PERENCANAAN KOLAM PELABUHAN PONDOK DAYUNG FASARKAN 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 Fasarkan 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. Data processing in the planning include
wind speed data processing used for forecasting wave generation in the area of
the deep, significant wave height values obtained (Ho = 1.53 m) and significant
wave period (To = 9.585 sec) using wave probabilias according Gumbel
distribution (Fisher method type 1) when repeated waves during the 50-year
plan. Data processing tidal water of the sea as well as the face of map data
bathimetry high elevation used as reference breakwater planning and building a
dock, from the calculation of the value obtained tidal water of sea level plan
HHWL = + 51.4 cm, MSL = ± 0.0 cm, and LLWL = -34.6 cm. A fleet of data used as
reference calculation wide planning a groove cruise obtained wide a groove 216
m (two paths) , and large the depth of the draft of the port plan the pool D=±
12.25 m from the sea bet. Data geotek worn to find out the characteristics of
the ground used as reference planning breakwater type of the building , and
planning foundation structure a wharf. Planning breakwater building used type
of sloping side (1: 1.5) planned a total length L = 1292 m, the number of layers
n = 2 Secondary layers thick layer t = 1 m heavy pieces of stone W = 168-200 kg
for layers in the core layer of heavy point W = 16-20 kg, and the design
elevation mercu of breakwater ± 3.79 m from MSL. Plan a wharf a total length of
252 m with elevation plan + 1,07 m of msl, plan a structure of plates thick the
floor 20 cm, foundation structure piles spun pile Ø 50 cm with concrete quality
K 500. Dock facilities that Fender type V (400H 1000L) with a impact energy
capacity of 160 kN, as well as the type fastening a Bollard with pull capacity
of 35 tons. During the planning there are several aspects of which suggested to
examined more detail particularly on the big problem the value of sedimentation
tranport large and shallow , with such a large value of sediment transport and
sedimentation occurred in the port basin can be calculated and minimized
optimally.
Penulis: Agus Ristiyanto, Asif
Murtadlo, Salamun, Hary Budieny
Kode Jurnal: jptsipildd150134
