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All Journal Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan Journal of Indonesian Tourism and Development Studies Jurnal Mahasiswa Jurusan Teknik Pengairan Journal of Environmental Engineering and Sustainable Technology Jurnal Pembangunan dan Alam Lestari Jurnal Tata Kota dan Daerah Jurnal Teknik Pengairan: Journal of Water Resources Engineering Rekayasa Sipil REKAYASA Jurnal IPTEK Jurnal Penelitian Pendidikan IPA (JPPIPA) Jurnal Agroqua: Media Informasi Agronomi dan Budidaya Perairan JCES (Journal of Character Education Society) Civil and Environmental Science Journal (CIVENSE) Journal of Applied Science, Engineering, Technology, and Education Jurnal Sains dan Edukasi Sains JOURNAL OF HUMANITIES, SOCIAL SCIENCES AND BUSINESS (JHSSB) Jurnal Teknologi dan Rekayasa Sumber Daya Air
Mohammad Bisri
Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya
Agriculture, Biological Sciences & Forestry Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Social Sciences Transportation Other

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Studi Optimasi Pola Operasi Waduk Sutami Akibat Perubahan Iklim Irvani, Harvy; Bisri, Mohammad
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 4, No 2 (2013)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

The change of global climate influences the temperature, relative humidity, sunlight time, wind rate, rain rate, and river debit. The higher intensity of rain rate after the change of climate influences the fluctuation of river debit in rainy or dry season. Flood and dryness are natural occasions, which are usually occurring. Sutami Reservoir is functioned to retain water excess from rain and river debit from Brantas River, which in the future it would be stored. River debit is used to fulfill water need in dry season. Therefore, to face the extreme effect, there is needed management planning of reservoir operation managed well and optimally. Methodology used in climate change analysis toward operation model of Sutami Reservoir is Stochastic Dynamic Program and it is obtained a policy system of operation model output before and after climate change. Based on the result of analysis, it shows that there is climate change in Sutami Reservoir where it is signed that optimally reservoir output is changed. In the table of optimally reservoir output shows that before climate change the output policy is still in good condition while after it, the output policy is change where there is any displacement of wet season and dry season in which it causes the debit to Sutami Reservoir changed from what had been expected.Key words: climate change, reservoir operation model, stochastic dynamic program
Studi Ketersediaan Airtanah Guna Menentukan Pola Pemberian Air Untuk Kebutuhan Irigasi Di Kecamatan Mojosari Kabupaten Mojokerto Hariyadi, Achmad; Bisri, Mohammad; Limantara, Lily Montarcih; Sayekti, Rini Wahyu
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 4, No 2 (2013)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Groundwater is currently one of the alternative to meet the needs of irrigation water. In the Mojosari District there is no surface water irrigation system and there are 7 production wells with 261.33 hectares of agricultural land. How the performance of wells producing seen from the C, Fd and T with wells test and aquifer test. How the pattern schedule of groundwater with rotation method. The aim of this study to plan the pattern schedule of water delivery system with reference to the of the existing plant pattern in Mojosari District.Based on the availability of existing groundwater on the 7 production wells, the first DI Menanggal SDMJ 113 Q = 14 l / dt, A = 20ha (2 blocks), Q planting I 15.39 l / dt (91%), continuously, Q planting II 46.77 l / dt and III Q = 39.76 l / dt (31% and 35%), rotation. Second DI Belahan Tengah SDMJ 521.410 Q = 28 l / dt, A = 92.67 ha (4 blocks), Q planting I 71.31 l / dt, II Q = 212.09 l / dt and III Q = 184.23 l / dt (39%, 13% and 15%), rotationally. Third DI Mojosulur SDMJ 473, 461 Q = 32 l / sec), A = 57ha (4 blocks), Q planting I 43.86 l / dt (73%), rotationally, cropping Q II 130.45 l / dt and III Q = 113.32 l / dt (25% and 28%), rotationally. Fourth source DI Sumber Tanggul SDMJ 283 Q = 12 l / s, A = 50 ha (4 blocks), Q planting I 38.47 l / dt (69%), rotationally, cropping Q II 114.43 l / dt and III Q = 99.40 l / dt (23% and 27%), rotationally. Fifth DI Randubango SDMJ 551 Q = 30 l / s, A = 39 ha (3 blocks), Q planting I 30.01 l / sec (100%), continuously, Q planting II 89.26 l / dt and III Q = 77.53 l / dt (34% and 39%), rotationally. Based on the 7 wells discharge production, the availability of groundwater discharge is sufficient for the needs of irrigation in the district of Mojosari with rotation method.Keywords: existing discharge, wells test, aquifers test, water delivery systems, rotation.
