air domestik  tahun 2030 adalah 4,1 l/dt. Kebutuhan air untuk irigasi desa Gunung Ronggo adalah 123,84 l/dt dengan asumsi luas areal irigasi tetap bertahan 72 Ha. Dari Perhitungan ketersediaan air dan kebutuhan air di dapatkan neraca air pada tahun 2018 adalah 15,33 l/dt dan pada Tahun 2030 adalah 14,7 l/dt. Hasil Analisa  neraca air sampai dengan Tahun 2030, menyatakan bahwa air dari Sumber Jenon masih bisa dimanfaatkan untuk eksisting serta proyeksinya sampai tahun 2030 dan masih memiliki sisa potensi sebesar 10,45 liter/detik sehingga masih berpeluang di kembangkan untuk Seluruh Desa Gunung Ronggo, Purwo Sekar, Gunung Sari , Tajinan  serta areal irigasi seluas 72 Ha, dengan neraca air surplus sebesar 1,37 l/dt.Kata-kata kunci : ketersediaan air;kebutuhan air; pemanfaatan air ABSTRACTSumber jenon  is one of the potential sources that exist in Malang Regency, precisely in Gunung Ronggo Village, Tajinan District. Currently Jenon has been used to meet domestic water needs for all residents in Gunung Ronggo Village (1136 households) and 2 RT in Purwo Sekar Village (76 households), and for irrigation water needs in Gunung Ronggo Village, 72 hectares wide, with Pattern Padi-Palawija. At present Sumber Jenon has a 159.13 m3 storage area and 649.1 m2 of pool area. From the results of measurements at the storage pond outlet, the average discharge of Sumber jenon after being reduced for domestic water needs is 139.2 l / sec. Based on the water requirements of the Cipta Karya service, as well as the results of information from users, domestic water needs for the community of Tajinan sub-district are 60 l / person / day. Domestic water needs of Gunung Ronggo and Sumber Sekar Villages (2 RT) currently served by Sumber Jenon  are 3.44 l / sec, irrigation water needs 123.84 l / sec with 72 Ha of service area,  so the availability of Sumber Jenon total water source is 142.6 l / sec. Calculation Results of population projections in 2030 states, the population of Gunung Ronggo Village is 4093 people and Sumber Sekar Village (2 RT) is 399 people.   From the results of the calculation, domestic water demand in 2030 is 4.1 l / sec. The water needs for the irrigation of Gunung Ronggo village is 123.84 l / sec with the assumption that the irrigation area will last 72 ha. From the calculation of water availability and water demand, the water balance surplus in 2018 is 15.33 l / sec and in 2030 is 14.7 l / sec. Water balance analysis results up to 2030, stated that the water from Sumber Jenon can still be used for existing and projected until 2030 and still has the remaining potential of 10.45 liters / second so that it is still likely to be developed for the entire Gunung Ronggo Village, Purwo Sekar , Gunung Sari, Tajinan and an area of 72 ha of irrigation, with a surplus water balance of 1.37 l / sec.
STUDI PERENCANAAN ULANG DINDING PENAHAN PADA HULU BENDUNG KRAMAT KECAMATAN TUMPANG KABUPATEN MALANG Kiki Frida Sulistyani; Kadir Lebao
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 1, No 1 (2016)
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/rekabuana.v1i1.641

