Perencanaan Sistem Pondasi Platform dan Breasting Dolphin di Intake Canal Compressed Natural Gas Jetty Muara Tawar, Bekasi

Jeahan, Silviana (2017) Perencanaan Sistem Pondasi Platform dan Breasting Dolphin di Intake Canal Compressed Natural Gas Jetty Muara Tawar, Bekasi. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Proyek perencanaan sistem pondasi platform dan breasting dolphin ini berlokasi di Jalan Muara Tawar, Bekasi, Jawa Barat. Adanya pembangunan sistem pondasi ini dilatar belakangi oleh jumlah gas yang akan dipasok di PLTGU Muara Tawar yang akan semakin bertambah, sehingga kapal yang membawa tabungtabung gas CNG juga semakin bertambah hingga 10.000 DWT. Plan layout exsisting jalan akses menuju intake canal memiliki panjang 2800,44 meter dengan ukuran lebar jalan akses intake canal 45 meter; sedangkan untuk kedalaman perairan hanya 4-5 meter LWS dan kebutuhan kedalaman perairan untuk kapal CNG 10.000 DWT adalah minimal -7.5 meter LWS.
Dengan rencana penambahan untuk keperluan sandar kapal CNG maka diperlukan perencanaan sistem pondasi yang kuat untuk breasting dolphin sebagai penerima beban dari kapal yang menambat pada intake. Pada intake juga direncanakan platform office sebagai kantor dan mushola dengan dilakukan penimbunan setinggi 6.5 m dari dasar laut serta dilindungi oleh dinding penahan tanah disisi kanan kiri timbunan.
Dengan perencanaan tersebut, diharapkan mendapatkan perencanaan system pondasi platform dan breasting dolphin di intake canal Muara Tawar, Bekasi yang tepat untuk penambatan kapal-kapal CNG.

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Project planning foundation system platform and
breasting dolphin is located in Muara Tawar, Bekasi, West Java.
The construction of the foundation system isi triggered by the
amount of gas to be supplied in the Muara Tawar that will be
growing, so that ships carrying CNG gas cylinders is also
increasing up to 10.000 DWT. Plan layout exsisting access road to
the intake canal has a length of 2800.44 meters with the width of
access road intake canal 45 meters; while for water depths is only
4-5 meter LWS and the depth of water requirement for CNG 10.000
DWT vessel is minimal -7.5 meter LWS.
With the additional plan for the CNG ships need. It is
necessary to plan a strong foundation system for breasting dolphin
as the load recipient of the ship that is intact on the intake. On the
intake is also planned office platform as an office and mosque with
6.5 m hoarding of the seabed and protected by a sheet pile on te
left side of the pile With these plans, is expected to get a foundation system
design platform and breasting dolphin in the intake canal Muara
Tawar, Bekasi is right for mooring ships CNG.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Compressed Natural Gas (CNG, Dead Weight Tonnage (DWT), Low Water Spring (LWS),Platform,Breasting Dolphin,platform office
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA749 Soil stabilization
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User: Silviana Jeahan
Date Deposited: 13 Oct 2017 06:04
Last Modified: 06 Mar 2019 06:29
URI: http://repository.its.ac.id/id/eprint/46942

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