Untitled - Teknik Kelautan / ITB
Untitled - Teknik Kelautan / ITB
Untitled - Teknik Kelautan / ITB
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The Second International Conference on<br />
Port, Coastal, and Offshore Engineering<br />
(2 nd ICPCO)<br />
1. Ocean Environmental and Coastal<br />
Process Modeling<br />
2. Material in Marine Environment<br />
3. Offshore Engineering Technology<br />
4. Subsea Pipeline<br />
5. Marine Geotechnics<br />
6. Port Engineering & Management<br />
November 12-13, 2012<br />
<strong>ITB</strong> Campus<br />
Bandung, Indonesia<br />
7. Coastal Engineering<br />
8. Tsunami and Mitigation<br />
9. Ocean Renewable Energy<br />
10. Floating Structure<br />
11. Sea Defense Technology<br />
12. Coastal Management
CONTENTS<br />
Simultaneous Coupling Method: A New Approach in Wave Modeling .............. 1<br />
Recent Development of The Empirical Basis for Prediction of Vortex Induced<br />
Vibrations ............................................................................................................ 2<br />
Learning from Yi Sun-Sin Suspension Bridge and Other Modern Great Bridges<br />
for the Construction of the Sunda Strait Bridge ................................................... 3<br />
Near- and Far-Field Characteristics of The 2011 East Japan Tsunami and Their<br />
Impacts ................................................................................................................ 4<br />
Theoretical Wave Spectrum in Indonesia ............................................................ 5<br />
Application Study of Finite Volume Model for Tsunami .................................... 6<br />
Simulation of Waves with Highly Inaccurate Input ............................................. 7<br />
Tsunami Hazard Assessment and Mapping for the Southwest Coast of Sri Lanka<br />
............................................................................................................................. 8<br />
Mentawai Tsunami Wave Simulation Using Non-Orthogonal Curvilinear<br />
Coordinate Technique .......................................................................................... 9<br />
Design & Installation Requirements for an Ultra Deepwater High Pressure Gas<br />
Pipeline .............................................................................................................. 10<br />
Concept Selection of Lampung Floating Storage and Regasification Unit ........ 11<br />
Santos Maleo Producer MOPU, In Situ Substructure Modification .................. 12<br />
Dented Member Modelling Using Finite Element Method for Push-Over<br />
Analysis of Offshore Platform ........................................................................... 13<br />
Subsea Pipeline Stress Analysis In Operating Condition Using Strain Based<br />
Design: A Finite Element Analysis Application ................................................ 14<br />
The Mapping Environmental Sensitivity Index to The Oil Spill in Coastal Areas<br />
of Cilacap........................................................................................................... 15<br />
Cooling Water Recirculation Modeling of Cilacap Power Plant ....................... 16<br />
Numerical Modeling of Cooling Water Recirculation ....................................... 17<br />
Application of Two Iterative Methods for Solving System of Linear Equations<br />
In a Tidally Generated Flow Model ................................................................... 18<br />
Oil Spill Modeling Study of Montara WHP Blowout using Software MoTuM 19<br />
Application of Large Scale 3D Non-Orthogonal Boundary Fitted Sediment<br />
Transport Model and Small Scale Approach for Offshore Structure in Cimanuk<br />
Delta North Java Sea ......................................................................................... 20<br />
Design Optimization and Performance Evaluation of a Floating Breakwater ... 21<br />
Development of The BPPT-lock Breakwater Armour Unit ............................... 22<br />
Physical Modelling of Tanjung Adikarta Fishery Port Breakwaters ................. 23<br />
Assessment of Navigation Channel Reliability of Tanjung Adikarta Port using<br />
Hydraulics Modeling ......................................................................................... 24<br />
Pipe Coating and Concrete Mattress for Weighting Offshore Gas Pipes Using<br />
Nickel Slag as Concrete Aggregate ................................................................... 25<br />
Reliability Assessment of Offshore Pipeline Subjected Corrosion .................... 26<br />
Retrofit of Corroded Offshore Platform by Grouting ........................................ 27<br />
Chloride Induced Corrosion of Concrete Cracked in Flexure ............................ 28<br />
The Study on Hydrodynamic Performances of IHL Mini-Submarine ............... 29<br />
i
Preliminary Study of the Flow Noise Measurement in the Cavitation Tunnel .. 30<br />
The Sustainability of Wooden Ships in Indonesia ............................................. 31<br />
Application of Pile Driving Analyzer on Offshore Piles ................................... 32<br />
Evaluation of Soil Liquefaction Potential in Mersing, Johor ............................. 33<br />
Field and Model Studies of the Dynamics of Mud Shoreline Changes ............. 34<br />
Coastal Oceanographic Modelling Studies of Coastal Erosion Problem Along<br />
The Coast of Indramayu-Cirebon ...................................................................... 35<br />
Keywords : erosion, current, wave, sediment transpor, monsoon. ..................... 35<br />
Application of the Finite Volume Method to Cohesive Sediment Bed<br />
Fluidisation due to Water Waves ....................................................................... 36<br />
Application of Finite Volume Cell Center Method with Wet and Dry Treatment<br />
in Hydrodynamic Flow Modeling ...................................................................... 37<br />
Sedimentation Process Study at Entrance Channel Study Case: Pulau Baai Port<br />
........................................................................................................................... 38<br />
Oil & Gas Project Delivery Incorporating The EPCIC and PSC Procurement<br />
Approach: The Malaysian Experience ............................................................... 39<br />
Coastal Management Modeling Based on Equilibrium Shoreline Method ........ 40<br />
Videography Technology Utilization for Rip Current , Sandbar and Shoreline<br />
Position Identification to Safety Management of Coastal Tourism ................... 41<br />
The Contribution of Oceanographic Numerical Model In Supporting Integrated<br />
Coastal Management Around Komodo Island, Indonesia ................................. 42<br />
Sediment Classification for Geotechnics Using Sonar Technology .................. 43<br />
Simulation of the Single Hydrophone Source Localization Using Chirp Signal 44<br />
Application of Cascade Matrix Method on Reflection Coefficient Prediction of<br />
UnderwaterAcoustic for Inclined Seabed .......................................................... 45<br />
Diver Detection Experiment Using Single Hydrophone .................................... 46<br />
Coastal Ecosystem: Reducing or Amplifying The Tsunami Impact ~ A Lesson<br />
Learn from The Recent Events .......................................................................... 47<br />
Bukit Terbuka Hijau (Green Open Hills) as Green Solution of Urban Spatial<br />
Engineering in Tsunami-Prone Coastal City (Case Study: Cilacap Selatan<br />
District) .............................................................................................................. 48<br />
Building a Sustainable Local Community Preparedness Towards Tsunami ...... 49<br />
Tsunami Disaster Mitigation Education for Kid’s With Animation In Gambar<br />
To’ong ............................................................................................................... 50<br />
Investigation of Coastal Vegetation Characteristics and Field Experiment on<br />
Strength of Casuarina in Indonesia .................................................................... 51<br />
Potential of Ocean Thermal Energy Conversion (OTEC) in Indonesia Seas ..... 52<br />
ii
Simultaneous Coupling Method: A New Approach in Wave<br />
Modeling<br />
Hitoshi Tanaka 1 & Mohammad Bagus Adityawan 2,1<br />
1 Department of Civil Engineering, Tohoku University, 6-6-06 Aoba, Sendai Japan<br />
2 Water Resources Engineering Research Group, Institut Teknologi Bandung, Jalan<br />
Ganesha 10,Bandung, Indonesia<br />
Email: bagus@kasen1.civil.tohoku.ac.jp<br />
Abstract. This study presents the simultaneous coupling method (SCM) that<br />
enhances the shallow water equation (SWE) by replacing the conventional Manning<br />
approach with a direct assessment of the bed stress from the boundary layer. The<br />
SCM couples the SWE model with the k-ω model. The SWE calculates the depth<br />
average velocity that is used to assess the bed stress from the boundary layer using<br />
the k-ω model. The developed method has the advantage from the simplicity and<br />
efficiency of the SWE while providing an accurate estimation of the bed stress. The<br />
k-ω model was verified with experimental cases and showed good performance in<br />
estimating the bed stress. The SCM was verified and used to simulate three cases of<br />
the solitary wave run up on a sloping beach. The SCM successfully assessed the<br />
boundary layer beneath the solitary wave run up. The SCM is able to provide a more<br />
accurate bed stress as compared to the conventional Manning approach. The SCM is<br />
able to explain the known bed stress behaviors under unsteady wave motion. The<br />
accurate bed stress estimation leads to a higher accuracy of the wave profile and run<br />
up height prediction. The SCM is a valuable tool for understanding the boundary<br />
layer characteristic under the wave motion in practical application.<br />
Keywords: wave modeling; bed stress; boundary layer; shallow water equation, k-ω.<br />
1
Recent Development of The Empirical Basis for Prediction of<br />
Vortex Induced Vibrations<br />
Carl M. Larsen 1 , Elizabeth Passano 2 , Halvor Lie 2<br />
1 CeSOS, Dep. Of Marine Technology, NTNU, Trondheim, Norway<br />
2 MARINTEK, Trondheim, Norway<br />
Email: carl.m.larsen@ntnu.no<br />
Abstract. This paper describes the research activity related to VIV that has taken<br />
place at NTNU and MARINTEK in Trondheim during the last years. The overall<br />
aim of the work has been increased understanding of the VIV phenomena and to<br />
improve the empirical basis for prediction of VIV. The work has included<br />
experiments with flexible beams in sheared and uniform flow and forced motions of<br />
short, rigid cylinders. Key results in terms of hydrodynamic coefficients and analysis<br />
procedures have been implemented in the computer program VIVANA, which has<br />
resulted in new analysis options and improved hydrodynamic coefficients. Some<br />
examples of results are presented, but the main focus of the paper is to give an<br />
overview of the work and point out how the new results can be used in order to<br />
improve VIV analyses. Finally some ideas for further work and improvements of<br />
empirical methods for prediction of VIV are presented.<br />
Keywords:Marine technology; Risers; Pipelines; Vortex induced vibrations;<br />
Analysis; Experiments; Empirical models<br />
2
Learning from Yi Sun-Sin Suspension Bridge and Other Modern<br />
Great Bridges for the Construction of the Sunda Strait Bridge<br />
Ben Usagani<br />
PT. SWI Jetty Nusantara, KompleksPerkantoran Vila Delima No. 6,<br />
Jl. Karang Tengah Raya No. 9, LebakBulus, Jakarta 12440, Indonesia<br />
Email: ben@swijetty.co.id<br />
Abstract.Yi Sun-Sin is the 4th longest suspension bridge in terms of center span.<br />
Comparing its foundation along with other world’s longest suspension bridges can<br />
be used to conceptualize the possible foundation for the upcoming Sunda Strait<br />
Bridge.<br />
Keywords:suspension bridge foundation in the deep sea<br />
3
Near- and Far-Field Characteristics of The 2011 East Japan<br />
Tsunami and Their Impacts<br />
Abdul MUHARI 1 , Fumihiko IMAMURA1 & Anawat SUPPASRI 2<br />
1 Tsunami Engineering Laboratory, International Research Institute of Disaster<br />
Science (IRIDeS), Tohoku University, JAPAN<br />
2 Endowed Research Division, International Research Institute of Disaster Science<br />
(IRIDeS), Tohoku University, JAPAN<br />