Evaluasi dan Alternatif Penanggulangan Genangan Berbasis Konservasi Air di Kota Kupang Das Dendeng – Merdeka Propinsi Nusa Tenggara Timur Suparmanto, Joko; Bisri, Mohammad; Sayekti, Rini Wahyu
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 2, No 2 (2011)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Kawasan padat penduduk Kelurahan Naikoten I, Kecamatan Oebobo, Kota Kupang setiap terjadi hujan dengan intensitas yang cukup tinggi selalu terjadi banjir/genangan air. Hal tersebut terjadi hampir di semua jalan/gang terutama di ruas Jalan Soeharto, Pasar Inpres Naikoten, depan SMU Kriten Nikoten dan Jalan Untung Suropati. Genangan disebabkan hampir semua permukaan tanah tertutup dengan lapisan kedap air, kesadaran masyarakat yang minim serta sebagian jalan/gang tidak memiliki saluran drainase. Studi dilakukan di Wilayah DPS Drainase Dendeng dan Merdeka, Kelurahan Naikoten I. Hasil studi menunjukkan besarnya debit rencana sistem DPS Drainase Dendeng dan Merdeka untuk kala ulang lima tahun masing-masing sebesar 24,017 m3/dt dan 4,775 m3/dt. Terdapat 9 saluran yang tidak mampu menampung debit rencana pada DPS Drainase Dendeng dan 8 saluran pada DPS Drainase Merdeka. Beberapa penyebab terjadinya saluran yang tidak mampu menampung debit rencana yaitu kurang terawat dan terdapatnya sampah pada saluran drainase.Upaya penanganan pada beberapa saluran yang tidak mampu menampung debit rencana yaitu dengan mendesain ulang dimensi saluran dan merencanakan kolam penampung. Selain penanganan tersebut dilakukan pula rekomendasi penanganan secara menyeluruh mengenai kebijakan-kebijakan pemerintah daerah yang melibatkan masyarakat setempat dan mengarah kepada pemberdayaan masyarakat dalam memelihara saluran drainase, pembangunan sumur resapan pada setiap rumah, serta izin dalam pendirian bangunan.Kata Kunci : Sistem Drainase, Genangan, Konservasi Air
Studi Pemulihan Fungsi Das Berdasarkan Tingkat Kekritisan Lahan Dan Potensi Kelongsoran Di Sub Das Jeneberang Hulu Nurdin, Fajar Arif; Bisri, Mohammad; Rispiningtati, Rispiningtati; Priyantoro, Dwi
Jurnal Teknik Pengairan: Journal of Water Resources Engineering Vol 5, No 1 (2014)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Watershead management is a serious problem because of increasing number of critical land as the impact of land management that is not accordance with its ability and not accompanied by efforts of conserve soil and water, and also changes in patterns of land use vegetated. Sub watershed of upstream jeneberang with area 38.552 ha located on the upstream of the Dam Bilibili have problems of watershed damage that is erosion and landslides are an indicator of failure in managing the natural resources that have a public benefit. Based on the analysis result of AVSWAT 2000 showed amount of land area that has an erosion rate in class V (>480 tons/ha/year) reached 3.390,21 ha (8.79% of the total sub watershed upstream jeneberang). Then, from the result of classification susceptibility/degradation level in watershed upstream Jeneberang, obtained critical area of high category 5.820,98 ha (15,11%). The amount of critical land dominated by the land use, open land and garden. Whereas for landslide susceptibility levels, obtained the land area is prone to landslides covering an area of 9.819,36 ha (25,47%) in area with slope class 26-45% and 46-65%. Efforts completion of the real problems in the field is done within depth consideration of the characteristics of the watershed upstream. Recommendations is the form of proposed activities is expected to provide a framework and a common perception that fasilitate the stakeholders to cooperate in an effort of utilization and conservation of natural resources effectively and efficiently to improve the ecosystem stability and prosperity of the community and also preservation of the integrity of watershed function.Keywords: Watershed management, AVSWAT 2000, Erosion, Landslide, Conservation.
Karakteristik Hidrokimia Mata Air Karst untuk Irigasi di Kabupaten Tuban Siswoyo, Hari; Bisri, Mohammad; Taufiq, Mohammad; Pranantya, Vanadani
Jurnal IPTEK Vol 23, No 2 (2019)
Publisher : LPPM Institut Teknologi Adhi Tama Surabaya (ITATS)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.iptek.2019.v23i2.546

