Pub Date : 2022-11-30DOI: 10.21776/ub.pengairan.2022.013.02.02
Aqiel Iqbal Farrossandy, W. Widiarti, Ririn Endah Badriani
{"title":"Evaluasi Saluran Drainase Jalan Manggis Kecamatan Patrang Kabupaten Jember","authors":"Aqiel Iqbal Farrossandy, W. Widiarti, Ririn Endah Badriani","doi":"10.21776/ub.pengairan.2022.013.02.02","DOIUrl":"https://doi.org/10.21776/ub.pengairan.2022.013.02.02","url":null,"abstract":"","PeriodicalId":236511,"journal":{"name":"Jurnal Teknik Pengairan","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-11-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129760936","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-11-30DOI: 10.21776/ub.pengairan.2022.013.02.06
Tutus Pulung Wijaya, Karlina Karlina, Joko Sujono
{"title":"Ketidakpastian Hasil dari Metode Statistical Downscaling dalam membuat Model Hujan Rerata Wilayah","authors":"Tutus Pulung Wijaya, Karlina Karlina, Joko Sujono","doi":"10.21776/ub.pengairan.2022.013.02.06","DOIUrl":"https://doi.org/10.21776/ub.pengairan.2022.013.02.06","url":null,"abstract":"","PeriodicalId":236511,"journal":{"name":"Jurnal Teknik Pengairan","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-11-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126162673","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Analisa Optimasi Irigasi Pada Daerah Irigasi Alopohu Kabupaten Gorontalo Dengan Program Dinamik Deterministik","authors":"Ekarapi Tirta Babba, Lily Montarcih Limantara, Widandi Soetopo","doi":"10.21776/ub.pengairan.2021.012.02.10","DOIUrl":"https://doi.org/10.21776/ub.pengairan.2021.012.02.10","url":null,"abstract":"","PeriodicalId":236511,"journal":{"name":"Jurnal Teknik Pengairan","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121337064","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The drought that occurred in the northern region of Lumajang regency impacts the reduced availability of clean water. This study aims to assess drought disasters and determine strategies for providing clean water supply in the northern region of Lumajang Regency. Drought assessment using Standardized Precipitation Index (SPI) with precipitation data from 2000 to 2019. The drought outputs were spatially plotted using geographic information systems. The results showed that the drought index (SPI-12) complies with drought conditions that occur in the field. The suitability of the drought index is analyzed based on the number of deliveries (dropping) of clean water to the site or location. Extremely dry occurred in 2018, with the highest index value (SPI-12)
{"title":"Penilaian Bencana Kekeringan dan Strategi Penyediaan Air Bersih di Wilayah Utara Kabupaten Lumajang","authors":"Setyawan Purnomo, Gusfan Halik, Yeny Dhokhikah, Radiah Ulil Absari, Anindya Salsa","doi":"10.21776/ub.pengairan.2021.012.02.02","DOIUrl":"https://doi.org/10.21776/ub.pengairan.2021.012.02.02","url":null,"abstract":"The drought that occurred in the northern region of Lumajang regency impacts the reduced availability of clean water. This study aims to assess drought disasters and determine strategies for providing clean water supply in the northern region of Lumajang Regency. Drought assessment using Standardized Precipitation Index (SPI) with precipitation data from 2000 to 2019. The drought outputs were spatially plotted using geographic information systems. The results showed that the drought index (SPI-12) complies with drought conditions that occur in the field. The suitability of the drought index is analyzed based on the number of deliveries (dropping) of clean water to the site or location. Extremely dry occurred in 2018, with the highest index value (SPI-12)","PeriodicalId":236511,"journal":{"name":"Jurnal Teknik Pengairan","volume":"146 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115133967","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Brawijaya University is a campus that continues to develop. This development has an impact on reducing the infiltration area. Due to poor water management, there are puddles at some points. Under Drain Box Storage (UB – Drain) is an alternative building with environmental friendly drainage concept/eco drainage that functions to reduce runoff and conserve groundwater. The purposes of this study are to determine the condition of drainage channels in UB campus area, so as to know the exact location for placement of UB-Drain to reduce runoff. Several analysis are required in order to plan UB-Drain, such as hydrology and hydraulics aspects. This study is using a Log Pearson type III method for design rainfall with Q 5 return is 122,84 mm/day and using the Modified Rational Method for analyze of runoff discharge. The drainage evaluation based on capacity of existing drainage channels and circulation system of drainage network with comparing the water level/ head and the value travel time . The result is 19 out of 27 channels were found unable to save and drain water. With the implementation of UB-Drain in several drainage channels of UB campus area, the volume of runoff and puddles is reduced by 63% and 75% for once rainfall with a return period of 5 years
