<mets:mets OBJID="eprint_6240" 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="2026-09-21T18:35:00Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6240_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Perencanaan Sistem Drainase Berbasis Konservasi di Jalan Panglima Polim Kecamatan Bojonegoro Kabupaten Bojonegoro</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Nabila</mods:namePart><mods:namePart type="family">Rana Nabila</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Jalan Panglima Polim, Kecamatan Bojonegoro, Kabupaten Bojonegoro merupakan salah satu kawasan yang sering mengalami genangan akibat meningkatnya limpasan permukaan dan berkurangnya daerah resapan air. Penelitian ini bertujuan untuk menghitung debit rancangan, mengevaluasi kapasitas sistem drainase eksisting, serta merencanakan sistem drainase berbasis konservasi melalui penerapan sumur resapan. Penelitian menggunakan metode deskriptif kuantitatif dengan memanfaatkan data curah hujan tahun 2016–2025, pengujian permeabilitas tanah, analisis hidrologi menggunakan metode Poligon Thiessen, analisis distribusi frekuensi, uji kesesuaian distribusi, perhitungan intensitas hujan metode Mononobe, serta simulasi hidraulika menggunakan EPA-SWMM. Hasil analisis menunjukkan bahwa kapasitas saluran drainase eksisting belum mampu menampung debit limpasan sesuai kala ulang yang direncanakan sehingga masih berpotensi menimbulkan genangan. Berdasarkan hasil perencanaan, penerapan sumur resapan sesuai ketentuan SNI 8456:2017 mampu mendukung konservasi air tanah dengan efektivitas sebesar 3,35% dalam mengurangi limpasan permukaan. Namun, efektivitas tersebut masih terbatas karena kondisi kawasan didominasi oleh lahan terbangun sehingga ruang untuk pembangunan sumur resapan sangat terbatas. Oleh karena itu, diperlukan alternatif berupa pembangunan saluran baru sebagai pelengkap sistem drainase agar pengendalian genangan menjadi lebih efektif. Integrasi peningkatan kapasitas saluran dan penerapan bangunan konservasi diharapkan mampu menciptakan sistem drainase yang lebih berkelanjutan serta mendukung upaya konservasi air tanah di kawasan penelitian.</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;Tenik Sipil</mods:publisher></mods:originInfo><mods:genre>Thesis</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_6240"><mets:rightsMD ID="rights_eprint_6240_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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