|
MOHID model
(http://www.mohid.com)
All estuarine modeling and part of the watershed modeling is being done
with the MOHID model. This model has been successfully implemented in
the past to several study sites and used as a modeling tool in a number
of similar research projects
Starting in 1985 with a 2D hydrodynamic semi-implict model with finite
differences, the MOHID system has been developed throughout the years
by a team of researchers and students to become a 3D hydrodynamic model
with a finite volume discretization.
In time, the simulated physical
processes have increased dramatically, and as a direct result of this
progress, the scope of MOHID applications has become wider, both in
detail and in scale (from estuaries to ocean basins). Among several
possible examples of MOHID use as a numerical tool in the study of
marine systems there is the study of internal tides and of different
aspects of the dynamics of estuaries, from a general circulation 3D
modelling to more specific physical processes like mixing.
Coastal and oceanic-scale
simulations have also been studied. Just to name a few, the slope
current along the Western European Margin, the circulation off the
Iberian coast and in a broader scale, the circulation in the European
ocean margin. The wide spectrum of applications reveals MOHID
versatility and utility, and the gain in experience has contributed to
test and improve it.
MOHID code, developed in
FORTRAN 95 programming language, is adapted around the concept of
object-oriented programming. To achieve versatility, MOHID has been
written in a modular way, allowing an easy inclusion of new
biogeochemical models. The first attempt to incorporate a water quality
module in the MOHID system took place in 1995 with the coupling of the
hydrodynamic model with an Eulerian transport model to simulate
nitrogen and phosphorus cycles and primary production in Tagus estuary,
Portugal. The emergence of new challenges in model simulations allied
with demanding problems to study has led to the awareness that the
water quality module had to become 0D, enabling its use independently
of the adopted transport model dimension and referential (1D, 2D or
3D). This philosophy in the model structure means that any adopted or
developed model can address all the biological or chemical processes
without any dependence on the hydrodynamic processes. For its
versatility, the actual version of MOHID retains this philosophy.
In the last years the MOHID system have incorporated in its code three
basic water quality models, each one with its own level of detail and
best suited to specific aquatic systems.
(1) model
WaterQuality, initially developed using the US Environmental Protection
Agency model. Despite successful improvements made in this code, the
baseline philosophy has been rather untouched when it comes to nutrient
cycles and biological/chemical processes. This model is best suited to
applications in estuaries and coastal systems.
(2) CE-QUAL-W2 River Basin Model developed by the US Army Corps of
Engineers. It is characterized by a detailed parameterization for both
biological and chemical processes and it has been developed to simulate
freshwater systems like rivers, branches, lakes, dams and reservoirs.
(3) LIFE model, a detailed biogeochemistry pelagic model based on the
ERSEM model. The model has a decoupled carbon-nutrients dynamics with an
explicit parameterization of carbon, nitrogen, phosphorus and silica
cycles. It considers a functional group approach with several groups of
producers, consumers and decomposers. All living and organic matter
compartments of the model have variable stoichiometry, and the model
also accounts for the synthesis of chlorophyll allowing a temporal and
spatial variation of C:Chla ratios in producers populations.
.
|