布拉维贾亚大学是一个不断发展的校园。这种发展对减少入渗面积有影响。由于水管理不善，有些地方有水坑。排水箱蓄水(UB - Drain)是一个具有环保排水概念/生态排水的替代建筑，其功能是减少径流和保护地下水。本研究的目的是确定UB校园内排水渠道的状况，从而了解UB- drain的确切位置，以减少径流。为了规划UB-Drain，需要进行一些分析，例如水文和水力学方面的分析。本研究使用Log Pearson type III方法计算设计降雨量，q5返回值为122,84 mm/day，并使用修正的Rational方法分析径流流量。基于现有排水渠道和排水网络循环系统的排水能力，比较水位/水头和价值行程时间进行排水评价。结果是，27个渠道中有19个无法节约和排水。UB- drain在UB校园区域的几个排水通道中实施，一次降雨，5年回收期，径流和水坑的体积分别减少63%和75%
{"title":"Penempatan UB-Drain Seri I dan II Berdasarkan Evaluasi Sirkulasi Jaringan Drainase di Kawasan Kampus UB","authors":"Yosi Asterina Maharani, Dwi Priyantoro, Ussy Andawayanti","doi":"10.21776/ub.pengairan.2021.012.02.07","DOIUrl":"https://doi.org/10.21776/ub.pengairan.2021.012.02.07","url":null,"abstract":"Brawijaya University is a campus that continues to develop. This development has an impact on reducing the infiltration area. Due to poor water management, there are puddles at some points. Under Drain Box Storage (UB – Drain) is an alternative building with environmental friendly drainage concept/eco drainage that functions to reduce runoff and conserve groundwater. The purposes of this study are to determine the condition of drainage channels in UB campus area, so as to know the exact location for placement of UB-Drain to reduce runoff. Several analysis are required in order to plan UB-Drain, such as hydrology and hydraulics aspects. This study is using a Log Pearson type III method for design rainfall with Q 5 return is 122,84 mm/day and using the Modified Rational Method for analyze of runoff discharge. The drainage evaluation based on capacity of existing drainage channels and circulation system of drainage network with comparing the water level/ head and the value travel time . The result is 19 out of 27 channels were found unable to save and drain water. With the implementation of UB-Drain in several drainage channels of UB campus area, the volume of runoff and puddles is reduced by 63% and 75% for once rainfall with a return period of 5 years","PeriodicalId":236511,"journal":{"name":"Jurnal Teknik Pengairan","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129986967","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-12-01DOI: 10.21776/ub.pengairan.2021.012.02.01
M. Amrulloh, Wiwik Yunarni Widiarti, Gusfan Halik
{"title":"Evaluasi Kinerja Sistem Drainase Jalan Kaliurang Kecamatan Sumbersari Kabupaten Jember","authors":"M. Amrulloh, Wiwik Yunarni Widiarti, Gusfan Halik","doi":"10.21776/ub.pengairan.2021.012.02.01","DOIUrl":"https://doi.org/10.21776/ub.pengairan.2021.012.02.01","url":null,"abstract":"","PeriodicalId":236511,"journal":{"name":"Jurnal Teknik Pengairan","volume":"26 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128848654","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-12-01DOI: 10.21776/ub.pengairan.2021.012.02.04
I. P. Gustave Suryantara Pariartha, I. K. Dika Arimbawa, Mawiti Infantri Yekti
{"title":"Analisis Debit Rencana Tukad Unda Bagian Hilir Menggunakan HEC-HMS","authors":"I. P. Gustave Suryantara Pariartha, I. K. Dika Arimbawa, Mawiti Infantri Yekti","doi":"10.21776/ub.pengairan.2021.012.02.04","DOIUrl":"https://doi.org/10.21776/ub.pengairan.2021.012.02.04","url":null,"abstract":"","PeriodicalId":236511,"journal":{"name":"Jurnal Teknik Pengairan","volume":"29 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126032291","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2021-12-01DOI: 10.21776/ub.pengairan.2021.012.02.08
Muhammad Jatmoko, Aulia Risky Adinda, Farhan Hadi Siregar, Rika Chairani Dalimunthe, Mega Mutiara Sari, I. W. Koko Suryawan Pertama