Email: aam@tsunami2.civil.tohoku.ac.jp<br />
Abstract. We present analyses of the 2011 East Japan tsunami in the near- and farfield<br />
cases. First, the tsunami source model is developed to reproduce observational<br />
data in the near-field case which consists of tsunami heights and arrival time from<br />
GPS buoys, tide gauges, run-up heights and flow depths, co-seismic subsidence and<br />
the inland arrival time from the stopped clocks found along the tsunami affected<br />
areas. Next, the well validated source model is then used to reveal the characteristic<br />
of the tsunami in the east coast of Japan, and to model the cross-ocean propagation to<br />
the south until it reaches Papua region, Indonesia. Finally, the resulting damages on<br />
human and infrastructures in the North-East Japan and in Papua region, Indonesia<br />
are visualized to extract lessons from the catastrophe.<br />
Keywords: the 2011 Japan tsunami; tsunami source model; near- and far-field<br />
tsunami.<br />
4
Theoretical Wave Spectrum in Indonesia<br />
Setiyawan 1 , Hang Tuah Salim 2 , Safwan Hadi 3 & Iwan K Hadihardaja 4<br />
1,4 Department of Civil Engineering, Bandung Institute of Technology<br />
2 Department of Ocean Engineering, Bandung Institute of Technology<br />
3 Department of Oceanography Engineering, Bandung Institute of Technology<br />
Bandung, West Java, Indonesia<br />
Email: setiyawanvip@yahoo.co.id<br />
Abstract. Approach to selecting the design wave environment considers the wave<br />
spectrum. In this case Indonesian coastal area (Sabang, Meulaboh, Pacitan, Jepara,<br />
Jeneponto and Muarawahau) a suitable wave spectrum model is chosen representing<br />
an appropriate density distribution of the sea waves at the site under consideration.<br />
The most suitable spectrum is a measured design wave spectrum at the site, although<br />
such a spectrum is seldom available. As an alternative, one chooses one of the<br />
theoretical spectrum models available based on the fetch, wind and other<br />
meteorological conditions of the site. The chosen wave spectrum, of course describes<br />
a short term wave condition. A combination of theoritical wave spectrum, short term<br />
wave measurement, and wave forecasting developed by Joing North Sea Wave<br />
Project (JONSWAP) ware applied in order to determine the design wave height and<br />
period. Theoritical wave spectrum were calibrated with the observations wave<br />
spectrum using fast fourier transform developed by Cooley and Tukey.<br />
Keywords: Design wave environment, fast fourier transform, JONSWAP spectrum,<br />
theoritical wave spectrum, wave measurement.<br />
5
Application Study of Finite Volume Model for Tsunami<br />
Aditia Rojali 1 , Muhammad Syahril Badri Kusuma 2 & Dhemi Harlan 3<br />
1 Institute Technology of Bandung<br />
2,3 Water Resources Engineering Research Group, Institute Technology of Bandung<br />
Email: 1 aditiarojali@yahoo.com, 2 msbadrik@yahoo.com<br />
3 dhemi@si.itb.ac.id,<br />
Abstract. FVCOM model with unstructured triangle grid on barotropic mode has<br />
been used and has been adapted for the application of tsunami case. All cases were<br />
run without parallelization. The results of the FVCOM model verification with<br />
published laboratory test case and the canonical plane beach island which is are a<br />
standard benchmark tests for long wave run up model demonstrated the agreement<br />
between laboratory data and model in term of water profile and run up height; it<br />
means that the shallow-water wave phenomena can be simulated well by the<br />
FVCOM model.<br />
Keywords: canonical island, Flores, run up, tsunami, unstructured grid<br />
6
Simulation of Waves with Highly Inaccurate Input<br />
Andreas Parama Wijaya 1,2 , E. van Groesen 1,2<br />
1 LabMath-Indonesia, Bandung<br />
2 Department of Applied Mathematics<br />
University of Twente, Netherlands<br />
Email : a.parama@labmath-indonesia.org,<br />
E.W.C.vanGroesen@utwente.nl<br />
Abstract. This paper deals with wave simulations for which the input data are highly<br />
inaccurate. Inaccuracies can consistent of high levels of noise or strongly mutilated<br />
wave forms. Such inaccuracies can occur in various applications, one of which is in<br />
coastal wave prediction using remotely observed waves upstream. Wave data from<br />
radar images obtained at a ship or at the coast is already used to determine statistical<br />
properties of the approaching wave field, properties such as significant wave height,<br />
period and wavelength. For various modern coastal engineering applications it is<br />
desired to obtain time accurate information of incoming waves. To predict the<br />
incoming waves, we propose new methods to improve the inaccurate input in a<br />
dynamic simulation model that calculates the evolution of the waves towards the<br />
vessel. For the dynamic evolution we use a linear spectral code with exact<br />
dispersion. This model calculates the elevation from input that consists of the<br />
elevation at one or more specified positions upstream. The input is processed in an<br />
embedded way, i.e. by a source in the governing dynamic equation. We will show<br />
effects of inaccuracies at the input positions and show that averaging of multiple<br />
inputs will increase the prediction at the position of the vessel. Using synthetic data,<br />
the improvement is shown for inaccuracies caused by noise and caused by<br />
mutilations that remove partly or completely the waveform below the still water<br />
level.<br />
Keywords: wave prediction, fully dispersive linear evolution model, inaccurate<br />
input, averaged multiple input.<br />
7
Tsunami Hazard Assessment and Mapping for the Southwest<br />
Coast of Sri Lanka<br />
Janaka J. Wijetunge<br />
Department of Civil Engineering, University of Peradeniya,<br />
Peradeniya 20400, Sri Lanka<br />
Email: janakaw@pdn.ac.lk<br />
Abstract. This paper is concerned with a deterministic analysis carried out to<br />
evaluate the tsunami hazard for the southwest coast of Sri Lanka. The hazard<br />
assessment is based on numerical simulation of tsunami inundation caused by the<br />
seismogenic ‘worstcase’ scenario for the coastline concerned, i.e., an event similar to<br />
the mega-tsunami in December 2004. The computed extent of inundation on the<br />
whole shows good agreement with the points of maximum penetration of inundation<br />
from field measurements in the aftermath of the December 2004 tsunami. It can also<br />
be seen that the inundation distribution is strongly influenced by onshore<br />
topography. Furthermore, numerical simulations of tsunami propagation indicate<br />
that formation of edge waves trapped by the primary waves diffracting around the<br />
southwest of the country significantly influences the nearshore tsunami wave field<br />
and is largely responsible for relatively higher tsunami amplitudes in certain<br />
stretches of the southwest coast of Sri Lanka.<br />
Keywords: coastal hazards, disaster mitigation, numerical modeling, tsunami<br />
inundation.<br />
8
Mentawai Tsunami Wave Simulation Using Non-Orthogonal<br />
Curvilinear Coordinate Technique<br />
1 Muslim Muin, 1 Hendra Achiari<br />
1 Ocean Engineering Research Group<br />
Institut Teknologi Bandung<br />
Email: m_muin@ocean.itb.ac.id<br />
Abstract. Non-Orthogonal curvilinear coordinate ocean hydrodynamics model<br />
(Muin, 1997) was applied to simulate tsunami wave in Mentawai, in which occurred<br />
in 25 October 2010, 21:42:22 (GMT +7). The model was integrated in Geographic<br />
Information System, named as MuTsunami. The time step of the model was not<br />
limited by gravity wave speed. The results of simulation were compared with<br />
observational data. The field data was collected by group of researcher from Institut<br />
Teknologi Bandung, Waseda University, and Yokohama National University<br />
(Hendra, 2010). The studies present the results of simulation using various fault<br />
models. It was found that the agreement between the model and observations are<br />
very good for selected fault model<br />
Keywords: Tsunami, Modeling, Hydrodynamics<br />
9
Design & Installation Requirements for an Ultra Deepwater<br />
High Pressure Gas Pipeline<br />
David Lawson<br />
PT. Wood Group Indonesia<br />
Staco, 6 th Floor, Jl. Casablanca Kav.18<br />
Jakarta, 12870, Indonesia<br />
Email: david.lawson@jpkenny.com<br />
Abstract. This paper presents a case study to illustrate key aspects in the design and<br />
installation of an ultra deepwater high pressure gas pipeline with reference to the<br />
Medgaz transmission system. An overview of technical considerations particular to<br />
water is provided covering route selection, risk assessment, hazard analysis, the<br />
environmental challenge, flow assurance, pipeline design, facilities requirements,<br />
construction and pre-commissioning. The paper also discusses requirements for<br />
implementation of the pipeline operations simulator.The Medgaz pipeline system<br />
was delivered to a world class standard and put in to commercial operation during<br />
May 2011. It has been an important strategic project to secure European natural gas<br />
supply providing a direct link with the Algerian gas fields. Construction entailed<br />
laying the first pipeline at a depth greater than 2,000 metres in the Mediterranean Sea<br />
and is considered to be one of the most challenging deepwater installations of its<br />
type<br />
Keywords: Construction, Deepwater, Flow Assurance, Marine Survey, Pipeline,<br />
Subsea<br />
10
Concept Selection of Lampung Floating Storage and<br />
Regasification Unit<br />
Djoko Saputro 1 ., Jobi Triananda Hasjim 1 ., Tatit Sri Jayendr 1 , Rikrik Gantina<br />
1 , Herman Pals 2 .,Carlo Pellegrino 3 , Krisnaldi Idris 4<br />
1 PT Perusahaan Gas Negara (Persero) Tbk<br />
2 PT Haskoning Indonesia a company of Royal Haskoning DHV<br />
3 Registro Italiano Navale, RINA Service<br />
4 Institut Teknologi Bandung<br />
Abstract. PT Perusahaan Gas Negara (Persero) Tbk (PGN) is supplying natural gas to several<br />
costumers such as power plants, chemical industries and other consumers in Indonesia. In order<br />
to enhance availability and reliability of natural gas supply in the region of South Sumatra and<br />
West Java, PGN plans to establish an LNG Floating Storage and Regasification Unit (FSRU) in<br />
Labuhan Maringgai, Lampung (Site). The FSRU is a floating unit, which is permanently<br />
present at the offshore berth, in which LNG can be stored. The FSRU consists of a modified<br />
LNG carrier, equipped with a regasification module. After regasification, the gas is transported<br />
via a pipeline to the shore into the gas grid. The FSRU is intended to be permanently moored at<br />
the offshore berth during service life period for about 20 (twenty) years. The operative scheme<br />
of the FSRU is required to be continuous and it includes the below services that can be operated<br />
simultaneously:Unloading LNG from a LNG Carrier via the mooring island LNG transfer<br />
system (loading arms and piping),Storing of 170.000 m3 of LNG,Regasification of LNG to<br />
high pressure NG,NG Send out capacity up to 500MMscfd,BOG handling and utilization for<br />
producing electric power to feed the FSRU and the mooring island.The project scope is a<br />
floating unit designed to be operated as an FSRU in the initial part of its operative life and to be<br />
subsequently operated as an LNG carrier requiring only minor modifications.As The FSRU<br />
shall be permanently berth via a safely designed Mooring System for a foreseen service life<br />
period of about 20 (twenty) years. The FSRU and the Mooring System shall be designed in an<br />
integrated manner in order to provide an overall 97% operating uptime (only about 3% of<br />
downtime is allowed).The selection of the FSRU and Mooring System was based on available<br />
data and assumption which considering various options that have been built worldwide for<br />
decades as well as several new concepts that has been recently developed, such as:FSRU<br />
(floating storage and regasification unit) with:moored at quays or jetty type structures,with STL<br />
(Submerged Turret Loading),permanently moored with turret;GBS (Gravity Based Structure)<br />
storage and regassification;Storage and Regasification pontoon;Storage and Regasification<br />
platform;Regasification shuttle vessel; andHiload module.One of the main objectives of the<br />
initial concept selection is to find the optimum mooring system in line with the selected size of<br />