Abstract

This study aimed to performre-planning study on there taining wall of Kramat Weir, Tumpang District, Malang Regency. This planning wasused to over come the river bed scour resulting land slide and collapse of retaining walls at the up stream weir. Before planning the retaining wall, firstly it was performed hydrologican alysisconsisted of collecting rainfall data, rainfall analysis designed by Log Pearson Type III method, and calculating the design flood dischargeby using Nakayasu Method. Hydrological analysis resulted that flood discharge of 50 years period plan(Q50years) was 73.636m3/sec;with water level of2.50mabove weir plan. From the calculation results it was obtained that water level above weir could be planned the dimensions of retaining wall planned with building height (h) = 4.5 m (from foundation base), talud slope (z) 1:0.2 (v:h), depth offoundation (Df) = 1m, width of foundation base (b) = 2.50 m to the type of masonryconstruction. Analysis of stability of soil to capacity was less than robust ground i.e. Qallowed17.827t/m2(safe), while stability against sliding was 2.205 and roll was 1.815 with the safety number which was greater than 1.5 (safe). It can be concluded that there taining wall planis stable.
NERACA AIR DAS NANGALILI (WATER BALANCE ANALYSIS IN NANGALILI WATERSHED) Danang Bimo Irianto; Kiki Frida Sulistyani
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 3, No 1 (2018): EDISI MARET 2018
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/rekabuana.v3i1.916

Abstract

Nangalili Is a watershed that has a very wide area in WS Flores, it is 843.73 km2 and is located in two districts ,Manggarai and West Manggarai. Das Nangalili has a potential large water availability that is 595,449 Million m3 / year. The Nangalili watershed also has diverse water needs ranging from irrigation, livestock, household, urban, industrial and river maintenance. In Nangalili watershed there is also Irrigation Area with functional area of 3954Ha. Nangalili watershed is divided into 17 sub watersheds and its water balance calculations are held at 13 locations. From the anual water balance analisys, the result are deficit in 4 location and surplus in 9 location surplus with deficit in period 10 days in certain months with percentage of deficit between 16,7% until. 47.2%. • The deficit location on yearly basis are Wae Lombur Dam, Wae Sele's Bend, Wae Cewo's Bend and Bendung Wae Sesap.
PEMETAAN LAHAN DAERAH IRIGASI KRITIS DI UPTD PENGAIRAN PUJON KABUPATEN MALANG Kiki Frida Sulistyani; Galih Damar Pandulu
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 2, No 1 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/rekabuana.v2i1.659