{"title":"Perencanaan Proses Pengolahan Lindi di TPA Nusa Lembongan dengan Menggunakan Kolam Stabilisasi","authors":"Muhammad Jatmoko, Aulia Risky Adinda, Farhan Hadi Siregar, Rika Chairani Dalimunthe, Mega Mutiara Sari, I. W. Koko Suryawan Pertama","doi":"10.21776/ub.pengairan.2021.012.02.08","DOIUrl":"https://doi.org/10.21776/ub.pengairan.2021.012.02.08","url":null,"abstract":"","PeriodicalId":236511,"journal":{"name":"Jurnal Teknik Pengairan","volume":"7 20 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123749303","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The Lesti sub-watershed, which is entirely in Malang Regency, is the widest sub-watershed of the upstream Brantas watershed, which has the biggest role in contributing river flow which impacts downstream in the Sengguruh Reservoir. The current condition of surface runoff distribution in Lesti Sub-watershed is based on the latest data on rain and land use, which has not been widely discussed by policy makers. Information on the distribution and proportion of surface runoff in watershed areas is interesting to study further in order to give consideration to watershed conservation efforts. This study aims to calculate surface runoff and its distribution as a basis for policy makers to determine priority locations for conservation efforts in the Lesti sub-watersheds.
{"title":"Analisis Sebaran Limpasan Permukaan pada Sub DAS Lesti Sebagai Pertimbangan Konservasi Hulu DAS Brantas","authors":"andi Setyo Pambudi, Setyo Sarwanto Moersidik, Mahawan Karuniasa","doi":"10.21776/ub.pengairan.2021.012.02.03","DOIUrl":"https://doi.org/10.21776/ub.pengairan.2021.012.02.03","url":null,"abstract":"The Lesti sub-watershed, which is entirely in Malang Regency, is the widest sub-watershed of the upstream Brantas watershed, which has the biggest role in contributing river flow which impacts downstream in the Sengguruh Reservoir. The current condition of surface runoff distribution in Lesti Sub-watershed is based on the latest data on rain and land use, which has not been widely discussed by policy makers. Information on the distribution and proportion of surface runoff in watershed areas is interesting to study further in order to give consideration to watershed conservation efforts. This study aims to calculate surface runoff and its distribution as a basis for policy makers to determine priority locations for conservation efforts in the Lesti sub-watersheds.","PeriodicalId":236511,"journal":{"name":"Jurnal Teknik Pengairan","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115930123","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The operation and maintenance of a reservoir are essential in the sustainability of its function. To achieve this, it must be supported by adequate operating and maintenance costs The cost of operating an adequate reservoir consists of the cost of water services from water users and subsidies from the government if needed. Sustainable operation and maintenance must keep government subsidies to a minimum while at the same time taking into account the willingness of water users to pay. These two parameters of subsidy and water service fees form an interdependent feedback loop in determining operating and maintenance costs, which are included in the phenomenon of system dynamics. This study aims to calculate the amount of government subsidies and water service fees in water service fees to achieve optimal water resources management. With a
{"title":"Analisis Biaya Pengelolaan Air Dengan Metode Sistem Dinamik Pada Waduk Jatigede","authors":"Ussy Andawayanti, Harya Muldianto, Ery Suhartanto, Widandi Soetopo","doi":"10.21776/ub.pengairan.2021.012.02.11","DOIUrl":"https://doi.org/10.21776/ub.pengairan.2021.012.02.11","url":null,"abstract":"The operation and maintenance of a reservoir are essential in the sustainability of its function. To achieve this, it must be supported by adequate operating and maintenance costs The cost of operating an adequate reservoir consists of the cost of water services from water users and subsidies from the government if needed. Sustainable operation and maintenance must keep government subsidies to a minimum while at the same time taking into account the willingness of water users to pay. These two parameters of subsidy and water service fees form an interdependent feedback loop in determining operating and maintenance costs, which are included in the phenomenon of system dynamics. This study aims to calculate the amount of government subsidies and water service fees in water service fees to achieve optimal water resources management. With a","PeriodicalId":236511,"journal":{"name":"Jurnal Teknik Pengairan","volume":"36 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116848558","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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