Environmental Engineering Reference
In-Depth Information
bers who, together with the Unidad de Proyecto
del R´o Salado (Ministry of PublicWorks of Buenos
Aires) gave generously of their insights and exper-
tise to the worthy cause of reducing the adverse
social and economic impacts of floods and
droughts in the R ´ o Salado Basin.
manageable. However, it was demonstrated that
using MODFLOW alone to generate FPMs could
generate only a first approximation of the extent of
flooding andwas incapable of correctly simulating
the depth of water on the surface.
The research further revealed that in low-lying
areas groundwater heads predicted byMODFLOW
are strongly influenced by evapotranspiration
from the saturated zone and, to a lesser degree,
the elevationof the ground surface. This is the case
because the fact that horizontal fluxes are negli-
gible makes the modelled groundwater profile
more sensitive to changes in the input hydrolog-
ical stresses and less sensitive to trends in the
elevation of the ground surface.
Local modelling in a test area of the Northwest
Region, using a fully coupled model (iSISMOD),
demonstrated the justification for expending the
additional resources necessary to model the deli-
cate interplay between hydrometeorological stres-
ses, groundwater heads and geomorphic features
that is responsible for extensive and prolonged
flooding associated with GW-SW interaction in
a large, lowland basin.
The overall conclusion to be drawn from appli-
cation of the proposed FCMS is that the modelling
strategies it supports are capable of integrating
key conceptual, technical andmodelling activities
in a way that supports systematic screening of
issues during the early stages of a project, design
of an appropriate modelling strategy during the
middle stages of a project and, hence, efficient
and justifiable deployment of resources to support
the development of an integrated catchment flood
risk management plan at the conclusion of a
project.
References
Acreman, M. and Adams, B. (1999) Low Flows, Ground-
water and Wetland Interactions. Institute of Hydrol-
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AEE (1990) Plan de Manejo de los Excedentes H´dricos
del Noroeste de la Provincia de Buenos Aires [Flood
management plan for the Northwest area of Buenos
Aires - Report on mathematical modelling of the
north-west area]. Unpublished report. Agua y Energia
Electrica, Buenos Aires.
Anderson, M.G. and Bates, P.D. (2001) Hydrology sci-
ence: model credibility and scientific integrity. In:
Anderson, M.G.and Bates, P.D. (eds) Model Valida-
tion: Perspectives inHydrological Science. JohnWiley
and Sons Ltd, Chichester, 1-9 512 p.
Aradas, R.D. (2001) Groundwater and surface water
interaction for integrated catchment planning. Unpub-
lished doctoral thesis, University of Nottingham.
Carter, V. (1984) Wetland hydrology in the United
States. In: Hydrology on Large Flatlands, Proceedings
of the Olavarr ´ a Simposium. Vol. II, April 1984.
UNESCO, Buenos Aires, Argentina.
CFI (1980) Estudio de la Zona Deprimida del Salado.
Estudios Geologicos, Vol. 3, Part B [Study of the R´o
Salado Plain zone]. Unpublished report. Consejo
Federal de Inversiones, Buenos Aires.
Chapman, T. (1984) Australian Approach to hydrology
of smooth plainlands. In: Hydrology on Large
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Evans, E.P., Penning-Rowsell, E. and Hall, J.W. (2003)
Foresight Flood and Coastal Defence Project. Phase 1
Technical Report; Drivers, Scenarios and Work Plan.
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Fertonani,M.E. andPrendes,H. (1984) Hydrology in large
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Fleming, G. (2002) Flood Risk Management. Thomas
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Acknowledgements
This work is largely based on the outcomes of R.D.
Aradas's PhD studies, which were performed un-
der the supervision of C.R. Thorne and N.G.
Wright, andwhichbenefitted fromintensive,mul-
tidisciplinary experience gained during execution
of Master Plan studies for the R´o Salado Basin. In
view of this, thanks are due to all the team mem-
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