Abstract

Mata air karst merupakan salah satu potensi sumber daya air di wilayah Kabupaten Tuban yang memiliki peranan penting sebagai pemasok kebutuhan air irigasi pada lahan pertanian. Tujuan penelitian ini adalah untuk mengkarakterisasi secara hidrokimia air dari mata air karst yang digunakan sebagai sumber air irigasi. Karaktrisasi hidrokimia yang dilakukan mencakup substansi identifikasi tipe kimia air dan penilaian kelayakan kualitasnya sebagai sumber air irigasi. Tipe kimia air ditentukan dengan menggunakan diagram trilinier Piper. Kelayakan kualitas air untuk irigasi dinilai berdasarkan potensi bahaya salinitas dan potensi bahaya alkalinitasnya. Berdasarkan hasil penelitian dapat ditunjukkan bahwa karakteristik hidrokimia air dari mata air karst di lokasi penelitian adalah memiliki tipe kimia Ca2+-Mg2+–HCO3–, potensi bahaya salinitas sedang, dan potensi bahaya alkalinitas rendah. Seluruh air dari mata air karst di lokasi penelitian merupakan air dengan kualitas yang baik untuk irigasi.
STUDI RANCANGAN INSTALASI PENGOLAHAN AIR LIMBAH TAMBAK INTENSIF UDANG VANNAMEI KOTA PROBOLINGGO Ugroseno, Wahyu; Bisri, Mohammad; Fidari, Jadfan Sidqi; Lufira, Rahma Dara
Jurnal Mahasiswa Jurusan Teknik Pengairan Vol 3, No 1 (2019)
Publisher : Jurusan Teknik Pengairan, Fakultas Teknik, Universitas Brawijaya

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Abstract

Pesatnya perkembangan industri tambak di indonesia sejak 1990, diiringi dengan berkurangnya lahan bakau. Hal ini memicu terjadinya kerusakan lingkungan akibat polusi kegiatan tambak. Air limbah buangan tambak terbukti mengandung bahan pencemar sisa pakan, mikroorganisme dan bibit penyakit. Metode yang akan digunakan dalam perencanaan unit pengolahan limbah  tambak udang adalah metode biofilter secara anaerobik dan aerobik. Tujuan dari penelitian ini adalah mengetahui kualitas air limbah tambak sebagai dasar penentuan rancangan instalasi pengolahan air limbah pada Tambak udang, sehingga diharapkan air limbah yang akan dikembalikan menuju badan perairan sesuai dengan baku mutu, dan nantinya akan mengurangi pencemaran di Pantai Mayangan, Kota Probolinggo. Sebelum melewati tahapan proses pengolahan limbah, kandungan BOD, TSS, fosfat, H2S dan amonia pada sampel air tidak memenuhi baku mutu limbah tambak udang. Hasil dari pengolahan limbah ini terbukti sangat efektif. Didapatkan nilai-nilai kandungan polutan air limbah, dapat berkurang secara signifikan. Contohnya parameter BOD pada limbah. Sebelumnya didapati kandungan BOD pada sampel limbah air tambak sebesar 571,72 miligram per liter sampel. Nilai ini melebihi ambang baku mutu yang ditetapkan yaitu kurang atau sama dengan 45 miligram per liter air limbah. Setelah melewati tahapan pengolahan air limbah, dihasilkan nilai BOD yang rendah dan memenuhi kriteria, sebesar 20,582 mg/l. The rapid development of the ponds industry in Indonesia since 1990, accompanied by a reduction in mangrove land. This triggers environmental damage due to pollution of pond activities. Pond wastewater is proven to contain contaminants left over from feed, microorganisms and disease germs. The method to be used in planning the shrimp pond waste treatment unit is an anaerobic and aerobic biofilter method. The purpose of this study is to determine the quality of pond wastewater as a basis for determining the design of wastewater treatment plants in shrimp ponds, so that it is expected that wastewater will be returned to the water body in accordance with quality standards, and will later reduce pollution in Mayangan Beach, Probolinggo City. Before going through the stages of the waste treatment process, the content of BOD, TSS, phosphate, H2S and ammonia in water samples does not meet the quality standards of shrimp pond waste. The results of this waste treatment have proven to be very effective. Obtained values ​​of wastewater pollutant content, can be reduced significantly. For example BOD parameters in waste. Previously found BOD content in pond water waste samples worth 571.72 milligrams per liter of sample. This value exceeds the established quality standard that is less or equal to 45 milligrams per liter of wastewater. After passing through the wastewater treatment stage, a low BOD value is produced and fulfills the criteria, valued at 20,582 mg/l. 
Perencanaan Ruang Berbasis Kemampuan Lahan di Sub Das Brantas Hulu Pusparini, Nadia; Bisri, Mohammad; Ernawati, Jenny
Jurnal Tata Kota dan Daerah Vol 4, No 2 (2012)
Publisher : Fakultas Teknik, Universitas Brawijaya