the FSRU and the foreseen range of LNG Carriers. The concept selection under this discussion<br />
shall use a methodology for comparison which is based on Qualitative Analysis (QA) using the<br />
weighing factor of some primary parameters and the selected Mooring type will be assessed<br />
using the Analytical Hierarchical Process (AHP) as the initial assessment of the study. The<br />
three highest options from the AHP will be then further be analyzed in three steps: Assessment<br />
mooring layouts (dynamic mooring analyses);Combine above in multi criteria analysis (MCA);<br />
andSelect preferred option based on results of MCA.This paper presents the applicable and best<br />
solution to the FSRU – Mooring arrangement at Site in Lampung in accordance with the<br />
available data and assumption.<br />
Keywords: Concept Selection, Floating Storage and Regasification Unit (FSRU), LNG carrier,<br />
Mooring arrangement, Availability, Downtime, Qualitative Analysis (QA)<br />
11
Santos Maleo Producer MOPU, In Situ Substructure<br />
Modification<br />
Tigor M. Hutabarat1, Steve Adrianto1, & Sekita Dasbi Sembiring2<br />
1 Santos -Madura Pty, Ltd. Ratu Plaza Office Tower 4th fl. Jl Jend. Sudirman Jakarta<br />
2 PT. Blue Ocean Services, Talavera Building 28th Fl. Jl RA Kartini no 26 Jakarta<br />
Email: tigor.hutabarat@santos.com; steve.adrianto@santos.com;<br />
sekita@blueoceanservice.com<br />
Abstract.Maleo Producer MOPU which originally owned by Global Process System<br />
Dubai was converted from jack up drilling to become Maleo Mobile Production Unit<br />
and rented by Santos (Madura) from PT Radiant Utama Interinsco (PT RUI). Since<br />
2006 GPS and RUI have operated it in Maleo field to produce gas 110 MMscfd feed<br />
into Indonesia Power in Surabaya. While the class certification being approved by<br />
ABS for MOPU for service life 15 years after conversion in 2006 and minimum<br />
fatigue life 22 years at some locations of new gusset added, however subsea<br />
inspection in 2009 reveal crack indication in three location on gusset plate 2D & 2G<br />
top toe. In August 2010 a total of eleven crack indications were found on gusset and<br />
leg. GPS the previous asset owner strongly proposed repair strategy in Singapore dry<br />
dock as the robust technical solution however this would disrupt production and<br />
potential black out in Surabaya.<br />
This paper describe Santos proposal for in situ repair where no welding required for<br />
offshore installation instead by clamping and bolting, no production shutdown, and<br />
X bracing is considered as permanent solution to become a fixed platform. ABS<br />
Structural managing principal engineer agree to pursue X braces solution.<br />
Keyword: cracks; deterministic fatigue; maleo producer; natural period; x bracing<br />
12
Dented Member Modelling Using Finite Element Method for<br />
Push-Over Analysis of Offshore Platform<br />
M. Suarjana 1 , M.F. Ezeddin 2 & S. Margaretta 2<br />
1 Associate Professor, Civil Eng. Dep., Institut Teknologi Bandung, Indonesia<br />
2 Former Student, Civil Eng. Dep., Institut Teknologi Bandung, Indonesia<br />
Email : msuarjana@si.itb.ac.id; ezeddin.farid@gmail.com;<br />
sylvia.margaretta@gmail.com<br />
Abstract. Dropped objects or vessel collisions may cause damage in form of denting<br />
or bending of offshore platform member(s). Dent or bend damage may significantly<br />
reduce compression and bending capacity of member. Empirical and numerical<br />
method can be used to include dented effects for offshore platform structural<br />
analysis. In this study, nonlinear beam column finite element is used to model an<br />
offshore platform with a dented member. The dented segment of the dented member<br />
is locally discretized by shell element. The global discretization by beam-column<br />
elements and local discretization by shell elements are combined to capture the local<br />
and global responses of the structure. The detailed local shell element discretization<br />
enables to model the dent in the member, including the formation of the dent by<br />
accidental load and the effects of the dent to member strength and stiffness.<br />
Accidental load magnitude is estimated based on API RP 2A-LRFD. Non-linier<br />
analysis weas performed to generate structural response due to accidental load that<br />
caused dented member. After the removal of the accidental load, with all the residual<br />
stress and deformation captured in the model, the nonlinear analysis is continued to<br />
simulate the performance of the structure under extreme load (storm or seismic).<br />
Non-linier analyses were performed for offshore platform in Java Sea with water<br />
depth 37.95 meter for cases with and without dent damage. Effects of dented<br />
member to local and global structural performance were evaluated.<br />
Keywords: accidental load, dent damage member, offshore platform, nonlinear<br />
analysis.<br />
13
Subsea Pipeline Stress Analysis In Operating Condition Using<br />
Strain Based Design: A Finite Element Analysis Application<br />
Eko Charnius Ilman 1 dan Ricky Lukman Tawekal 2<br />
Ocean Engineering Program<br />
Faculty of Civil and Environmental Engineering, Institut Teknologi Bandung,<br />
Jl Ganesha 10 Bandung 40132<br />
Email: 1 ekoci_zn@students.itb.ac.id and 2 ricky@ocean.itb.ac.id<br />
Abstract. Sub-sea pipelines in extreme environmental conditions such as high<br />
pressure and high temperature (HP/TP), the pipeline across the uneven seabed,<br />
sliding or liquefaction, the strain-based design criteria could be taken as design<br />
consideration. In this theses, modelled the buried and partially buried sub-sea<br />
pipeline system and then analyzed the pipeline stress under operating conditions<br />
dominated by high temperature and undulated seabed using strain-based design<br />
criteria with general finite element analysis software. All welded joints are assumed<br />
strong during operation so neglected in the modelling. Material, geometry and<br />
contact nonlinearity are modelled in nonlinear static analysis and compared with the<br />
linear analysis. Pipe self-weight, soil backfill, gas pressure, thermal expansion, static<br />
current forces and pipeline anchor blocks boundary conditions at both ends<br />
considered in the analysis. Pipe is modelled with PIPE31 element, the pipeline-soil<br />
interaction with the PSI element for buried segments and pressure-over-closure<br />
relationship with the rigid element for exposed pipeline segment. From cases studies<br />
analysis results in this thesis, the accumulated plastic strain for 16-inch pipe API 5L<br />
X-60 on maximum load combination is 0.597% for buried pipes corroded condition<br />
and 1.519% for partially buried pipe corroded condition but it does not exceed the<br />
2% allowable strain set by regulation. From linear and nonlinear analysis results for<br />
those cases, the maximum von mises stress values in the nonlinear analysis is<br />
relatively smaller than the maximum von mises stress values in the linear analysis,<br />
the comparison is about 1.5 - 2.5 times larger linear analysis results. So the sub-sea<br />
pipeline in uneven seabed with high temperature condition must consider the<br />
nonlinearity of material, geometry and pipe-soil contact.<br />
Keywords Sub-sea Pipeline, Strain Based Design, Accumulated Plastic Strain,<br />
undulated seabed, nonlinear.<br />
14
The Mapping Environmental Sensitivity Index to The Oil Spill in<br />
Coastal Areas of Cilacap<br />
Mardi Wibowo, Tjahjono Prijambodo, Maulana Tri Wibowo<br />
Coastal Dynamic Research Center<br />
The Agency for the Assessment and Application of Technology (BPDP-BPPT).<br />
Jl. Grafika 2 Sekip Yogyakarta - Indonesia. Tel: +62-274-586239, Fax: +62-274-<br />
542789<br />
E-mail : mardi.wibowo@bppt.go.id, tjahjono.prijambodo@bppt.go.id,<br />
maulana.triwibowo@bppt.go.id<br />
Abstract. Environmental Sensitivity Index (ESI) is basically a measure of the<br />
potential loss of economic, social , physical and biological value of the area (land or<br />
water) . The ESI be prepared to determine the level of sensitivity and vulnerability<br />
of natural resources in coastal areas. Now, coastal areas of Cilacap has very fast and<br />
dynamic development and have vary diversity such as geophysic condition, biology,<br />
shoreline type and landuse type. The coastal area of Cilacap also has very important<br />
environmental services (as a recreation, transportation, source of energy, means of<br />
education or research, residential , industry. Besides it has potentials for<br />
development, this area is also had great potential to pollution especially pollution of<br />
the oil. That is caused Cilacap has the rafinary oil plant and the great port of oil,<br />
furthermore it has crowded traffic of ship (both big ship or fishing ships). All of<br />
which have a tremendous potential pollute the sea and the surrounding areas.<br />
Therefore, for protection and management planning in coastal area of Cilacap is<br />
needed assessment and mapping of ESI. Generally, this assessment (mapping) of ESI<br />
is used weight and scored each input parameter. Data input, analysis, edit, and<br />
presentation of information use geographic infromation system technology<br />
(software). Based on this study, in general coastal areas of Cilacap has “sensitive”<br />
and “very sensitive” to the presence of oil spills (about 207 km 2 ), and the area that<br />
has” less sensitive” and “insensitive” only in southern part of P. Nusakambangan.<br />
Therefore, it need the act of prevention as early as possible to minimize the negative<br />
effects which may arise due to the presence of pollution of oil<br />
Keywords: Environmental Sensitivity Index, Oil Spill<br />
15
Cooling Water Recirculation Modeling of Cilacap Power Plant<br />
Dhanus Suryaman 1 , Velly Asvaliantina 1 , Sapto Nugroho 1 , Widjo Kongko 1<br />
1 Coastal Dynamics Research Center - Agency for the Assessment and Application of<br />
Technology (BPDP–BPPT),<br />
Jl. Grafika 2 Sekip Yogyakarta – Indonesia, Tel: +62-274-586239, fax: +62-274-<br />
542789<br />
dhanus.suryaman@bppt.go.id; widjo.kongko@bppt.go.id<br />
Abstract. Cilacap Coal fired steam power plant of 2 x 300 MW has been built and<br />
operated since 2006 to fulfill electric power demand. The plant uses sea water of<br />
Indian Ocean for cooling water unit. After passing the cooling water unit, the water<br />
discharges back to the ocean through an outfall structure. Temperature of the<br />
discharge water is higher than those of the seawater. It is important to make sure<br />
there is no thermal recirculation from the outfall to the intake of the cooling water<br />
system. The modeling-simulation study is performed to assess and evaluate the<br />
possible discharged thermal water circulation pattern in the surrounding coastal<br />
waters. The tide and wind induced flow pattern and the advection-dispersion of<br />
discharged thermal water are established using hydrodynamic and advectiondispersion<br />
models of MIKE-21 Flow Model program, respectively. The simulation<br />
results show that the flow in near-shore zone is persistently in parallel to the coast,<br />
eastward or westward. The discharged thermal water primarily moves along the<br />
western coastal waters. There is no significant recirculation of discharged thermal<br />
waters to the cooling water intake. Critical evaluations of the intake-outfall location<br />
are suggested based on the simulation results<br />
Keywords: Coastal Environment, CW Intake-Outfall, Discharge Water, MIKE-21,<br />
Thermal Dispersion<br />
16
Numerical Modeling of Cooling Water Recirculation<br />
Velly Asvaliantina 1 , M. Alfan Santoso 1 , Dhanus Suryaman 1 , Sapto Nugroho 1<br />
1 Coastal Dynamics Research Center- Agency for Assessment & Application of<br />
Technology (BPDP-BPPT),<br />
Jl. Grafika 2 Sekip Yogyakarta - Indonesia. Tel: +62-274-586239, Fax: +62-274-<br />
542789<br />
Email (first author): velly.asvaliantina@bppt.go.id<br />
Abstract. This paper summarizes a two-dimensional, finite element coastal<br />
circulation numerical model, MIKE21 FM, adapted to examine the possible<br />
recirculation of cooling water in the Bengkayang coal-fired power plant, West<br />
Kalimantan. In general, most of the coal-fired power plants are built near the beach,<br />
with the main reason due to the ease in obtaining water to be used for cooling water<br />
systems and also for boiler feed water, for example PLTU Suralaya in Merak<br />
