{"id":4064,"date":"2018-04-13T22:49:04","date_gmt":"2018-04-13T15:49:04","guid":{"rendered":"https:\/\/istiarto.staff.ugm.ac.id\/?page_id=4064"},"modified":"2026-01-20T10:03:11","modified_gmt":"2026-01-20T03:03:11","slug":"hidraulika-komputasi","status":"publish","type":"page","link":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/kuliah\/magister-s2\/hidraulika-komputasi\/","title":{"rendered":"Hidraulika Komputasi"},"content":{"rendered":"

Mata kuliah Hidraulika Komputasi (2 sks) diajarkan di Prodi S2 Teknik Sipil DTSL FT UGM, Semester II.<\/p>\r\n

Agenda Kuliah<\/h2>\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n\r\n
Minggu<\/strong><\/td>\r\nTopik<\/b><\/td>\r\nMateri<\/strong><\/td>\r\n<\/tr>\r\n<\/thead>\r\n
I<\/td>\r\nPengenalan model matematik dan kegunaannya<\/td>\r\n\r\n
    \r\n
  • Berbagai kegunaan model matematik dan persamaan aliran<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
II<\/td>\r\nSifat-sifat persamaan diferensial parsial<\/td>\r\n\r\n
    \r\n
  • Persamaan parabolik, hiperbolik, eliptik<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
III<\/td>\r\nMetode numerik<\/td>\r\n\r\n
    \r\n
  • Finite difference<\/em>, finite element<\/em>, finite volume<\/em><\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
IV<\/td>\r\nSyarat batas, konsistensi, konvergensi.<\/td>\r\n\r\n
    \r\n
  • Syarat batas hulu dan hilir<\/li>\r\n
  • Stabilitas persamaan numeris<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
V<\/td>\r\nModel matematik Persamaan konveksi-difusi<\/td>\r\n\r\n
    \r\n
  • Penyelesaian numeris persamaan konveksi-difusi<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
VI<\/td>\r\nPersamaan aliran tak-permanen<\/td>\r\n\r\n
    \r\n
  • Perubahan persamaan integral menjadi persamaan diferensial parsial<\/li>\r\n
  • Penyederhanaan persamaan diferensial menjadi persamaan konveksi-difusi<\/li>\r\n
  • Syarat awal<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
VII<\/td>\r\nPerilaku model matematik hidrodinamika<\/td>\r\n\r\n
    \r\n
  • Diskusi tentang persamaan numerik dan perilakunya<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
VIII<\/strong><\/span><\/td>\r\nUTS – Ujian Tengah Semester<\/strong><\/span><\/td>\r\n<\/tr>\r\n
IX<\/td>\r\nPengenalan\/penyegaran tentang program aplikasi aliran 1-D: USACE HEC-RAS, US EPA SWMM<\/td>\r\n\r\n
    \r\n
  • Pengenalan\/penyegaran HEC-RAS, fitur, prosedur pemodelan aliran, kemampuan dan keterbatasan<\/li>\r\n
  • Pengenalan SWMM<\/li>\r\n
  • Instalasi program aplikasi HEC-RAS<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
X<\/td>\r\nSimulasi aliran permanen<\/td>\r\n\r\n
    \r\n
  • Data masukan<\/li>\r\n
  • Syarat batas (boundary<\/em> conditions<\/em>)<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
XI<\/td>\r\nSimulasi aliran tak permanen<\/td>\r\n\r\n
    \r\n
  • Syarat batas dan syarat awal aliran (boundary and initial conditions<\/em>)<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
XII<\/td>\r\nSimulasi aliran melalui percabangan sungai (junction<\/em>) dan struktur hidraulik<\/td>\r\n\r\n
    \r\n
  • Percabangan sungai<\/span> <\/em>(junction<\/em>)<\/li>\r\n
  • Pemodelan struktur hidraulik<\/li>\r\n
  • Persamaan empiris<\/li>\r\n
  • Jembatan, gorong-gorong, bendung<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
XIII<\/td>\r\nSimulasi aliran melalui struktur hidraulik<\/td>\r\n\r\n
    \r\n
  • Pintu air, tanggul, tampungan air, stasiun pompa<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
XIV<\/td>\r\nSimulasi aliran melalui struktur hidraulik<\/td>\r\n\r\n
    \r\n
  • Luapan aliran, genangan banjir<\/li>\r\n
  • Redaman puncak banjir<\/li>\r\n
  • Waktu penjalaran banjir<\/li>\r\n
  • Peringatan dini bahaya banjir<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
XV<\/td>\r\nTopik lanjut<\/td>\r\n\r\n
    \r\n
  • Dambreach analysis<\/em><\/li>\r\n
  • Aliran dan pasang-surut<\/li>\r\n
  • Aliran melalui terowongan<\/li>\r\n
  • Saluran drainase, saluran irigasi<\/li>\r\n
  • Fitur 1D-2D dalam HEC-RAS<\/li>\r\n<\/ul>\r\n<\/td>\r\n<\/tr>\r\n
XVI<\/strong><\/span><\/td>\r\nUAS – Ujian Akhir Semester<\/strong><\/span><\/td>\r\n<\/tr>\r\n<\/tbody>\r\n<\/table>\r\n

Bahan Kuliah<\/h2>\r\n

Simulasi Aliran 1-Dimensi HEC-RAS.pdf<\/a>
Skema Sungai Tirtaraya 2.jpg<\/a>
Skema Sungai Tirtaraya 4.jpg<\/a>
SungaiTirtaraya.g01
SungaiTirtaraya.g02<\/p>\r\n

Soal Ujian<\/h2>\r\n

Soal UAS Hidraulika Komputasi 2018<\/a>
Soal UAS Hidraulika Komputasi 2019<\/a>
Soal UAS Hidraulika Komputasi 2021<\/a><\/p>\r\n","protected":false},"excerpt":{"rendered":"

Mata kuliah Hidraulika Komputasi (2 sks) diajarkan di Prodi S2 Teknik Sipil DTSL FT UGM, Semester II. Agenda Kuliah Minggu Topik Materi I Pengenalan model matematik dan kegunaannya Berbagai kegunaan model matematik dan persamaan aliran II Sifat-sifat persamaan diferensial parsial … Continue reading →<\/span><\/a><\/p>\n","protected":false},"author":1108,"featured_media":0,"parent":3001,"menu_order":3,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-4064","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/pages\/4064","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/types\/page"}],"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=4064"}],"version-history":[{"count":9,"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/pages\/4064\/revisions"}],"predecessor-version":[{"id":5303,"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/pages\/4064\/revisions\/5303"}],"up":[{"embeddable":true,"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/pages\/3001"}],"wp:attachment":[{"href":"https:\/\/istiarto.staff.ugm.ac.id\/index.php\/wp-json\/wp\/v2\/media?parent=4064"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}