Mitigation is done to minimize or to reduce the 
possible impacts of a disaster. Therefore, mitigation 
can reduce and/or eliminate victims and losses that 
may arise. Mitigation must be carried out for all types 
of disasters, both those included in natural and man-
made disaster, including oil spills.  
In order to prevent and mitigate the risk of oil 
spills in the Cilacap coastal area, this study aims to 
simulate an oil spill under different environmental 
conditions that will provide predictive distribution of 
oil when spilled in the Cilacap coastal areas. The 
results of the analysis are expected to minimize the 
impact, both environmental and socio-economic 
impact, that will be caused by oil spill. 
2 METHODS 
2.1 Simulation Model  
In order to estimate the distribution of oil spills in 
Cilacap coastal areas, MoTuM (Modul Tumpahan 
Minyak) developed by Muin was used. This software 
is used to simulate hydrodynamics and the movement 
of oil spilled in open seas, straits, bays, or estuaries. 
The software generates a series of outputs after the 
simulation: the hydrodynamic model, the spread of 
oil particles and thickness/oil concentration (fates and 
trajectory model), the probability of the stochastic 
model, and the probability of the location of oil 
pollution sources (receptors model). 
MoTuM uses the methodology of combining the 
Three-Dimensional Model of Non-Orthogonal 
Hydrodinamic Curvilinear Coordinat Technique and 
the Oil Spill Model. Hydrodynamics model is based 
on tides, current and wind databases. This model is 
able to simulate the pattern of three-dimensional 
ocean currents due to tides, wind, density, and 
influence of rivers. Model applications have been 
carried out in several locations such as Fundy Bay 
(Canada), Narraganset Bay and Savannah River 
(United States), and Ajkwa (PT Freeport Indonesia). 
 
2.2  Model Input Parameters 
Data input used in the hydrodynamic model is 
bathymetric map, tides, wind speed and direction, 
eddy viscosity value, and seabed roughness 
coefficient. Bathymetry data from the study area were 
obtained from the Pushidrosal (Hydrography and 
Oceanography Center, Indonesian Navy). Tidal data 
used in this study are the tidal constituent at the 
Cilacap Tidal Station from  Geospatial Information 
Agency  with Formzahl number 0.3436, which 
indicates that mixed tides, prevailing semidiurnal, are 
predominant in the Cilacap coastal areas. Wind data, 
in the form of direction and speed, used were 2010 
wind data that were obtained from  Meteorological, 
Climatological, and Geophysical Agency.  
In this study, it was assumed that eddy viscosity 
was considered constant, 1 m2/s and 0.001 m2/s for 
horizontal and vertical direction, respectively. This 
parameter is not a fluid property but flow property so 
that the value is very dependent on the current and 
roughness of the seabed (Muin, 2005). The average 
value of seabed roughness coefficient, which is 
commonly used in the application of marine 
hydrodynamic models, ranges from 0.001 to 0.005. 
Therefore, the value of 0.002 was adapted in this 
study.  
Furthermore, the oil spill model requires a series 
of parameters of different kind. Some of the spill 
parameters required are geographical coordinates of 
the spill, type and quantity of the spill. In addition, 
environmental parameters are also included, i.e., eddy 
diffusivity, temperature of the sea and air, and 
sediment concentration. 
The location of the oil spill is 109˚02'57.9" and 
07˚45'09" in longitude and latitude, respectively, 
referring to the location of the King Fisher oil spill 
that occurred in the Cilacap coastal area in 2000 
(Figure 1). The simulation was done with a volume of 
2,500 tonnes of crude oil in 12-month period, from 
January to December. The value of 2,500 tonnes was 
chosen based on the average volume data of oil spills 
that occurred in Indonesia. 
 
 
Figure 1. The location of the King Fisher spill 
In this study, eddy diffusivity value is determined 
at 100 m2/s which is the value of the diffusion 
coefficient for the open bay (Joseph, et al., 1998 in 
Butyliastri, 2009). Sea water temperature in the 
simulation was 27˚C (BAPPEDA Cilacap &