Banten, PLTU Muara Karang in Muara Karang Jakarta, and others. The main<br />
problem that always arises from the activities of this plant is thermal waste from<br />
cooling water systems, where the temperature is much higher than the surrounding<br />
water temperature.This study aims to model the thermal waste dispersion of cooling<br />
water system and its effect to the surrounding coastal water. The study is carried out<br />
in several scenarios using the models of hydrodynamic and advection-dispersion of<br />
thermal waste from the cooling water system. Some recommendations to the<br />
placement of the intake and outlet cooling water system are suggested in order to<br />
avoid the thermal recirculation and degradation of aquatic environments.<br />
Keywords: Cooling water recirculation, Numerical models<br />
17
Application of Two Iterative Methods for Solving System of<br />
Linear Equations In a Tidally Generated Flow Model<br />
Purwanto Bekti Santoso 1 & Nastain 1<br />
1 Department of Civil Engineering, Universitas Jenderal Soedirman<br />
Jl. Mayjen Sungkono Km 5 Blater, Purbalingga, 53371, Indonesia<br />
Email: purwanto@unsoed.ac.id<br />
Abstract. Solution of a system of linear equations involved in the calculations of<br />
three-dimensional flows in estuary, lake, and coastal environments takes a<br />
considerable portion from the overall computation time. Therefore, an efficient<br />
algorithm for solving the linear equations system needs to be applied so that the<br />
overall computation time is reduced. In this study, the linear equations system<br />
solvers to be applied were the conjugate gradient method and the successive overrelaxation<br />
method. The effectiveness of the schemes was tested in a semi-implicit<br />
numerical solution of three-dimensional shallow water hydrodynamics model. The<br />
test results show that the conjugate gradient method is very efficient in terms of the<br />
number of iterations required to achieve convergence of the calculation. However,<br />
this method requires additional loops of calculation so that its efficiency in the<br />
overall computation time is greatly reduced. With appropriate selection of the<br />
relaxation coefficient, the method of successive over-relaxation is preferable to the<br />
conjugate gradient.<br />
Keywords: shallow water flow model; numerical method; linear equation;<br />
convergence.<br />
18
Oil Spill Modeling Study of Montara WHP Blowout using<br />
Software MoTuM<br />
Muslim Muin<br />
Ocean Engineering Research Group<br />
Institut Teknologi Bandung<br />
Email: m_muin@ocean.itb.ac.id<br />
Abstract. The Blowout at the Montara Well Head Platform (WHP) had released<br />
significant amount oil to Timor Gap and adjacent area. The release of oil started on<br />
the 21 st August 2009 and stopped at November 2 nd 2009. The spatial extent of oil<br />
spill, fates, and exposure occurrence were simulated using software MoTuM. The<br />
paper present the methodology and application of integrated three dimensional nonorthogonal<br />
boundary fitted ocean hydrodynamics and oil spill models in Geographic<br />
Information System (GIS). The ocean hydrodynamics model was calibrated and<br />
validated using available observation data. The spatial extents of the oil were<br />
compared with satellites image and flight observation. The agreement between<br />
results of simulation and observation are excellent.<br />
Keywords: Oil Spill, Oil Spill Model, MoTuM, Montara, Timor Gap<br />
19
Application of Large Scale 3D Non-Orthogonal Boundary Fitted<br />
Sediment Transport Model and Small Scale Approach for<br />
Offshore Structure in Cimanuk Delta North Java Sea<br />
1 Muslim Muin, 1 Krisnaldi Idris, 1 Nita Yuanita<br />
1 Ocean Engineering Research Group<br />
Institut Teknologi Bandung<br />
Email: m_muin@ocean.itb.ac.id<br />
Abstract. The morphology in Cimanuk Delta of North Java Sea change rapidly in<br />
the last two decades. The annual sediment deposition is about two million cubic<br />
meter (Yuanita and Tingsanchali, 2008). The location of Offshore Structure is<br />
approximately 30 km from Cimanuk Delta. Large scale ocean hydrodynamics and<br />
sediment transport model MuSed3D (Muin, 1997) was applied in North Java Sea to<br />
simulate suspended sediment at Platform GG in North Java Sea. The result of the<br />
large scale model was calibrated using observation data and Landsat satellite image<br />
interpretation. The agreement between the modeling results and observations are<br />
excellent. It was found that the critical shear stresses for erosion and deposition are<br />
0.1 Pa and 0.05 Pa respectively. Simple empirical formula was further utilized to<br />
assess the sedimentation at offshore structure in small scale domain and extreme<br />
condition.<br />
Keywords: MuSed3D, Non-Orthogonal, Boundary-Fitted, Sediment<br />
20
Design Optimization and Performance Evaluation of a Floating<br />
Breakwater<br />
Faisal Mahmuddin<br />
Department of Naval Architecture, Faculty of Engineering, Hasanuddin University<br />
Makassar, Indonesia<br />
f.mahmuddin@gmail.com<br />
Abstract. In order to design an optimal floating breakwater with a high performance<br />
in a wide range of frequencies, its characteristics and performance in 2D and 3D<br />
cases are analyzed. For obtaining an optimal 2D model shape, an optimization<br />
method called Genetic Algorithm (GA) combined with Boundary Element Method<br />
(BEM) is employed. The accuracy of BEM analysis is confirmed using numerical<br />
relations such as Haskind-Newman and energy conservation relations. Moreover,<br />
since the investigated model will be an asymmetric shape, an experiment is also<br />
conducted to confirm that the present analysis could treat asymmetric body case<br />
correctly. However, because the performance of the obtained 2D model is expected<br />
to be different for some extent from real application, the performance of the<br />
corresponding model in 3D case is also analyzed using Higher Order Boundary<br />
Element Method (HOBEM). 3D Wave effect and its effect to the floating breakwater<br />
performance are analyzed and discussed. It is shown from this study that the<br />
combination of GA and BEM is effective in obtaining an optimal performance<br />
model. Moreover, it is also shown that the 3D wave effect is small on motion<br />
amplitudes while the wave elevations are found to be in 3D pattern even for a longer<br />
body length.<br />
Keywords: 3D wave effect; boundary element method; floating breakwater; genetic<br />
algorithm; shape optimization.<br />
21
Development of The BPPT-lock Breakwater Armour Unit<br />
Jauzi Zuhdan 1 , Subarkah Aris 1 , Sujoko Sungsang Urip 1 , Hendriyono Wahyu 1<br />
1 Coastal Dynamics Research Center (BPDP)<br />
Agency for the Assessment and Application of Technology (BPPT)<br />
zuhdan.jauzi@bppt.go.id<br />
Abstract. The first generation of concrete breakwater armour units were classified as<br />
dual layer-random placement, starting from the development of the tetrapod (France-<br />
1950). Some drawbacks of this generation are noted, namely: stability factor due to<br />
its own weight (lack of interlocking), and relatively small stability coefficient (Kd).<br />
The development of the second generation, known as the single layer-random<br />
placement, initiated by the accropode (France 1981), all the way through the<br />
development of BPPT-lock (Indonesia-2011).On the hydraulic benchmarking test,<br />
BPPT-lock was compared to tetrapod, dolos and the Xbloc. The results indicate that<br />
the BPPT-lock has a better performance than tetrapod, Xbloc and the dolos. The test<br />
results for the value of Kd is also good, where the recommended value for the design<br />
of a breakwater is 17 for the trunk, and 13 for the head.The structural of the BPPTlock<br />
was carried out by means of numerical methods (FEM). On the conditions of<br />
BPPT-lock being dropped from a height of 2 m, assuming as deep as 10 cm<br />
destruction at the point of impact, it was found that the structure of BPPT-lock is still<br />
quite safe since the maximum stress that occurred was less than 10% of the<br />
maximum permitted value.<br />
Keywords: Armour units, BPPT-lock, breakwater, Kd (Stability Coefficient),<br />
random, single layer.<br />
22
Physical Modelling of Tanjung Adikarta Fishery Port<br />
Breakwaters<br />
Jauzi Zuhdan 1 , Sujoko Sungsang Urip 1 , Subarkah Aris 1 , Sumanto Bambang 1<br />
1 Coastal Dynamics Research Center (BPDP)<br />
Agency for the Assessment and Application of Technology (BPPT)<br />
zuhdan.jauzi@bppt.go.id<br />
Abstract. Physical modelling was conducted to find the causes of the failure of<br />
Tanjung Adikarta fishery port breakwaters. Stability of breakwater is considered<br />
good if the maximum level of armour unit damage is less than or equal to 5 percent<br />
of placed armour unit when the breakwater is attacked by design waves. Laboratory<br />
Test was carried out on LLWL, MSL, and HHWL conditions.The test results are: if<br />
Tanjung Adikarta breakwater had been constructed according to it’s design, it would<br />
has a good hydraulic stability, where the armour unit damage is very little about 0.71<br />
% of total placed tetrapod armour units. The failure of breakwater related to the<br />
research has been conducted is caused by less density of tetrapods placement on<br />
breakwater, and Tetrapods placement are mostly one layer only (it should be two<br />
layers). Improvements can be done by adding tetrapod placement density according<br />
to the theoretical calculation or at least equal to density of tetrapod placement on<br />
testing in the laboratory.<br />
Keywords: Armour units, breakwater, damage, Physical Modelling, tetrapod.<br />
23
Assessment of Navigation Channel Reliability of Tanjung<br />
Adikarta Port using Hydraulics Modeling<br />
Aloysius Bagyo Widagdo 1 , Suranto 1 , Muhammad Irfani 1 & Jainindra<br />
Setiawan 1 ,<br />
1 Coastal Dynamics Research Center, Agency for the Assessment and Application of<br />
Technology, Yogyakarta, INDONESIA<br />
Email: bagyowidagdo@yahoo.com<br />
Abstract. Port of Tanjung Adikarta located on the south coast of Yogyakarta is<br />
currently under construction. The navigation channel of the port is facing to the<br />
Indian Ocean that has a high waves. The high wave can penetrate into the port basin<br />
and may disturb the calmness of the water in the basin. Furthermore, the port basin is<br />
located on the banks of the Serang river estuary that carrying sediment from<br />
upstream. It is great potential for sedimentation in the basin as well as along the<br />
navigation channel which is the one with the mouth of the river. Sedimentation<br />
potential can also be caused by longshore sediment transport that comes into the<br />
estuary. One method for understanding the phenomenon of wave penetration and the<br />
potential for sedimentation in the port is by conducting hydraulic modeling. In this<br />
modeling, scaling model is applied based on the principle of similarity. The wave<br />
basin facility with a size 55 m x 30 m x 0.9 m equipped with wave generator is used<br />
for the simulation. Alternatives of navigation channel and alignment of breakwaters<br />
should be proposed in order to obtain an optimal design.<br />
Keywords: hydraulics modeling, navigation channel reliability, potency of<br />
sedimentation, wave penetration<br />
24
Pipe Coating and Concrete Mattress for Weighting Offshore Gas<br />
Pipes Using Nickel Slag as Concrete Aggregate<br />
Saptahari Sugiri 1) , Ivindra Pane 1) , Ediansjah Zulkifli 1)<br />
1 Structure Research Group,<br />
Faculty of Civil and Environmental Engineering,<br />
Institute of Technology Bandung<br />
saptahari@si.itb.ac.id<br />
Abstract. Indonesia is one of the producers of nickel in significant amounts, where<br />
one of the nickel industry can be found in Soroako and Pomala, Sulawesi. The waste<br />
from the nickel industry is called nickel slag. Nickel slag has a very heavy weight<br />
thus making it suitable for use as aggregate material in concrete for weighted pipes,<br />
such a concrete layers for steel pipes or in the form of concrete mattresses. The rapid<br />
expansion of offshore gas explorations has given rise to the need for weighted<br />
concrete for gas pipes in the form of concrete layers or mattresses, and therefore<br />
nickel slag is very potential for use as aggregate in concrete for weighted pipes due<br />
to its heavy weight and abundance as by-product. Research studies on concrete for<br />