Abstract

This study expects Mapping Critical Area of Irrigation Land in UPTD Pujon to determine the criticality of the watershed is in the context of decision making related to issues of conservation and watershed management, especially in the handling of the floods and damage to watersheds in order to maintain food security . The purpose of this study is the availability of topographic maps, land cover map, prone to flooding map, Critical Areas Map UPTD Pujon Territory. Results from this study is the existence of maps and data as well as information related to critical areas and disaster-prone of districts in Malang, especially the working area UPTD SDA and Irrigation of Pujon. The research method used 1. Assessment Analysis of disaster prone regions namely climatic conditions, from the monthly climatological data that include wind speed, temperature, humidity, solar radiation and daily rainfall data. Assessment is for the provision of value in the slope class, soil texture class, the land cover and rainfall class. Weighting is giving value for each parameter influenced. 2. Analysis of the level of vulnerability and the risk of flooding to the determination of the value of vulnerability and risk of an area against floods. The results of this study can be found in the area of critical land Pujon districts, while the level of vulnerability to flooding obtain flood prone land area of 46.87 km2 and is very prone to flood an area of 2.89 km2. From this study can be used as the basis for decision-making on land use data changes so that the future use of land could be more ideal and friendly environmentalKata kunci:
Kajian Risiko Bencana Banjir dan Tanah Longsor untuk Desa-Desa di DAS Sembakung, Nunukan Kalimantan Utara Kiki Frida Sulistyani; Danang Bimo Irianto
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 4 (2021): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Secara geografis DAS Sembakung merupakan DAS lintas negara, antara Indonesia dan Malaysia. Berdasarkan Pola Pengelolaan Sumber Daya Air Wilayah Sungai Sesayap, DAS Sembakung memiliki luas wilayah 9.518,78 km2 dengan persentase luas 47 % berada di Malaysia dan 53% di Indonesia. DAS Sembakung berada pada 3,631730o LU -5,092470o LU dan 115,863163o BT – 117,835782o BT. Banjir dan tanah longsor di DAS Sembakung terjadi setiap tahun, dengan 19 Desa terdampak, yang berada di 3 Kecamatan. Pada Kecamatan Lumbis Pansiangan, terdapat 5 desa terdampak banjir dan longsor yaitu desa Desa Ngawol, Desa Sumantipal, Desa Labang, Desa Bulu Laun Hilir dan Desa Lagas. Kecamatan Sembakung Atulai terdapat 6 desa terdampak banjir yaitu Desa Binanun, Liuk Bulu, Pulau Keras, Mambulu, Lubok Buat dan Katul. Kecamatan Sembakung terdapat 8 desa terdampak banjir yaitu Desa Butas Bagu, Labuk, Pagar, Tujung, Manuk Bungkul, Atap, Lubakan dan Tagul. Kajian resiko bencana banjir dan longsor di dasarkan pada penilaian terhadap parameter ancaman banjir, parameter ancaman longsor, parameter kapasitas desa menghadapi bencana dan parameter kerentanan dalam menghadapi bencana. Dari hasil perhitungan didapatkan, 5 desa yang ada di Kecamatan Lumbis Pansiangan masuk klasifikasi risiko tinggi, dan sisanya 14 desa yang ada di Kecamatan Sembakung Atulai dan Sembakung masuk dalam klasifikasi resiko sedang. Desa yang masuk klasifikasi risiko tinggi dan urutannya adalah Desa Labang, Sumatipal, Ngawol, Lagas dan Bulu Laun Hilir. Kata Kunci : parameter ancaman banjir; ancaman longsor; kapasitas; kerentanan; risiko bencana Abstract Geographically, the Sembakung watershed is a cross-country watershed between Indonesia and Malaysia. Based on the Water Resources Management Pattern of the Sesayap Basin, the Sembakung Watershed has an area of ​​9,518.78 km2 with a percentage of 47% of the area located in Malaysia and 53% in Indonesia. Sembakung watershed is located at 3.631730o North Latitude -5.092470o North Latitude and 115.863163o East Longitude – 117.835782o East Longitude. Floods and landslides in the Sembakung watershed occur every year, with 19 villages affected and three sub-districts. In Lumbis Pansiangan District, five villages are affected by floods and landslides, namely Ngawol Village, Sumantipal Village, Labang Village, Bulu Laun Hilir Village, and Lagas Village. There are 6 villages affected by the flood in Sembakung Atulai District, namely Binanun Village, Liuk Bulu, Keras Island, Mambulu, Lubok Create and Katul. There are 8 villages affected by the flood in Sembakung District, namely Butas Bagu, Labuk, Pagar, Tujung, Manuk Bungkul, Roof, Lubakan and Tagul villages. The study of flood and landslide risk is based on assessing the flood threat parameters, landslide threat parameters, village capacity parameters to face disasters, and vulnerability parameters in dealing with disasters. The calculation results found that five villages in Lumbis Pansiangan District were classified as high risk, and the remaining 14 villages in Sembakung Atulai and Sembakung districts were classified as moderate risk. Villages that are classified as high risk and in order are Labang, Sumatipal, Ngawol, Lagas and Bulu Laun Hilir villages
STUDI PERENCANAAN SALURAN DRAINASE DI JALAN SIMPANG GAJAYANA KOTA MALANG: STUDI PERENCANAAN SALURAN DRAINASE DI JALAN SIMPANG GAJAYANA KOTA MALANG Suhudi Suhudi; Kiki Frida Sulistyani2; , Dian Noorvy Khaerudin3; Yohanes Sahwa Putra Dius4
Jurnal Qua Teknika Vol 12 No 2 (2022): September 2022
Publisher : Universitas Islam Balitar Blitar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35457/quateknika.v12i2.2369

