{"id":2563,"date":"2014-05-17T15:36:03","date_gmt":"2014-05-17T08:36:03","guid":{"rendered":"https:\/\/istiarto.staff.ugm.ac.id\/?p=2563"},"modified":"2019-04-19T22:23:49","modified_gmt":"2019-04-19T15:23:49","slug":"tugas-transpor-sedimen-mei-2014","status":"publish","type":"post","link":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/2014\/05\/tugas-transpor-sedimen-mei-2014\/","title":{"rendered":"Tugas Transpor Sedimen Mei 2014"},"content":{"rendered":"<h3>Tugas #1<\/h3>\n<p>Temukan penyelesaian soal yang ada di halaman terakhir file paparan kuliah materi Transpor Sedimen Dasar (TSed04 Bed Load.pdf).<\/p>\n<h3>Tugas #2<\/h3>\n<p>Sebuah saluran dirancang bertampang persegi panjang dengan lebar 46.5 m dan kemiringan dasar 6.5\u00d710<sup>\u22124<\/sup>. Kedalaman normal aliran adalah 5.6 m dan kecepatan aliran adalah 1.8 m\/s. Koefisien kekasaran dasar saluran berdasarkan butir sedimen di dasar adalah 0.02 s\/m<sup>\u00bd<\/sup>.<\/p>\n<p>Hitunglah debit transpor sedimen di saluran tersebut dengan berbagai persamaan yang Saudara kenal, misal Schoklitsch, Meyer-Peter and M\u00fcller, Einstein, Engelund and Hansen, Frijlink.<\/p>\n<h3>Contoh Hitungan Bed Load<\/h3>\n<p>Untuk membantu dalam pengerjaan dua tugas di atas, di bawah ini adalah file contoh hitungan transpor sedimen dasar.<\/p>\n<p><a href=\"https:\/\/istiarto.staff.ugm.ac.id\/docs\/transed\/TSed%20Contoh Hitungan Bed Load.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">TSed Contoh Hitungan Bed Load<\/a> (15.41 MB)<\/p>\n<h3>Materi Transpor Sedimen Suspensi<\/h3>\n<p>Di bawah ini adalah file paparan topik Transpor Sedimen Suspensi untuk kuliah minggu depan.<\/p>\n<p><a href=\"https:\/\/istiarto.staff.ugm.ac.id\/docs\/transed\/TSed%20Transpor%20Sedimen Suspensi.pdf\" target=\"_blank\" rel=\"noopener noreferrer\">TSed Transpor Sedimen Suspensi<\/a> (1.41 MB)<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tugas #1 Temukan penyelesaian soal yang ada di halaman terakhir file paparan kuliah materi Transpor Sedimen Dasar (TSed04 Bed Load.pdf). Tugas #2 Sebuah saluran dirancang bertampang persegi panjang dengan lebar 46.5 m dan kemiringan dasar 6.5\u00d710\u22124. Kedalaman normal aliran adalah &hellip; <a href=\"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/2014\/05\/tugas-transpor-sedimen-mei-2014\/\">Continue reading <span class=\"meta-nav\">&rarr;<\/span><\/a><\/p>\n","protected":false},"author":1108,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[3,36],"tags":[13],"class_list":["post-2563","post","type-post","status-publish","format-standard","hentry","category-berita-news","category-kuliah-ujian-tugas-praktikum","tag-transpor-sedimen"],"_links":{"self":[{"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/posts\/2563","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/users\/1108"}],"replies":[{"embeddable":true,"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/comments?post=2563"}],"version-history":[{"count":0,"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/posts\/2563\/revisions"}],"wp:attachment":[{"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/media?parent=2563"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/categories?post=2563"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/tags?post=2563"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}