weighted pipes using nickel slag aggregate using ACI method results in a<br />
compression strength of 50,77 MPa. Furthermore the mixture complies with the<br />
requirement for concrete absorption to be lower then 5 % which is 0,69 %, and the<br />
specific gravity is 3267 kg/m3.<br />
Keywords : Nickel Slag, aggregate, concrete for weighted pipes, concrete mattress.<br />
25
Reliability Assessment of Offshore Pipeline Subjected Corrosion<br />
Ivindra Pane 1 & Andreas Nugroho Jati 1<br />
1 Institut Teknologi Bandung, Ganesha 10, Bandung, Indonesia<br />
Email: ivpane@si.itb.ac.id<br />
Abstract. As corrosion condition is an essential design consideration, reliability<br />
analysis is performed for offshore pipeline subjected to corrosion. Two design<br />
requirements namely B31G and Shell 92 are applied together with some corrosion<br />
loss models. Prior to performing the reliability analysis some corrosion models are<br />
reviewed and some selection process has been done to narrow down some models<br />
that are to be used further. A notable model is the one by Qin & Cui which can<br />
predict time varying rate of corrosion realistically. FORM reliability analysis is<br />
performed for pipeline having random design paramaters. The result provides<br />
interesting insight on how pipeline reliability index varies with time for different<br />
corrosion loss models. FORM reliability analysis allows to design pipeline subjected<br />
to corrosion for a given service period with known reliability level.<br />
Keywords: corrosion, design, FORM, offshore, pipeline, pressure, reliability.<br />
26
Retrofit of Corroded Offshore Platform by Grouting<br />
M.Suarjana 1 , M.Kurnia 2 & D.Pratomo 3<br />
1 Associate Professor Civil Engineering Department, Institut Teknologi Bandung<br />
(<strong>ITB</strong>), Ganesha No 10 Bandung 40132, Indonesia<br />
2 Master Program Student of Civil Engineering Department, Institut Teknologi<br />
Bandung (<strong>ITB</strong>), Ganesha No 10 Bandung 40132, Indonesia<br />
3 Former Student of Civil Engineering Department, Institut Teknologi Bandung<br />
(<strong>ITB</strong>), Ganesha No 10 Bandung 40132, Indonesia<br />
Email: msuarjana@si.itb.ac.id, mahdiankurnia@gmail.com,<br />
derip123civil@gmail.com<br />
Abstract. Structures of the jacket type offshore platforms are usually made of<br />
tubular steel. Steel structures for offshore platforms are very prone to corrosion<br />
problems. Corrosion will reduce the strength and stiffness of the member and joint to<br />
the extent that the corroded members and joints may be not strong enough to<br />
withstand the load imposed on the platform. An effective method to retrofit the<br />
corroded members and joints is to conduct grouting of the member and joint. The<br />
grouting method is cost effective and do not require shutting down platform<br />
operations during the process. In this study, a finite element analysis complemented<br />
with manual calculations was performed to review the effectiveness of grouting<br />
systems for retrofitting a corroded offshore platform. The full finite element model<br />
of the platform was developed to analyze the internal forces of the members and<br />
joints. Stiffness of the grouted members was modified to include the composite<br />
action of steel tubular members and the grout. The internal forces were used to check<br />
by manual calculation the strength of members and joints based on API RP 2A WSD<br />
and NORSOK codes and other published empirical equations.<br />
Keywords: corrosion, grouted joint, grouted member, offshore platform, retrofit<br />
27
Chloride Induced Corrosion of Concrete Cracked in Flexure<br />
Sri Murti Adiyastuti<br />
Ocean Engineering Program<br />
Faculty of Civil and Environmental Engineering, <strong>ITB</strong><br />
Email: adiyastuti@ocean.itb.ac.id<br />
Abstract. The penetration of chloride ions plays a crucial role in reinforcement<br />
corrosion and affects the durability and service life of marine structures. The<br />
problem is even more acute once cracking occurs in a concrete member. The<br />
presence of cracks is shown to have a significant impact on chloride penetration into<br />
concrete. The experimental study investigated the influence of multiple flexural<br />
cracks on the chloride diffusivity of reinforced concrete beams; to obtain data that<br />
could be considered reliable, reinforced concrete beams, 200 x 250 x 2200 mm in<br />
dimensions with 20 mm concrete cover, were used for the experimentation. The<br />
beams were pre-cracked using a compression test machine and the crack widths<br />
induced varied between 0.1 mm to 0.5 mm. The chloride profile was determined<br />
after 1 month and 2 years of immersion in 3.0% NaCl solution. The measured<br />
chloride profiles of the beams with multiple cracks are compared to those obtained<br />
from the uncracked (control) beam. An observation was also made on the effect of<br />
cracks on the corrosion development of steel bar after two years of immersion in salt<br />
solution.<br />
Keywords: chloride diffusivity, chloride profile, corrosion of steel, cracked<br />
concrete, durability, flexural cracks<br />
28
The Study on Hydrodynamic Performances of IHL Mini-<br />
Submarine<br />
Erwandi 1 , Taufiq Arief Setyanto 1 & Cahyadi Sugeng J.M. 1 , Endang Widjiati 1<br />
1 Indonesian Hydrodynamic Laboratory (IHL) - Surabaya<br />
Agency for the Assessment and Application of Technology (BPPT)<br />
Jl. Hidrodinamika BPPT, Kompleks Kampus ITS Sukolilo Surabaya 60112<br />
Email: erwandi@bppt.go.id; erwandi@gmail.com<br />
Abstract. This paper describes the study on hydrodynamic performances of 133-ton<br />
mini submarine (midget) conducted by Indonesian hydrodynamic Laboratory (IHL)<br />
BPPT. To understand the hydrodynamic performances of mini-submarine, two<br />
studies are carried out, i.e. Computation Fluid Dynamic (CFD) and hydrodynamic<br />
model tests. (CFD) analysis is employed to evaluate the hull form design, the<br />
velocity distribution around the hull, the velocity distribution around propeller disk<br />
(the wake), and the pressure distribution. The hydrodynamic model tests are<br />
resistance test, open water test, propulsion test, and maneuver test. The physical<br />
model-scale is made to identify its resistance by towing it in IHL BPPT. Moreover<br />
the 7-blades propeller is designed and manufactured based on resistance test. Finally<br />
the self propulsion test and maneuver test is conducted to check the controllability of<br />
mini-submarine.<br />
Keywords: Hydrodynamic performance, Indonesian Hydrodynamic Laboratory<br />
BPPT, mini-submarine, model test,7-blades propeller.<br />
29
Preliminary Study of the Flow Noise Measurement in the<br />
Cavitation Tunnel<br />
Endang Widjiati 1,2 , Eko Budi Djatmiko 1 , Wisnu Wardhana 1 & Wirawan 1<br />
1 Institut Teknologi Sepuluh Nopember, Kampus ITS Sukolilo, Surabaya<br />
2 Indonesia Hydrodynamic Laboratory (IHL),<br />
UPT-BPPH, BPPT, Kampus ITS Sukolilo, Surabaya<br />
Email: ewidjiati@na.its.ac.id, ewidjiati@yahoo.com.au<br />
Abstract. The measurement procedure of flow noise is reported in this paper. A<br />
dummy of the Virginia submarine with the scale of 1:80 is placed in the cavitation<br />
tunnel and flowed with water at different velocities and different pressures. The<br />
acoustic noise caused by this condition is recorded and analyzed. The frequency<br />
spectrum of the acoustic noise produced by the dummy is compared with that of the<br />
system noise measured before the dummy is placed. The system noise of the<br />
cavitation tunnel is caused mainly by the impeller that is positioned at the bottom<br />
part of the tunnel. By defining the characteristics of the system noise, the flow noise<br />
triggered by the dummy submarine in the cavitation tunnel can be identified.<br />
Keywords: flow noise, dummy submarine, cavitation tunnel, frequency spectrum<br />
30
The Sustainability of Wooden Ships in Indonesia<br />
R. Didin Kusdian 1 , Bakhtiar Abu Bakar 2<br />
1 Civil Engineering Graduate Program, University of Sangga Buana YPKP,<br />
Jl. PHH. Mustopha No. 68, Bandung, INDONESIA 40124<br />
2 Civil Engineering Graduate Program, University of Sangga Buana YPKP,<br />
Jl. PHH. Mustopha No. 68, Bandung, INDONESIA 40124<br />
Email: kusdian@yahoo.com<br />
Abstract. Water transportation system has a long history in human civilization,<br />
including in Indonesia. In the beginning ship always made from wood, the material<br />
which more light than water so it can float. Until now there are many remote area in<br />
Indonesia, that can reach only by simple boat or ship. The modern ships which the<br />
modern operation management not service these region. This research done by use<br />
the sample location at Sunda Kalapa port, where the wooden ship still in operation<br />
until the year of 2012, when the research conduct. The methodology of survey is<br />
interview survey to port administration, wooden ship cooperation community and<br />
wooden ship traditional sailor. The focus of this research is about any aspect that<br />
connected which connect or cause the sustainability of wooden ship operating in<br />
Indonesia. Descriptive method used in the analysis of secondary and primary data.<br />
According to the result of interview survey, many of wooden ship is made more than<br />
10 years ago, the save technology age is not more than 20 years. Since the year of<br />
2004, is difficult to have the legacy of wooden ship building permit, and to find raw<br />
material.<br />
Keywords: bold corrosion, building permit, raw material, technology age,<br />
sustainability<br />
31
Application of Pile Driving Analyzer on Offshore Piles<br />
Bigman Hutapea 1 and I Wayan Sengara 1 , Andi Kartawiria 1<br />
1 Research Group on Geotechnical Engineering, Institut Teknologi Bandung<br />
Email: bigmanhtp@gmail.com; wayansengara@gmail.com;<br />
andikartawiria@yahoo.com<br />
Abstract. The paper presents the result of Pile Driving Analyzer (PDA) tests on pile<br />
foundation of an offshore structure located in East Kalimantan. The structure is<br />
supported by 4 (four) steel piles. There are no soil shear strength parameters<br />
available. The length of pile penetration into sea bed and the axial pile capacity is<br />
predicted based on PDA tests results. Only 2 PDA tests are allowed for monitoring<br />
the installation of the four piles. Back analysis, which is conducted based on wave<br />
propagation method, of pile driving based on result of PDA-test is conducted. The<br />
result is applied to recommend final set and refusal criteria for installation of the<br />
three remaining piles. The affect of set-up time on the axial bearing capacity of the<br />
pile is also studied. The results are comparable to those obtained by other<br />
researchers.<br />
Keywords: axial bearing capacity, driven pile, PDA, set-up time<br />
32
Evaluation of Soil Liquefaction Potential in Mersing, Johor<br />
Huzaifa bin Hashim 1 ,Dr.Meldi Suhatril 1 &Prof Dr. Roslan Hashim 1 ,<br />
Hendriyawan 2<br />
1 Department of Civil Engineering, Faculty of Engineering,<br />
University of Malaya, 50603 Kuala Lumpur, Malaysia<br />
2 Department of Ocean Engineering, Faculty of Civil and Environmental<br />
Engineering,<br />
InstitutTeknologi Bandung, 40132 Bandung Indonesia<br />
Email: huzaifaonearth@yahoo.com<br />
Abstract.This paper outlines evaluation of soil liquefaction potential in Mersing,<br />
Johor. Early study of liquefaction assessment is conducted throughout this study in<br />
providing awareness and motivation for the authorities, locals and developers in<br />
liquefaction hazard. Geological and seismological data were gathered from variety of<br />
sources mainly projects conducted along the shoreline area of Mersing.The<br />
estimation acceleration at bedrock was designed for 500 years return period in this<br />
study. A total of 56 boreholes from 13 projects along the shoreline area of<br />
Mersingwere observed. Standard Liquefaction Analysis method originated by Seed<br />
and Idriss in 1971 which based on soil and seismic properties was used to evaluate<br />
liquefaction potential in this study. The method indicated that 35 out of 56 boreholes<br />
are potentially liquefied causedby the earthquake with magnitude 8.0 from Sumatra<br />
Subduction Zone.<br />
Keywords:Liquefaction Potential Hazard, Mersing Johor.<br />
33
Field and Model Studies of the Dynamics of Mud Shoreline<br />
Changes<br />
A. P. Mulia Tarigan 1 , A. K. A. Wahab 2 , and A. J. Mehta 3<br />
