<mets:mets OBJID="eprint_6326" LABEL="Eprints Item" xsi:schemaLocation="http://www.loc.gov/METS/ http://www.loc.gov/standards/mets/mets.xsd http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-3.xsd" xmlns:mets="http://www.loc.gov/METS/" xmlns:mods="http://www.loc.gov/mods/v3" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><mets:metsHdr CREATEDATE="2026-09-21T17:49:34Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6326_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Peningkatan Jaringan Irigasi Sekunder pada Daerah Irigasi Balong Kec Dander</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Kholifah</mods:namePart><mods:namePart type="family">Dewi Kholifah</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Daerah irigasi balong  yang terletak di Kecamatan Dander, Kabupaten Bojonegoro memiliki peran penting dalam mendukung kegiatan pertanian. Namun, kondisi jaringan irigasi di wilayah tersebut mengalami beberapa permasalahan, salah satunya yaitu, saluran yang masih sederhana (saluran tanah, sedimentasi dan distribusi air yang belum merta sehingga berpotensi menurunkan efektivitas penyaluran air. Oleh karena itu , diperlukan adanya peningkatan jaringan ke semi teknis agar distribusi air dapat dilakukan secara optimal. Penelitian ini bertujuan untuk mengkaji kondisi eksisiting jaringan irigasi, menganalisis kebutuhan air, serta merencanakan dimensi saluran untuk peningkatan jaringan pada Daerah Irigasi Balong. Metode penelitian meliputi survei lapangan, analisis hidrologi menggunakan data curah hujan, analisis kebutuhan air irigasi dan perencanaan dimensi saluran.  Hasil penelitian menunjukkan bahwa kebutuhan air irigasi pada Daerah Irigasi Balong sebesar 0,08 m^3/detik. Berdasarkan hasil perencanaan saluran BB4 direncanakan sepanjang 300m  dan  mampu menampung debit maksimum sebesar 1,99  m^3/detik. Hasil perencanaan pada saluran Sd II direncanakan sepanjang 435 m  serta memiliki kapasitas tampungan sebesar 1,19 m^3/detik. Sehingga menunjukkan bahwa kedua saluran yang direncanakan memiliki kapasistas yang lebih besar dari saluran eksisting sehingga mampu mendistribusikan air secara optimal dan diharapkan meningkatkan kinerja jaringan irigasi serta mendukung produktivitas pertanian.</mods:abstract><mods:classification authority="lcc">Prodi Teknik Sipil</mods:classification><mods:originInfo><mods:dateIssued encoding="iso8601">2026-07-30</mods:dateIssued></mods:originInfo><mods:originInfo><mods:publisher>Sains dan Teknik;Teknik Sipil</mods:publisher></mods:originInfo><mods:genre>Thesis</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_6326"><mets:rightsMD ID="rights_eprint_6326_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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