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Abstract

Critical Watershed in the Brantas Hulu, is constantly increasing. Its impact on the environment are various disasters and critical conditions such as erosion, flooding, landslides, until the loss of spring water sources, drought and land-use changes. It is necessary to plan the space in an area for the function of preservation area and development area. Analisys methods that had used are analyzing of erotion danger level (TBE), the determination of critical lands analysis with scoring techniques, analysis of land capability class classification with map overlay techniques, and analysis of existing land use suitability with land capability with matching methods. The results of this analysis show that the 4813,34 hectares or 27,75 % of the Sub DAS Brantas Hulu is a critical area. While the ability of land shows that the Sub DAS Brantas Hulu is on land capability class III to class VIII, is dominated by class VII (44,91%). The use of existing land in Sub Watershed Brantas Hulu that is not categorized according to the ability of the land area is 9984,89 ha (57,57 %). Spatial planning based on land capabilities in the Sub DAS Brantas Hulu is 2916,65 ha of preservation area, 964,54 ha of forest plantation, 399,53 ha of reforestation, 8724,32 ha of agroforestry ,1856,85 ha of settlement area, 606,66 ha of plantation, 824,92 ha of fields, and 710,14 ha of agricultural land.Keywords : DAS, Critical Lands, Land Capability
ANALISA SPASIAL LIMPASAN PERMUKAAN MENGGUNAKAN MODEL HIDROLOGI DI WILAYAH PERKOTAAN Donny Harisuseno; Mohammad Bisri; Adipadang Yudono; Fabrina Dwi Purnamasari
Journal of Environmental Engineering and Sustainable Technology Vol 1, No 1 (2014)
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (688.142 KB) | DOI: 10.21776/ub.jeest.2014.001.01.8

Abstract

Permasalahan genangan akibat hujan dengan intensitas tinggi menjadi masalah utama khususnya di kawasan perkotaan dengan kepadatan penduduk yang tinggi. Terjadinya alih fungsi lahan dari kawasan resapan menjadi kawasan kedap air menjadi penyebab utama  meningkatnya limpasan permukaan yang mendorong terjadinya banjir. Penelitian ini bertujuan untuk menganalisa sebaran limpasan permukaan secara spasial dengan variasi tahun penggunaan lahan dan menganalisa fungsionalitas jaringan drainase dalam mengurangi genangan yang terjadi.Penelitian ini mengambil lokasi di Sub DAS Brantas, Kecamatan Klojen, Kota Malang. Analisa sebaran limpasan permukaan dilakukan dengan menggunakan model KINEROS yang diintegrasikan dengan perangkat lunak ArcView GIS 3.3. Masukan dari model KINEROS adalah peta tata guna lahan, peta jenis tanah, peta topografi, dan data hujan. Nilai debit limpasan permukaan yang dihasilkan model KINEROS (Qh) selanjutnya ditambahkan debit air buangan (Qk) untuk mendapatkan debit rencana (Qr). Berikutnya dilakukan analisa fungsionalitas jaringan drainase di lokasi penelitian dalam mengurangi limpasan.Hasil studi menunjukkan limpasan yang terjadi meningkat seiring dengan semakin meningkatnya luasan kawasan kedap air. Tinggi limpasan permukaan tertinggi dihasilkan tahun 2010 setinggi 142,76mm yang terjadi di Kelurahan Penanggungan. Besar limpasan yang tereduksi oleh saluran drainase yaitu sebesar 51,637  m3/dtk. Hasil evaluasi kemampuan saluran drainase menunjukkan bahwa masih terdapat beberapa saluran yang tidak mampu menampung debit limpasan permukaan sehingga menimbulkan genangan.
Physical Vulnerability of Coastal Zone of Sidoarjo Distric to Potential Impact of Sea Level Rise due to Climate Change Hermawan Meidy Kurnianto; Mohammad Bisri; Maftuch Maftuch
Indonesian Journal of Environment and Sustainable Development Vol 9, No 2 (2018)
Publisher : Graduate Program

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1016.484 KB) | DOI: 10.21776/ub.jpal.2018.009.02.05