1 Civil Engineering Department, University of Sumatera Utara, Indonesia<br />
2 Coastal and Offshore Engineering Institute, Universiti Teknologi Malaysia,<br />
Malaysia<br />
3 Civil and Coastal Engineering Department, University of Florida, USA<br />
E-mail: a.perwira@usu.ac.id<br />
Abstract. Field works have been conducted on the muddy coasts of the Malacca<br />
Straits to investigate the seasonal shoreline evolution and accretion. A mud shoreline<br />
evolution model is developed to simulate the shoreline changes. It is observed that<br />
the mud shoreline responses to different nearshore environment have distinct<br />
characteristics in several respects if compared to that of sandy beaches. Of the<br />
noteworthy characters is that the mud shoreline tends to experience longer period of<br />
either erosion with concave profiles or accretion with convex profiles, showing<br />
barely modality to reverse the trend. It is found that the model simulation exhibits a<br />
reasonably good agreement with the measured shoreline changes.<br />
Keywords: shoreline, profile, muddy coasts, erosion, accretion.<br />
34
Coastal Oceanographic Modelling Studies of Coastal Erosion<br />
Problem Along The Coast of Indramayu-Cirebon<br />
Fitri Suciaty, Titri Yan Rizki<br />
PT. ASR Ltd.<br />
Kantor Taman A9, Lantai 5, Unit D<br />
Jalan Mega Kuningan Lot 8,9/A9, Jakarta Selatan<br />
Email : fitri@asr.co.id<br />
Abstract. Coastal areas of Indramayu and Cirebon are known for the significant<br />
erosion. Based on records in Departement of Fisheries and Marine Resources<br />
(Diskanla) Indramayu, the latest data in 2007 said, the coast had been eroded 42,6<br />
km. Understanding the pattern of sediment distribution and transport due to wave<br />
and current conditions during each seasons are important for coastal erosion<br />
mitigation measures. This study is conducted to understand the sediment circulations<br />
patterns and to determine the coastal erosion and sedimentation pattern along the<br />
coastal areas of Indramayu and Cirebon, especially around the Eretan and Balongan<br />
coast where the Pertamina gas pipelines, port and navigational channel stands. Three<br />
types of hydro-oceanographic modelling are carried out in this study, ie. modeling of<br />
wave propagation and wave generated currents (wave driven current), the<br />
hydrodynamic modeling of ocean tides, and sediment transport modeling. Hydrooceanographic<br />
modelling on this study are simulated by 3DD Suite Model (Black,<br />
1996). Simulations performed for the data in Januari 2011 to represent west<br />
monsoon condition and data in August 2011 to represent east monsoon condition.<br />
WBEND of 3DD Suite Model used to simulate wave propagation in the regional<br />
scale of dominant wave directions. While the currents generated by waves in the<br />
coastal areas and the potential of sediment transport are simulated using 2DBEACH<br />
beach circulation and sediment transport of 3DD Suite Model.Hydrodynamic model<br />
simulation result shows that current circulation are influenced by seasonal<br />
conditions. Dominant currents flow westward/northwestward at ebb tide to lowest<br />
water condition, and then change direction to eastward/southeastward at flood tide to<br />
highest water conditions. West monsoon causes the velocity of current increase at<br />
low tide, while the east monsoon at high tide causes current velocity increase. This<br />
current pattern which are influenced by the monsoonal seasons causes the dynamics<br />
of erosion at Indramayu and Cirebon coastal areas. The dynamics of the erosion<br />
process further can also be seen from the results of wave propagation and sediment<br />
transport simulations.<br />
Keywords : erosion, current, wave, sediment transpor, monsoon.<br />
35
Application of the Finite Volume Method to Cohesive Sediment<br />
Bed Fluidisation due to Water Waves<br />
Aloysius Bagyo Widagdo 1 , Bruce Cathers 2 & William L. Peirson 2<br />
1 Coastal Dynamics Research Center, Agency for the Assessment and Application of<br />
Technology, Yogyakarta, Indonesia<br />
2 Water Research Laboratory, School of Civil and Environmental Engineering,<br />
University of New South Wales, Sydney, Australia<br />
Email: bagyowidagdo@yahoo.com<br />
Abstract. Fluidisation of cohesive sediment beds can occur due to the propagation<br />
of water waves over sediment beds. In this study, the computational fluid dynamics<br />
(CFD) software, FLUENT which incorporates the finite volume method, was used to<br />
simulate the fluidisation process of density stratified, kaolin layers due to waves<br />
propagating over a mobile bed. The wave motion was transferred to the fluid flow by<br />
applying a moving frame of reference to the model domain that consisted of only one<br />
wave length and moved with a speed equal and opposite to the wave celerity. As a<br />
result, all the velocity components were rendered steady. A comparison of the<br />
numerical simulation results with experimental data indicates that the numerical<br />
model was appropriate to simulate the fluidisation process, Two alternative<br />
approaches usually adopted for cohesive sediment bed fluidisation, specifically the<br />
viscous fluid model and the visco-elastic fluid model, were also investigated. The<br />
CFD simulations predicted the process of fluidisation of kaolin mud due to water<br />
wave action for all densities of the samples (1194 g/L - 1331.5 g/L) quite well;<br />
predictions using the viscous fluid model were only good for low density samples<br />
(1194 g/L - 1282.7 g/L) while those using the visco-elastic fluid model is good for<br />
high density (1301.9 g/L - 1331.5 g/L).<br />
Keywords: cohesive sediment; fluidization; FLUENT; kaolin; mobile beds;<br />
numerical modeling.<br />
36
Application of Finite Volume Cell Center Method with Wet and<br />
Dry Treatment in Hydrodynamic Flow Modeling<br />
Bobby Minola Ginting 1 , Dantje K. Natakusumah 2 , Dhemi Harlan 2 , Herli<br />
Ginting 3<br />
1 Faculty of Engineering, Parahyangan Catholic University<br />
2 Faculty of Civil and Environmental Engineering, Bandung Institute of Technology<br />
3 Faculty of Mathematics and Science, University of North Sumatera<br />
Email: bobbyminola.g@unpar.ac.id, dhemi@si.itb.ac.id<br />
Abstract. Numerical scheme of Finite Volume Cell-Center with Artificial Viscosity<br />
as spatial discretization and Runge Kutta Fourth Order as time stepping is proposed<br />
to solve two dimensional shallow water equations in conservation forms which cover<br />
mass and momentum conservation in both directions. The unstructured curvilinear<br />
mesh is used in domain discretization, while the hybrid formula is applied to Runge<br />
Kutta Fourth Order in time stepping. With this hybrid formula, the artificial term is<br />
only computed once therefore the computational cost can be minimized. The<br />
artificial viscosity is formed by combination of Laplacian and Biharmonic operator<br />
to handle numerical instabilities. The function of Laplacian operator is to stabilize<br />
solution around shock wave phenomenon, and Biharmonic operator is to omit the<br />
wiggle solution. The Biharmonic operator is turned off when hydraulic jump<br />
phenomenon occurred, and conversely, turned on when it disappeared.<br />
Characteristic method is used in boundary condition treatment to determine the<br />
velocity both in x and y directions when water elevation is specified. Wall boundary<br />
condition is treated with normal velocity at the wall is zero condition. Wet and dry<br />
treatment is applied especially for domain with initially dry condition by set a value<br />
limiter for minimum depth. Once the water depth reaches this value, the velocities in<br />
both directions are set to be zero.This program was built and successfully applied for<br />
some hydrodynamic cases. For some initially dry-bed cases, the wet and dry<br />
treatment gives the good results. This method is simple, accurate, efficient and<br />
conservative. It can be concluded that this method shows promise to be applied in<br />
other hydrodynamic cases, especially for complex domain cases.<br />
Keywords: artificial viscosity, finite volume method, hybrid Runge-Kutta, shallow<br />
water equations<br />
37
Sedimentation Process Study at Entrance Channel Study Case:<br />
Pulau Baai Port<br />
Yessi Nirwana Kurniadi & M. Cahyono<br />
Civil Engineering Department, Institute Technology Bandung<br />
Email: yessinirwana@gmail.com<br />
Abstract. Pulau Baai Port is an important port in Bengkulu Province. It is located at<br />
Sumatra Island, facing Indian Ocean. Entrance channel at Pulau Baai Port has a<br />
problem due to severe sedimentation. Dynamical process in tidal inlet or entrance<br />
channel is affected by littoral transport due to wave action and onshore-offshore<br />
transport due to tidal action. The equation to formulate the relationship between<br />
depth and other parameters such as tide velocity, sediment discharge due to tidal and<br />
littoral drift in tidal inlet can be expressed by simple equation. The equation in this<br />
study is defined by applying continuity equation of sediment. It can be used to<br />
predict variation of depth in time as the function of sediment discharge out of the<br />
inlet and sediment discharge into the inlet. Relation between depth and other<br />
parameter explained how to keep inlet depth as requires. Equilibrium depth can be<br />
found when littoral drift balance with sediment discharge at ebb-flood tide. Depth<br />
will be in state of equilibrium when depth channel decreased, value of bed friction<br />
increased, and ebb velocity increased. In this condition the entrance channel<br />
becomes stable. The equation in this study is a simple way to predict equilibrium<br />
depth at the entrance channel.<br />
Keywords: sedimentation; tidal inlet; equilibrium; dredging; port<br />
38
Oil & Gas Project Delivery Incorporating The EPCIC and PSC<br />
Procurement Approach: The Malaysian Experience<br />
Mohammad Fadhil Mohammad, Surya Fareeza Abdul Rahim, Munirah Roslan<br />
& Siti Syariazulfa Kamaruddin<br />
Centre of Studies for Quantity Surveying, Faculty of Architecture, Planning &<br />
Surveying, Universiti Teknologi MARA (UiTM), Shah Alam, Malaysia<br />
fadhilnavy@yahoo.com/ mfmohammad@salam.uitm.edu.my<br />
Abstract. The oil and gas industry has developed and adopted many project delivery<br />
approaches. Production Sharing Contract (PSC) is one that has been widely used in<br />
the oil and gas industry for decades in developing transitional economies as they are<br />
in line with government aspirations to be more proactive in managing their own oil<br />
and gas resources. PSC generally require the establishment of an organization<br />
partnership between the public which is the government and private sectors to<br />
monitor operations and participate in decisions regarding production levels and<br />
accounting practices. Engineering, Procurement, Construction, Installation and<br />
Commissioning (EPCIC) contract on the other hand is usually a down-line contract<br />
between the Operator and the various contractors and/or subcontractors undertaking<br />
the project delivery works. This paper will attempt to put forward the key ingredients<br />
and structure of the PSC and EPCIC as experienced by the National Oil Company<br />
(NOC) of Malaysia (PETRONAS) highlighting important characteristics in<br />
delivering complex oil and gas projects. The main research methodology incorporate<br />
literature reviews obtained from books, journals and related websites while the<br />
primary data were gathered from case studies of the NOC. Lessons learnt and<br />
comparative results from the data analyzed will also be presented in this paper.<br />
Keywords: EPCIC, Production Sharing Contracts, Procurement, Project Delivery<br />
39
Coastal Management Modeling Based on Equilibrium Shoreline<br />
Method<br />
Mochammad Meddy Danial 1<br />
1 Tanjungpura University, Pontianak<br />
Email: meddydanialstmt@gmail.com<br />
Abstract. Coastal management is very important to overcome the coastal area that<br />
experience erosion problem. The method that is rapidly growing today is the<br />
equilibrium shoreline method. Equilibrium shoreline method is actually to propose<br />
the modeling of coastal managament using hard solution to manage and maintain the<br />
shoreline position in order to achieve equilibrium state in stable condition.This riset<br />
contains the application of computer modeling using MepBay software. MepBay<br />
