Evaluasi Rencana Pengembangan Kolam Labuh Pelabuhan Pt Semen Gresik Di Tuban

Dredging-works for harbour basin maintenance is relatively costly. In order to reduce the dredging-works activities, evaluation on the design of the harbour basin for PT Semen Gresik Industry should be carried out carefully. Based on the wave data surrounding Tuban area, the location of the surf-zon...

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Main Author: Perpustakaan UGM, i-lib
Format: Article
Published: [Yogyakarta] : Fak. Biologi UGM 2000
Subjects:
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author Perpustakaan UGM, i-lib
author_facet Perpustakaan UGM, i-lib
author_sort Perpustakaan UGM, i-lib
collection UGM
description Dredging-works for harbour basin maintenance is relatively costly. In order to reduce the dredging-works activities, evaluation on the design of the harbour basin for PT Semen Gresik Industry should be carried out carefully. Based on the wave data surrounding Tuban area, the location of the surf-zone and breaking zone can he distinguished and plotted in the bathymetric chart. Using this chart, it can be shown that the location of the harbour basin in the area of surf zone, and this mean that the harbour basin will be terribly silted. To reduce this siltation it is recommended to build under water sill surrounding the harbour basin or to relocate the jetty to the depth of -13,0 m.
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spelling oai:generic.eprints.org:202012014-06-18T00:33:47Z https://repository.ugm.ac.id/20201/ Evaluasi Rencana Pengembangan Kolam Labuh Pelabuhan Pt Semen Gresik Di Tuban Perpustakaan UGM, i-lib Jurnal i-lib UGM Dredging-works for harbour basin maintenance is relatively costly. In order to reduce the dredging-works activities, evaluation on the design of the harbour basin for PT Semen Gresik Industry should be carried out carefully. Based on the wave data surrounding Tuban area, the location of the surf-zone and breaking zone can he distinguished and plotted in the bathymetric chart. Using this chart, it can be shown that the location of the harbour basin in the area of surf zone, and this mean that the harbour basin will be terribly silted. To reduce this siltation it is recommended to build under water sill surrounding the harbour basin or to relocate the jetty to the depth of -13,0 m. [Yogyakarta] : Fak. Biologi UGM 2000 Article NonPeerReviewed Perpustakaan UGM, i-lib (2000) Evaluasi Rencana Pengembangan Kolam Labuh Pelabuhan Pt Semen Gresik Di Tuban. Jurnal i-lib UGM. http://i-lib.ugm.ac.id/jurnal/download.php?dataId=3047
spellingShingle Jurnal i-lib UGM
Perpustakaan UGM, i-lib
Evaluasi Rencana Pengembangan Kolam Labuh Pelabuhan Pt Semen Gresik Di Tuban
title Evaluasi Rencana Pengembangan Kolam Labuh Pelabuhan Pt Semen Gresik Di Tuban
title_full Evaluasi Rencana Pengembangan Kolam Labuh Pelabuhan Pt Semen Gresik Di Tuban
title_fullStr Evaluasi Rencana Pengembangan Kolam Labuh Pelabuhan Pt Semen Gresik Di Tuban
title_full_unstemmed Evaluasi Rencana Pengembangan Kolam Labuh Pelabuhan Pt Semen Gresik Di Tuban
title_short Evaluasi Rencana Pengembangan Kolam Labuh Pelabuhan Pt Semen Gresik Di Tuban
title_sort evaluasi rencana pengembangan kolam labuh pelabuhan pt semen gresik di tuban
topic Jurnal i-lib UGM
work_keys_str_mv AT perpustakaanugmilib evaluasirencanapengembangankolamlabuhpelabuhanptsemengresikdituban