<mets:mets 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" OBJID="eprint_40351" LABEL="Eprints Item" xmlns:mets="http://www.loc.gov/METS/" xmlns:mods="http://www.loc.gov/mods/v3" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:xlink="http://www.w3.org/1999/xlink"><mets:metsHdr CREATEDATE="2026-04-10T10:59:58Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Negeri Padang</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_40351_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Analisis Sedimen Suspensi Sungai&#13;
Batang Merao Kecamatan Hamparan Rawang Kota Sungai Penuh</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Irvan</mods:namePart><mods:namePart type="family">Renaldo</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Sungai Batang Merao merupakan salah satu sungai utama mengalir di Sungai&#13;
Penuh. Kegiatan penambangan pasir ilegal yang terjadi pada hulu sungai&#13;
menyebapkan terjadinya erosi dan membawa muatan sedimen ke hilir sungai.&#13;
Angkutan sedimen terutama sedimen suspensi akan mengendap dan&#13;
memperkecil kapasitas tampungan Sungai Batang Merao. Tujuan penelitian ini&#13;
adalah untuk mendapatkan berapa besar debit sedimen suspensi pada sungai&#13;
batang merao. Analisis debit sedimen suspensi dihitung dengan menggunakan&#13;
metode Mayer-Peter Muller (MPM) dan Lane Kalenske. Pengambilan sampel&#13;
menggunakan metode integritas titik berdasarkan persamaan Straub dengan titik&#13;
pengukuran pada kedalaman 0,2h dan 0,8h. Pengambilan sampel dibagi menjadi&#13;
5 titik dengan masing-masing titik memiliki 3 segmen. Hasil pengujian sampel&#13;
sedimen suspensi yang terangkut sungai adalah tanah lempung dan lanau yang&#13;
memilki berat jenis 2,65 g/cm3. Kecepatan aliran sungai 0,664 m/s dan debit&#13;
aliran 32,12 m3/s. Debit sedimen suspensi sungai Batang Merao, dengan metode&#13;
MPM diperoleh 0,60 ton/hari sedangkan metode Lane Kalenske didapatkan 1,241&#13;
ton/hari. Debit sedimen suspensi harian rata-rata adalah 0,9205 ton/hari dengan&#13;
debit sedimen tahunan 335,983 ton/hari, nilai ini menujukkan bahwa Sungai&#13;
Batang Merao memiliki kelas tinggi dalam indikator tidak sehatnya kondisi DAS&#13;
sungai</mods:abstract><mods:classification authority="lcc">TC Hydraulic engineering. Ocean engineering</mods:classification><mods:originInfo><mods:dateIssued encoding="iso8601">2021-02</mods:dateIssued></mods:originInfo><mods:originInfo><mods:publisher>Universitas Negeri Padang;Teknik Sipil FT UNP</mods:publisher></mods:originInfo><mods:genre>Thesis</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_40351"><mets:rightsMD ID="rights_eprint_40351_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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    </mods:useAndReproduction></mets:xmlData></mets:mdWrap></mets:rightsMD></mets:amdSec><mets:fileSec><mets:fileGrp USE="reference"><mets:file MIMETYPE="application/pdf" OWNERID="https://repository.unp.ac.id/id/eprint/40351/1/final_B1_1_IRVAN_RENALDO_16323008_1217_2021.pdf" SIZE="3013775" ID="eprint_40351_80744_1"><mets:FLocat LOCTYPE="URL" xlink:type="simple" xlink:href="https://repository.unp.ac.id/id/eprint/40351/1/final_B1_1_IRVAN_RENALDO_16323008_1217_2021.pdf"></mets:FLocat></mets:file></mets:fileGrp></mets:fileSec><mets:structMap><mets:div ADMID="TMD_eprint_40351" DMDID="DMD_eprint_40351_mods"><mets:fptr FILEID="eprint_40351_document_80744_1"></mets:fptr></mets:div></mets:structMap></mets:mets>