software is based on the parabolic equation and is made to design the equilibrium<br />
shoreline in combination with the presence of coastal protection, which usually have<br />
the shape like a bay or so called by a crenulate bay shape, or pocket beach. Several<br />
shorelines are tested using MepBay in order to predict the behaviour of shoreline<br />
change as a result of the effect of coastal protection. The results show that for the<br />
safety application in designing the shoreline model combined with hard solution, the<br />
dominant wave direction should be perpendicular to the coastal protection such as<br />
headland breakwater, jetty, T-groin or Y-groin<br />
Keywords: coastal management modeling, equilibrium shoreline, mepbay software<br />
40
Videography Technology Utilization for Rip Current , Sandbar<br />
and Shoreline Position Identification to Safety Management of<br />
Coastal Tourism<br />
Aprijanto 1 , Hartono 2 , C. Aries Rokhmana 3 ,, Sutanto 2<br />
1 Mahasiswa Prog. Doktoral Fak. Geografi UGM, Yogyakarta dan<br />
Perekayasa Madya di Balai Pengkajian Dinamika Pantai-BPPT<br />
Email : aprijanto@bppt.go.id and titot_bpdp@yahoo.com<br />
2 Fakultas Geografi UGM, Yogyakarta<br />
3 Geodesi Fak. <strong>Teknik</strong> UGM, Yogyakarta<br />
Abstract.Coastal regions in addition to having a wide range of tourist attraction of<br />
the beauty of a view, in fact have the potential of causing harm and even death for<br />
visitors who move in the region. One cause of the harm that occurs is the presence of<br />
rip currents. Various media are spreading information that the visitor of coastal areas<br />
because of the victims died swept away by a very powerful when bathing or<br />
swimming at the beach. During this monitoring of coastal areas by utilizing remote<br />
sensing technology has been widely used in Indonesia. Utilization of remote sensing<br />
images to monitor the coastal include Landsat imagery, IKONOS, RADARSAT,<br />
IFSAR, Quickbird, Aster, and so forth. However, the use of these images, despite<br />
being shown to have the benefits of each level of spatial resolution, radiometric, but<br />
the best temporal resolution is 12 hours in the repetition of data acquisition for the<br />
same position on NOAA imagery. Whereas in coastal management for the areas are<br />
relatively small area but will need the data of the continuous dynamics of coastal<br />
tourism for safety purposes, such as information on the rip-current flow, it is<br />
indispensable technology that can monitor continuously and surface enrichment of<br />
the physical oceanographic data quickly, easy and efficient acquisition. The use of<br />
videography technology can be used as an alternative system that is efficient, fast<br />
and easy in operation for the purpose of monitoring indicators of coastal dynamics.<br />
Videography systems very rapidly developed in recent times, as one of the factors<br />
driving the rapid development nature of the instruments used are inexpensive and<br />
easy opersaionalnya. The study results obtained prove that the technology can be<br />
used on the observation videography in the coastal area, such as: monitoring of rip<br />
current, the position of the shoreline, sand bar.<br />
Keywords: Safety Management of Coastal Tourism, Videography Technology.<br />
41
The Contribution of Oceanographic Numerical Model In<br />
Supporting Integrated Coastal Management Around Komodo<br />
Island, Indonesia<br />
Titri Yan Rizki 1 , Gegar Prasetya 2 , Fitri Suciaty 3<br />
PT. ASR, Ltd<br />
Kantor Taman A9 Unit D, 5th floor<br />
Jl. Mega Kuningan Lot 8,9 / A9 Jakarta, Indonesia<br />
1 titri@asr.co.id, 2 gegar@asr.co.id, 3 fitri@asr.co.id<br />
Abstract. Komodo National Park (KNP), an international tourism and UNESCO's<br />
World Heritage Sites, is located between Sumbawa Island and Flores Island. The<br />
National Park’s Authority had produced 25 Year Master Plan for Management<br />
supported by The Nature Conservancy, Gajah Mada University, and Manggarai<br />
District Authority (KNP et al., 2000) for the three main islands of KNP (Komodo,<br />
Rinca, and Padar). While there is no coastal management for the surrounding areas<br />
of the KNP even though they share the same body of water, and possibly having a<br />
similar ecosystem and ecology conditions. However, there is no literature on the<br />
dynamic of the ocean and coastal waters surrounding the region had been published.<br />
Therefore, systematic studies need to be carried out to assess the role of the ocean<br />
and coastal water circulations of this region to the biodiversity and sustainable<br />
management of the marine and coastal resources towards sustainable management of<br />
the National Park. ASR Indonesia has initiated the establishment of integrated<br />
coastal zone management plans with local governments on this region which cover<br />
the whole areas between East Sumbawa Island and West Flores Island. At the<br />
beginning, oceanographic numerical modelling using 3DD Suite (Black, 2001) has<br />
been simulated in two dimensions for hydrodynamics parameters such as currents<br />
and sea level considering tidal and wind conditions. The results of these simulations<br />
indicate that there are several locations around the KNP which could potentially<br />
generate non-renewable energy by ocean currents flow with velocity reached 3.5 m/s<br />
in east monsoon and 3.7 m/s in the west monsoon. In addition, conservative particle<br />
dispersals distribution has been simulated and developed into a trajectory model of<br />
certain fish larvae distribution, according to the fisheries potential in the area, such<br />
as grouper, snapper, and pomfret (West Manggarai Regency, 2007). Zonation will be<br />
derived from these modelling results as a basis for sustainable management and<br />
conservation of the coastal and marine resources based on the ecosystem and<br />
ecology boundaries.<br />
Keywords: currents, fisheries, integrated coastal management, Komodo National<br />
Park, ocean model<br />
42
Sediment Classification for Geotechnics Using Sonar Technology<br />
1) Henry M. Manik, 2) Bambang Supartono<br />
1) Department of Marine Science and Technology Bogor Agricultural University<br />
Kampus IPB Darmaga Bogor 16680 Indonesia<br />
E-mail : henrymanik@ipb.ac.id<br />
2 Graduate Program of Marine Technology Bogor Agricultural University Kampus<br />
IPB Darmaga Bogor 16680 Indonesia<br />
Abstract. The purpose of this study was to calculate the value of<br />
the bottom backscattering strength (SS) using a single beam sonar. The research<br />
was conducted on 29 January to 3 February 2012 in the surrounding waters of the<br />
Seribu Islands, North Jakarta. Acoustic data acquisition was conducted using<br />
the instrument cruzpro sonar. Acoustic data obtained from 9 stations simultaneously<br />
with sampling of sediment substrate. Processing of acoustic data was conducted<br />
using Matlab software and the numerical model of Manik et al. (2006). Sample of<br />
sediment was classified based on the analysis of sediment texture. Using the grain<br />
size analysis, the seafloor sediments consist of sand and clay. Sand and clay<br />
bottom had different bottom backscattering level. Therefore, classification of the<br />
seafloor type using sonar technology for marine geotechnic was possible.<br />
Keywords : sonar, backscattering, seabed, classification, geotechnic<br />
43
Simulation of the Single Hydrophone Source Localization Using<br />
Chirp Signal<br />
Endang Widjiati 1 , 2 , Annisa Firasanti 1 & Eko Budi Djatmiko 1 , Wisnu<br />
Wardhana1 & Wirawan 1<br />
1 Institut Teknologi Sepuluh Nopember, Kampus ITS Sukolilo, Surabaya<br />
2 Indonesia Hydrodynamic Laboratory (IHL),<br />
UPT-BPPH, BPPT, Kampus ITS Sukolilo, Surabaya<br />
Email: ewidjiati@na.its.ac.id, ewidjiati@yahoo.com.au<br />
Abstract. The passive localization process in this research is done by using a single<br />
hydrophone, since it is easy and cheap to set up the measurement system. The aim<br />
here is to estimate the source location of chirp source emitted waveform which<br />
represented the broadband signal. The first step of the localization process is to<br />
estimate the time delay of multipath using Time-Delay Estimation. The delay is then<br />
plunged into the delay equation which is the function of range and depth. The<br />
location range is then estimated at a given correct range and vice versa. The method<br />
using here are Least Squares method, Signal Subspace method and Noise Subspace<br />
method. After the simulation, it is found that the best method among those three is<br />
the signal subspace.For 2 km and 2.5 km range, it can be well-defined the estimate<br />
with the mean source range of 1.99 km and 2.515 km. Meanwhile, the depth<br />
estimation shows bad result with mean source depth 56.82 m and 63.55 m for 92 m<br />
true source depth. Based on the result of the research, we can conclude that by using<br />
the single hydrophone the source localization can still be nicely done.<br />
Keywords: Matched Field Processing, Maximum Likelihood, single hydrophone,<br />
time delay<br />
44
Application of Cascade Matrix Method on Reflection Coefficient<br />
Prediction of UnderwaterAcoustic for Inclined Seabed<br />
Irsan Soemantri Brodjonegoro1 and Danny Friyadi 2<br />
1 Ocean Engineering Program, Institut Teknologi Bandung<br />
(Email: irsansb@ocean.itb.ac.id)<br />
2 Graduate Student of Ocean Engineering Program, Institut Teknologi Bandung<br />
(Email: dannyf1899@gmail.com)<br />
Abstract. The reflection coefficient of underwater acoustic can be predicted by full<br />
matrix method based on the principle of continuity of pressure and particle velocity<br />
in a fluid (or sediment) boundary. However in the case of propagation through thenlayer<br />
(three layers or more), a full matrix method is in efficient because it involves<br />
inverse matrix with large dimension 2n-2 x2n-2. This paper presents an alternative<br />
method i.e.cascade matrix system to predict reflection coefficient of underwater<br />
acoustic propagating through n-layer media. This method is simpler than full matrix<br />
method because it involves multiplication of transfer matrix with dimension (2x2) in<br />
total of n-2. Simulation results showed that the difference of reflection coefficient<br />
obtained by cascade matrix method and full matrix method was less than10 -4 % for<br />
the acoustic propagation at three, six, and ten-layer media. Application of cascade<br />
matrix method for reflection coefficient can be used to calculate transmission loss<br />
due to bottom reflection. Simulation showed that on underwater acoustic source<br />
located at station GeoB10048-1 travelling to Geob10044-1, at depth of 100 m, two<br />
layers of sediment, and the initial angle-5 o to 5 o , the underwater acoustic intensity<br />
level of source is 169.59dBre 1µ Pa and remaining acoustic intensity level after<br />
propagating at distance of 110 km are 70.31, 74.03, 74.46, 73.12, and72.12dBre1µPa<br />
for source angle of ray -5 o ,-2.5 o , 0 o , +2.5 o , and+5 o .<br />
Keywords: Underwater acoustic wave; reflection coefficient; full matrix, cascade<br />
matrix system; n-layer; propagation; sediment;<br />
45
Diver Detection Experiment Using Single Hydrophone<br />
Endang Widjiati 1,2 , Aditya Martha Wijaya 1 , Eko Budi Djatmiko 1 , Wisnu<br />
Wardhana 1 & Wirawan 1<br />
1 Institut Teknologi Sepuluh Nopember, Kampus ITS Sukolilo, Surabaya<br />
2 Indonesia Hydrodynamic Laboratory (IHL),<br />
UPT-BPPH, BPPT, Kampus ITS Sukolilo, Surabaya<br />
Email: ewidjiati@na.its.ac.id, ewidjiati@yahoo.com.au<br />
Abstract. A low cost detector for divers using a single hydrophone is presented.<br />
Acoustic detection for this application is an essential research for the defense and<br />
marine security issue. It is known that divers produce a weak acoustic signal from<br />
their exhaling bubbles. Here, its characteristic is derived from experimental data and<br />
matched filter detection theory is applied. An experiment is carried out in a water<br />
tank of dimension (60×35×2.5)m belonging to the Indonesia Hydrodynamic<br />
Laboratory. Two types of diving activities are considered, i.e. scuba and free diving,<br />
with the transmission distance from the diver about 6-12m. The Neyman Pearson<br />
hypothesis, likelihood ratio test and spectrogram are applied to the experimental<br />
data. The results show that a scuba diver respiratory energy is greater than that of a<br />
