Maria Cunha

Dr. Maria Cunha

Universidade de Coimbra, Instituto de Engenharia de Sistemas e Computadores de Coimbra (INESCC), Department of Civil Engineering, Coimbra, Portugal

Research Focus & Metrics

Academic Career Length

34Years (1993-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 December 2014 in Environmental Modelling & Software
Verified
Journal Article
Open access
HMHolger Robert Maier
Holger Robert Maier
ZKZ. Kapelan
Z. Kapelan
JKJoseph Kasprzyk
Joseph Kasprzyk
JKJ. Kollat
J. Kollat
LML.S. Matott
L.S. Matott
PRP.M. Reed
P.M. Reed
Not availableH.R. Maier, Z. Kapelan, Kasprzyk, J. Kollat, L.S. Matott, M.C. Cunha, G.C. Dandy, M.S. Gibbs, E. Keedwell, A. Marchi, A. Ostfeld, D. Savic, D.P. Solomatine, J.A. Vrugt, A.C. Zecchin, B.S. Minsker, E.J. Barbour, G. Kuczera, F. Pasha, A. Castelletti, M. Giuliani, P.M. Ree

1 July 1999 in Journal of Water Resources Planning and Management
Verified
Journal Article
Closed access
Maria CunhaMaria Cunha
Maria Cunha
Joaquim SousaJoaquim Sousa
Joaquim Sousa
A simulated annealing-based heuristic has been developed to obtain the least-cost design of a looped water distribution network. A Newton search method was used to solve the hydraulic network equations. Simulated annealing is a stochastic optimization method that can work well for large-scale optimization problems that are cast in discrete or combinatorial form, as with the problem proposed. The results obtained with this approach for networks currently appearing in the literature as case studies in this field (whose solution by other optimization methods was known) have proved the ability of the heuristic to handle this kind of problem.

1 September 2004 in European Journal of Operational Research
Verified
Journal Article
Closed access
Maria CunhaMaria Cunha
Maria Cunha
LRLuisa Ribeiro
Luisa Ribeiro

1 January 2015 in Environmental Modelling & Software
Verified
Journal Article
Closed access
JMJoao Marques
Joao Marques
Maria CunhaMaria Cunha
Maria Cunha
Dragan SavicDragan Savic
Dragan Savic

1 March 2001 in Journal of Infrastructure Systems
Verified
Journal Article
Closed access
Maria CunhaMaria Cunha
Maria Cunha
Joaquim SousaJoaquim Sousa
Joaquim Sousa
Because the provision of an adequate and reliable water supply system involves a very high level of investment, it is essential that the layout and design of such systems are very carefully planned and the operation of their hydraulic infrastructures is properly managed. This paper describes a simulated annealing method that can be used to find the least-cost design for a gravitational looped water distribution network. Simulated annealing heuristics have proved to be extremely efficient in solving classic combinatorial problems such as the “traveling salesmen” problem. To assess its performance, this heuristic method has been applied to well-known networks in the literature. The results compare very favorably with those obtained by other optimization methods, confirming that simulated annealing is capable of handling nonlinear mixed-integer problems such as this. This encourages further research in this area.

1 January 2004 in Journal of Water Resources Planning and Management
Verified
Journal Article
Closed access
LNLuís M. Nunes
Luís M. Nunes
Maria CunhaMaria Cunha
Maria Cunha
LRL. Ribeiro
L. Ribeiro
Three optimization models are proposed to select the best subset of stations from a large groundwater monitoring network: (1) one that maximizes spatial accuracy; (2) one that minimizes temporal redundancy; and (3) a model that both maximizes spatial accuracy and minimizes temporal redundancy. The proposed optimization models are solved with simulated annealing, along with an algorithm parametrization using statistical entropy. A synthetic case-study with 32 stations is used to compare results of the proposed models when a subset of 17 stations are to be chosen. The first model tends to distribute the stations evenly in space; the second model clusters stations in areas of higher temporal variability; and results of the third model provide a compromise between the first two, i.e., spatial distributions that are less regular in space, but also less clustered. The inclusion of both temporal and spatial information in the optimization model, as embodied in the third model, contributes to selection of the mos...