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<title><![CDATA[KAJIAN HIDRAULIK BANGUNAN PENANGKAP SEDIMEN PADA JARINGAN IRIGASI BENDUNG MANJUNTO]]></title>
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<namePart>JHON WILSON JAIRUS NAINGGOLAN/222016247</namePart>
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<note>Bendung Manjunto merupakan bendung irigasi di Sungai Teramang-Muar, Provinsi Bengkulu yang mengalami permasalahan sedimentasi pada saluran primer irigasi. Permasalahan sedimentasi menyebabkan berkurangnya air yang masuk ke daerah irigasi. Permasalahan tersebut akan ditanggulangi dengan membangun bangunan penangkap sedimen. Bangunan penangkap sedimen yang akan dibangun diuji model fisik tanpa distorsi dengan skala 1: 20 dan debit pengaliran adalah debit rencana sebesar 10,13 m3/s. Pengujian model meliputi lengkung debit, kecepatan aliran dan profil aliran untuk mengetahui kapasitas intake, efisiensi pengendapan serta efektivitas pembilasan. Hasil pengujian lengkung debit dilakukan dengan mengalirkan berbagai debit, dimana debit maksimumnya sebesar 12,28 m3/s, sehingga debit rencana terpenuhi dan kapasitas intake terpenuhi. Efisiensi pengendapan diperoleh sebesar 69,8 % dan efektivitas pembilasan diperoleh bahwa bangunan penangkap sedimen dapat membilas sedimen dengan diameter sedimen sebesar 20 mm.</note>
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