free diver in the frequency range of 0-10kHz. In the analysis of probability of<br />
detection and probability of false alarm, a threshold frequency of 3935.4Hz is<br />
obtained with a scuba diver being the signal source located in the 6-12m range. The<br />
simulation shows that the matched filter technique is able to increase the value of<br />
signal-to-noise power ratio from 3.19-11.30 dB.<br />
Keywords: acoustic signal; detection; diver; Neyman Pearson hypothesis; likelihood<br />
ratio test; spectrogram.<br />
46
Coastal Ecosystem: Reducing or Amplifying The Tsunami<br />
Impact ~ A Lesson Learn from The Recent Events<br />
Gegar Prasetya 1, , Xiaoming Wang 2<br />
1 ASR Indonesia , Kantor Taman A9, Unit D5. Lantai 5. Jakarta Selatan. Indonesia<br />
2 GNS Science . P0 Box 30368, Lower Hutt 5040, New Zealand.<br />
Email: gegarprasetya@yahoo.com; X.Wang@gns.cri.nz<br />
Abstract. The great variation of tsunami impact along the coast had been observed<br />
during the recent tsunami events in the Indian and Pacific Oceans. These facts arise<br />
questions on why there are great variations of tsunami height and resulting impact<br />
along the stretch of coastline. The importance of the continental shelf slope,<br />
bathymetry and coastal ecosystem in reducing or amplifying the tsunami impact is<br />
examined based on field observations and numerical modeling exercises of the two<br />
recent events: the Indian Ocean Tsunami 2004 and the Samoa tsunami 2009 with<br />
remarks on recent event in Japan on March 11, 2011. The Samoa 2009 events shows<br />
how important the nearshore bathymetry, reefs and offshore island on top of coastal<br />
landscape and the continental shelf slope to the distributions of tsunami elevation,<br />
inundation and runup height along the east coast of Upolu Island, Samoa, while the<br />
Indian Ocean 2004 tsunami event shows that due to the massive size of tsunamis,<br />
complete devastation occurs in the nearfield along the coast of Banda Aceh<br />
Province, Indonesia, with few exception and localized evidence where the coastal<br />
ecosystem still provide a significant hazards protections such as in Simeulue Island.<br />
Keywords: Tsunami; coastal ecosystem; Indian Ocean; Pacific Ocean.<br />
47
Bukit Terbuka Hijau (Green Open Hills) as Green Solution of<br />
Urban Spatial Engineering in Tsunami-Prone Coastal City (Case<br />
Study: Cilacap Selatan District)<br />
Muhammad Irfani 1 , Aprijanto 1 , M. Alfan Santoso 1 , Reno Arief Rachman 1, Kun<br />
Nasython 2<br />
1 Coastal Dynamic Research Center-The Agency for the Assessment and Application of<br />
Technology<br />
Jl. Grafika 2 Sekip Yogyakarta, Indonesia. Tel: +62-274-586239, Fax: +62-274-542789<br />
2 Badan Penanggulangan Bencana Daerah Kabupaten Cilacap<br />
Jl. Swadaya No. 20 Cilacap 53213, Indonesia. Telp. / Fax: 0282-533520<br />
email: muhammad.irfani@bppt.go.id; aprijanto@bppt.go.id; alfan.santoso@bppt.go.id;<br />
reno.arief@bppt.go.id<br />
email: lakharbpbd@cilacapkab.go.id<br />
Abstract. Tsunami has now become a very frightening term for the Indonesian<br />
people, who is living in tsunami-prone coastal cities. Include Cilacap, as the coastal<br />
cities in south coast of Java, is located on flat topographical terrain and also poses<br />
high population as well as several factories and public facilities. Urban spatial<br />
engineering in tsunami-prone coastal cities is an engineering effort on urban spatial<br />
planning in tsunami-prone coastal cities so as to minimize human casualties and<br />
economic losses arising from the tsunami disaster. In general, urban spatial<br />
engineering is done by making some changes to the pattern of land use, circulation &<br />
parking, open space, and pedestrian area. This study was conducted by description<br />
analysis of existing condition of the urban spatial pattern in tsunami-prone areas. The<br />
next step is analysis urban spatial engineering such as the appropriate land use aspect<br />
and circulation & parking aspect. Then analyze the capacity of open space and<br />
pedestrian area in term to create integrated and green solution for the people and for<br />
the city. Bukit Terbuka Hijau (Green Open Hills) occurs as integrated and green<br />
solution for the urban spatial planning problem and environmentally friendly<br />
solution for tsunami evacuation problem. Bukit Terbuka Hijau can serve as public<br />
open space, playground and central parks also commercial spaces so that can<br />
improve the environmental quality of the city and increase the quality of life the<br />
people physically and spiritually. On the other hand, Bukit Terbuka Hijau can<br />
perform as the evacuation space when the tsunami hazard appears. People can<br />
evacuate them self and gathering after tsunami early warning system appear. The<br />
basic needs of emergency must be provided to support the evacuation period such as<br />
food, medicines and tents. Bukit Terbuka Hijau actually is a part of Tsunami Early<br />
Warning System, as the final part of the evacuation routes. This system should be<br />
supported by socialization and periodical exercise, to ensure the preparedness of the<br />
population who is living in tsunami-prone coastal cities.<br />
Keywords: coastal city, tsunami-prone, urban spatial engineering<br />
48
Building a Sustainable Local Community Preparedness Towards<br />
Tsunami<br />
Karima Nurrahmi Yulia 1 , Lydia Maria Kusnadi 2<br />
Dr. Naomi Haswanto, M.Sn, Alvanof Spalanzani, S.T, M.M , &<br />
Dra. IfaSafiraMustikadara, M.Si<br />
1 Kartika II no 100 G KPAD Gegerkalong<br />
2 Kayu Agung I c/ 67 Bandung<br />
Email: knurrahmi@gmail.com<br />
lydia_mk@yahoo.com<br />
Abstract.Indonesia is located between three active tectonic plates which makes us<br />
prone to natural disaster occurrence such as Tsunami. According to National Institute<br />
of Sciences, Indonesia has been stroked by tsunami for thirty times. The biggest one<br />
is Tsunami Aceh on 26th December 2004 with around 70.000<br />
casualties(http://www.bbc.co.uk, downloaded 0/27/2012 12.08 pm). Indonesia is the<br />
biggest archipelago country, has 95.181 kilometer long coastline, the second highest<br />
in the world (http://indomaritimeinstitute.org, downloaded 9/24/2012 12.40 pm).<br />
Therefore, it’s a must for us-especially the coastal community -to have a good<br />
preparedness strategy toward tsunami. Sadly, coastal community’s knowledge about<br />
tsunami mitigation is still inadequate. Due to their special characteristic, preference<br />
and behavior, certain communication strategy is needed to deliver the complex<br />
mitigation issues so as to beeasily accepted and memorable; social campaign is<br />
believed to be the best answer for this situation. This campaign utilizing<br />
interdisciplinary study, combining mass communication and informational graphic<br />
design. Emphasizing on vernacular (folksy) communication, applied verbally and<br />
visually on the rightmedias.As the result, this campaign is expected to transform the<br />
coastal community’s behavior by degrees to built a good community response<br />
towards tsunami.<br />
Keywords: coastal, informational design, mitigation, preparedness, social campaign,<br />
tsunami, vernacular.<br />
49
Tsunami Disaster Mitigation Education for Kid’s With<br />
Animation In Gambar To’ong<br />
Arnold / Dr. Intan Rizky Mutiaz, M. Ds /Alvanov Zpalanzani,ST.,MM / Dra.<br />
Naomi Haswanto, M.Sn.<br />
Email: Mucuwiguik@yahoo.com<br />
Abstract. Indonesia is an archipelago that prone to Tsunami. It was recorded 5<br />
Tsunami disasters engulfed Indonesia in 2004-2010; Aceh (2004), Nias (2005),<br />
Pangandaran (2006), Bengkulu (2007), and Mentawai (2010). There have been many<br />
facilities and infrastructures for Tsunami early warning relief installed by the<br />
government. However mostly these facilities and infrastructures is broken by the<br />
local community. Consequently the early warning tools are not functioned well when<br />
the Tsunami hit the island. It indicates that the government has failed to educate<br />
coastal community about the importance of Tsunami preparedness. Mostly coastal<br />
communities do not have decent education and even illiterate (mainly for children).<br />
The education about Tsunami preparedness may be conducted with Gambar To’ong<br />
(To’ong Pictures). Gambar To’ongis a kind of forgotten Indonesia culture heritage<br />
from Tasikmalaya, West Java. It is known since 1940-1970s from Bogor City to<br />
Cirebon City. It can be modified into advanced multimedia which includes education<br />
animation about Tsunami preparedness. Animation used is silent animation without<br />
dialogue so it can be understood by various circle and region in Indonesia. The<br />
animation relies on visual language in delivering its message with adequate music<br />
and sound effect support. The target is children from 6-12 years who resides in<br />
Tsunami vulnerable coastal area such as in Pangandaran, Pelabuhan Ratu,<br />
Lhoksumawe, Simeleue, Nias, etc.<br />
Keywords:Animation, Visual communication, Tsunami disaster mitigation, Gambar<br />
To’ong, Coastal community<br />
50
Investigation of Coastal Vegetation Characteristics and Field<br />
Experiment on Strength of Casuarina in Indonesia<br />
Aloysius Bagyo Widagdo 1 , Chaeroni 1 , Jainindra Setiawan 1 , Hideo Matsutomi 2<br />
& Kenji Harada 3<br />
1 Coastal Dynamics Research Center, Agency for the Assessment and Application of<br />
Technology, Yogyakarta, INDONESIA<br />
2 Graduate School of Engineering and Resource Science, Department of Civil and<br />
Environmental Engineering, Akita University, JAPAN<br />
3 Center for Integrated Research and Education of Natural Hazards, Shizuoka<br />
University, JAPAN<br />
Email: bagyowidagdo@yahoo.com<br />
Abstract. Indonesia’s coast has been recognized as an area that has a risk of tsunami<br />
hazard. Coastal forest is considered as affective countermeasure against tsunami<br />
disaster in Indonesia. One of vegetation that was assessed for the purpose is<br />
casuarina (coastal pine tree). Physical modeling as well as numerical simulation has<br />
been used to assess the effectiveness. In this study, field investigation was preferred<br />
to compliment the previous tool. The field investigation was held not only to<br />
investigate characteristic of the trees, but also to measuring strength of the trees.<br />
Relation of the forces used to pull the tree and bending positions of the tree were<br />
recorded. Uprooting experiments were also conducted Results of the investigation<br />
showed that the diameter is increased linearly by tree age, and the tree height is<br />
increased logarithmically by tree age. For trees with age of 5-7 years old, generally<br />
the tree will be collapse for the force bigger than 10 kN. Meanwhile, for uprooting<br />
the tree, it requires force almost 3 times, i.e. up to 27- 30 kN.<br />
Keywords: coastal vegetation characteristics; field experiment; strength of tree;<br />
tsunami runup.<br />
51
Potential of Ocean Thermal Energy Conversion (OTEC) in<br />
Indonesia Seas<br />
Wahyu W. Pandoe & Alfi Rusdiansyah<br />
Balai Teknologi Survei <strong>Kelautan</strong>, BPP Teknologi, Gd. I BPPT Lt.18, Jln MH<br />
Thamrin 8, Jakarta.<br />
Email: wahyu.pandoe@bppt.go.id, alfi.rusdiansyah@bppt.go.id<br />
Abstract. OTEC or Ocean Thermal Energy Conversion is one of an alternative<br />
ocean renewable enrgy using the temperature/thermal difference between wamer sea<br />
surface and cooler deep waters to run the turbine and electric generator. This<br />
technology has been implemented in some first world countries at the prototype scale<br />
to produce up to 1MWe, but considerably less efficient for the small scale prototype.<br />
Through various research cruises, BPPT has collected a lot of vertical/water column<br />
profiles of temperature all around Indonesia seas. Data analyses show that some<br />
areas meet the condition of 20⁰C temperature difference between sea surface and<br />
deep waters down to 700-800m located relatively close less than 10k to the nearest<br />
islands. Considering the available natural resources and steep marine continent<br />
geomorphology, Indonesia seas store a huge potential of natural resources, but the<br />
most recent available technologies limit to estimate viable resources to implement<br />
the OTEC technology at the pra-commercial scale. Implementation OTEC<br />
technology in Indonesia must remain depend on the mature of this technology in the<br />
world.<br />
Keywords: OTEC, BPPT, Indonesia Seas<br />
52