binar binar, M. Efendi, M. Sholeh
{"title":"PERENCANAAN ULANG JARINGAN IRIGASI TERSIER MENGGUNAKAN LINING MODULAR PADA DESA PENDEM, KECAMATAN JUNREJO, KOTA BATU","authors":"binar binar, M. Efendi, M. Sholeh","doi":"10.55404/jos-mrk.2021.02.03.273-279","DOIUrl":null,"url":null,"abstract":"Loss of water due to damage to the carrier channel in Pendem Village resulted in imperfect distribution of water to the land. With this, it is necessary to re-plan irrigation channels that can reduce water loss in the canal. In planning this, a modular irrigation channel is used with the advantage of having better flow quality and can prevent landslides in the channel. The data needed in this planning include topographic maps, rainfall data from the 3 closest stations, climatological data, and Batu City HSPK. processed using the basic year method and for evapotranspiration using Penman Modified. In theresults calculation obtained NFR 0.929 liters / second / hectare, the dimensions of the channel used for the carrier and discharge channel (tertiary and quarter) is a square shape, the tertiary channel is 9 with a configuration of 0 - 0 ( ba = 0.86m bb = 0.18m H = 0.65m ) with a planned guard height of 0.2 meters. For the quaternary channel the largest dimensions are b = 0.88 and H = 0.24 m and the guard height is 0.2 meters. While the number of drains is 5 with the largest channel dimensions b = 0.6 meters, h = 1.0 meters with a guard height of 0.4 meters. The budget plan for tertiary irrigation network planning is Rp 4,569,167,600.00","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"95 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Jurnal JOS-MRK","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.55404/jos-mrk.2021.02.03.273-279","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

由于Pendem村的承运渠道遭到破坏而造成的失水,导致水不完全分配到土地上。因此,有必要重新规划灌溉渠道,以减少运河中的水分损失。在规划中,采用了模块化灌溉渠道,其优势是水流质量更好,可以防止渠道中的山体滑坡。本次规划所需的数据包括地形图、3个最近站点的降雨数据、气候数据和拔都市HSPK。蒸散量用基本年法处理,蒸散量用修正的Penman法处理。结果计算得到NFR为0.929升/秒/公顷,载体通道和排出通道(三级通道和四分之一通道)的尺寸为方形,三级通道为9,配置为0 - 0 (ba = 0.86m bb = 0.18m H = 0.65m),规划防护高度为0.2米。对于第四河道,最大尺寸为b = 0.88和H = 0.24 m,防护高度为0.2 m。排水渠数为5条,最大通道尺寸b = 0.6米,h = 1.0米,防护高度0.4米。三级灌溉网络规划的预算计划为4,569,167,600.00卢比
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
PERENCANAAN ULANG JARINGAN IRIGASI TERSIER MENGGUNAKAN LINING MODULAR PADA DESA PENDEM, KECAMATAN JUNREJO, KOTA BATU
Loss of water due to damage to the carrier channel in Pendem Village resulted in imperfect distribution of water to the land. With this, it is necessary to re-plan irrigation channels that can reduce water loss in the canal. In planning this, a modular irrigation channel is used with the advantage of having better flow quality and can prevent landslides in the channel. The data needed in this planning include topographic maps, rainfall data from the 3 closest stations, climatological data, and Batu City HSPK. processed using the basic year method and for evapotranspiration using Penman Modified. In theresults calculation obtained NFR 0.929 liters / second / hectare, the dimensions of the channel used for the carrier and discharge channel (tertiary and quarter) is a square shape, the tertiary channel is 9 with a configuration of 0 - 0 ( ba = 0.86m bb = 0.18m H = 0.65m ) with a planned guard height of 0.2 meters. For the quaternary channel the largest dimensions are b = 0.88 and H = 0.24 m and the guard height is 0.2 meters. While the number of drains is 5 with the largest channel dimensions b = 0.6 meters, h = 1.0 meters with a guard height of 0.4 meters. The budget plan for tertiary irrigation network planning is Rp 4,569,167,600.00
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
ANALISIS STABILITAS TUBUH BENDUNGAN PADA BENDUNGAN SEMANTOK KABUPATEN NGANJUK PROVINSI JAWA TIMUR ANALISA PERPANJANGAN LANDASAN PACU PADA BANDAR UDARA ABDULRACHMAN SALEH MALANG (STA 2+250 – STA 3+000) EVALUASI DAN PERENCANAAN ULANG SISTEM JARINGAN DRAINASE KECAMATAN KARTOHARJO KOTA MADIUN ANALISA KERUSAKAN JALAN MENGGUNAKAN METODE BINA MARGA PADA JALAN RAYA JERU – JALAN RAYA TUMPANG KABUPATEN MALANG PERENCANAAN ULANG STRUKTUR ATAS DAN RAB GEDUNG KULIAH AKN PUTRA SANG FAJAR
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1