Abstract

Seiring dengan berkembangnya zaman, semakin bertambah jumlah penduduk pada suatu kawasan permukiman. Dengan banyaknya bangunan serta gedung-gedung bertingkat meyebabkan wilayah resapan air menjadi berkurang, sehingga dapat menimbulkan berbagai masalah, permasalahan tidak hanya pada sumber resapan air, namun sistem pembuangan air yang buruk juga menjadi penyebab utama sering terjadinya genangan air pada beberapa ruas jalan di Kota Malang, terutama pada ruas Jalan Simpang Gajayana. Untuk mengatasi permasalah tersebut maka perlu adanya evaluasi terkait perencanaan saluran baru dengan tujuan agar air tidak menggenangi permukaan perkerasan jalan. Penalitian ini bertujuan untuk mengetahui kondisi eksisting saluran drainase, desain dimensi saluran drainase dan efisiensi saluran. Dalam penelitian ini pertama-tama dilakukan pengumpulan data berupa data primer dan sekunder, kemudian dilakukan analisis data seperti analisis hidrologi, hidrolika dan efisiensi saluran. Dari hasil analisis dan perhitungan didapatkan Qr5 th =0,028 – 0,209 m3/dt, Qr10 th =0,029 – 0,222 m3/dt, dimensi saluran baru SG 4 KR sepanjang 74 m direncanakan dengan ukuran 60 x 60 cm, SG 7 KR dengan sepanjang saluran 131 m direncanakan dengan ukuran 40 x 40 cm dan saluran SG 3 KN dengan panjang saluran 75 m direncanakan dimensi saluran dengan ukuran 60 x 60 cm. Dari hasil perhitungan yang dilakukan didapatkan bahwa sebelum adanya saluran pada SG 4 KR,SG 7 KR dan SG 3 KN sebanyak 6 saluran pada ruas Jalan Simpang Gajayana tidak efisien dan hanya 2 saluran yang efisien, setelah dilakukan evaluasi saluran dan pembuatan saluran baru maka seluruh yang ada dinyatakan efisien dalam membuang air didalam saluran.
Perhitungan Neraca Air Intake Tualan Sebagai Landasan Peningkatan Kapasitas Layanan dan Pola Operasi Industri Pengolahan Sawit di PT. NSP Kotawaringin Timur Kiki Frida Sulistyani; Danang Bimo Irianto
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 5 (2022): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

PT. Nusantara Sawit Persada (NSP) merupakan industri pengolahan sawit yang berencana mengambil air dari Sungai Tualan yang merupakan anak Sungai dari sistem sungai yang ada di DAS Mentaya. Titik pengambilan berada di Desa Kabuau Kecamatan Parenggean, Kabupaten Kotawaringin Timur pada koordinat koordinat 2°6'13,10" LS , 112°47'49,50 BT . DAS Tualan memiliki luas 1.488 km2, dengan Panjang sungai utama 117,7 km. Tata Guna Lahan Dominan adalah pada DAS Tualan adalah Perkebunan sebesar 73,17%. Intake Tualan direncanakan melayani IPA dengan kapasitas produksi 20 liter/detik atau 1.2 m3/menit dengan pola operasi pengambilan air dilakukan selama 24 jam/hari dari jam 05:00 pagi sampai jam 05:00 pagi keesokan harinya dengan periode pengambilan selama 30 hari per bulan. Debit Andalan Q 90% pada Intake Tualan berkisar antara 4.68 m3/dt di musim terkering dan 87.1 m3/dt di musim hujan. Untuk debit Pemeliharaan Q 95% diambil dari nilai terkecil yaitu 4.48 m3/dt. Neraca air Intake Tualan menunjukkan dengan pemanfaatan 20 liter/detik dan tetap memenuhi kebutuhan debit pemeliharaan di musim hujan dan kemarau, bisa di simpulkan pemanfaatan sebesar 20 l/detik atau 1.2 m3 /menit dengan pola operasi 24 jam per hari dan 30 hari per bulan masih memungkinkan untuk dilakukan mengingat nilai neraca airnya masih surplus dengan nilai terkecil 0.174m3/detik di musim kemarau dan terbesar 32.171 m3/detik di musim hujan.
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