PERENCANAAN KOLAM PELABUHAN PONDOK DAYUNG FASHARKAN TANJUNG PRIOK JAKARTA UTARA
ABSTRACT: Ports of Pondok
Dayung is one of the special port designation refers to as one of the
supporting facilities and infrastructure facilities NKRI defense, such as
privatization TNI navy military has its have means to sea port don't depend on
other agencies. Planning a pool port of Pondok Dayung Fasharkan design covering
breakwaters, design port dock, grooves cruise design, as well as design lap
pool port. Functionally, this port will be used as a berthing dock and military
vessels, as well as a repair ships for the Navy in particular regional western
Indonesia and the surrounding region. Planning begins with the data include
wind speed data processing for generation forecasting waves in the sea area.
The result shows the significant wave height (Ho = 1.53 m) and significant wave
period (To = 9.585 sec) to reset wave when the plan for 50 years. Data
processing tidal sea water as well as map data is used as reference planning
bathimetry high elevation breakwater and dock buildings, from the calculation
of the value obtained tidal sea level plan HHWL = + 51.4 cm, MSL = ± 0.0 cm,
and LLWL = -34.6 cm. The data is used as reference fleet planning calculations
obtained wide shipping channel groove width 216 m (two lines), and the great
depth of the draft plan of the port pool D = ± 12.25 m from the sea bet. Geotek
the data used to determine the characteristics of the soil used as reference
planning building type breakwater, pier foundation and structure planning.
Planning generated breakwater building type hypotenuse (1: 1.5) with a total
length of 1292 m, the number of tier 2 Secondary layer 1 m thick layer of heavy
stones to 168-200 kg layer Core layer in grain weight 16-20 kg, and design
mercu elevation ± 3.79 m of MSL. Plan a total of 252 m long quay with a plan
elevation of +1.07 m MSL, plan structure 20 cm thick floor slabs, pile
foundation structure Spun Pile Ø 50 cm with concrete quality K 500. dock Fender
ie type V (400H 1000L) the impact energy capacity of 160 kN, as well as the
type fastening Bollard pull capacity of 35 tons.
Penulis: Agus Ristiyanto, Asif
Murtadlo, Salamun, Hari Budieny
Kode Nurnal: jptsipildd150155