Abstract

Climate change impact such as an increased on the intensity and the frequency of rainfall in the oceans cause sea level rise which then impacts the water surface in the river. This condition has an impact on fishery cultivation in coastal areas. People in Sidoarjo regency are increasingly affected by the alteration of water surface in coastal areas. Sidoarjo region is divided into 5 sub-development areas of one of the 5 sub-regional development units (SSWP V) which are a coastal area with aquaculture fisheries aquaculture economic center. Physical parameter indicators including secondary data and spatial map (GIS) were conducted. The result showed that 4 villages with the highest physical vulnerability of Sidoarjo Regency to the impact of climate change including Kalanganyar Village, Kupang, Tambak Kalisogo and Permisan. Keywords: Coastal, Exposure, GIS, Sea level rise
Karakteristik Hidrokimia Mata Air Karst untuk Irigasi di Kabupaten Tuban Hari Siswoyo; Mohammad Bisri; Mohammad Taufiq; Vanadani Pranantya
Jurnal IPTEK Vol 23, No 2 (2019)
Publisher : LPPM Institut Teknologi Adhi Tama Surabaya (ITATS)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.iptek.2019.v23i2.546

Abstract

Mata air karst merupakan salah satu potensi sumber daya air di wilayah Kabupaten Tuban yang memiliki peranan penting sebagai pemasok kebutuhan air irigasi pada lahan pertanian. Tujuan penelitian ini adalah untuk mengkarakterisasi secara hidrokimia air dari mata air karst yang digunakan sebagai sumber air irigasi. Karaktrisasi hidrokimia yang dilakukan mencakup substansi identifikasi tipe kimia air dan penilaian kelayakan kualitasnya sebagai sumber air irigasi. Tipe kimia air ditentukan dengan menggunakan diagram trilinier Piper. Kelayakan kualitas air untuk irigasi dinilai berdasarkan potensi bahaya salinitas dan potensi bahaya alkalinitasnya. Berdasarkan hasil penelitian dapat ditunjukkan bahwa karakteristik hidrokimia air dari mata air karst di lokasi penelitian adalah memiliki tipe kimia Ca2+-Mg2+–HCO3–, potensi bahaya salinitas sedang, dan potensi bahaya alkalinitas rendah. Seluruh air dari mata air karst di lokasi penelitian merupakan air dengan kualitas yang baik untuk irigasi.
Co-Authors Abdul Aziz Abdul Rahem Faqih Achmad Hariyadi Achsan Achsan Adipadang Yudono Andi Kurniawan Andy Fefta Wijaya Ardiyana, Mita Arianti, Natalia Deassy Arief Rachmansyah Ayu Pratama Putri, Ayu Pratama Budiyanto, Ari Sugeng Cahyani Ainin Dewa, Faralisintia Junia Surya Dian Dinanti Dian Sisinggih Donny Harisuseno Donny Harisuseno Dwi Priyantoro Emma Yuliani Ery Suhartanto Evi Nur Cahya Fabrina Dwi Purnamasari Fadillah Putra Fajar Arif Nurdin Faqih, Abdurrachman Farliani, Danisa Putri Fauzia Sonia, Fauzia Febrianto, Ridwan Fitriani, Naila Zahro Friyana, Acha Octa Gatot Ciptadi Gunawan Prabowo, Gunawan Gunawan Prayitno Hadi Suyono hari siswoyo Harimurti Harimurti Harvy Irvani Hermawan Meidy Kurnianto Imam Santoso Jadfan Sidqi Fidari Janitra, Ezra Jenny Ernawati Joko Suparmanto Julkarnain, Donny Setyaelvanda Lily Montarcih Limantara Linda Prasetyorini Luchman Hakim Lufira, Rahma Dara Maftuch Maftuch Maftuch Maftuch Maulidya, Lia Nur Izza Mayang Wigayatri Misbahul Munir Moh. Khusaini Mohammad Solichin, Mohammad Mohammad Taufiq Mudinillah, Adam Muhammad Musa Muhammad Ruslin Anwar Muhammad Sumsanto Nadia Pusparini Nafi'a, Futicha Elma Dina Napitupulu, Ruth Erditha Nico Rahman Caesar Nindya Sari Nugroho, Himawan Dwi Pitojo Tri Juwono Putra, Rizky Almarendra Wirawan Rahmah Dara Lufira Rini Wahyu Sayekti Rispiningtati Rispiningtati Riyanto Haribowo Roganda Parulian, Roganda Rosihan Asmara Runi Asmaranto Rusdiana Setyaningtyas Secilia, Melinda Priskila Septi Anitasari, Septi Sorey, Teddy Dolfie Sri Wahyuni Sumiadi, Sumiadi Suprapedi Syafira, Annisa Zuyyinani'ma Titah Andalan Norman Prastya Tonny Sahusilawane Tri Budi Prayogo, Tri Budi Ugroseno, Wahyu Ussy Andawayanti Vanadani Pranantya Wardani, Nezya Pramudya Yanuhar, Uun