Optimal Water Allocation for an Alpine Hydropower System Under Changing Scenarios

The operating rules of water allocation in the alpine OFIMA hydropower network of the Maggia River basin (Canton Tessin, Switzerland) are investigated in response to changes in the production policy and environmental and climatic factors. The study was carried out by means of a nonlinear programming approach where the objective function is approximated to a quadratic form with linear constraints, and implemented on a monthly time scale. Two systemís configurations with different details were accordingly investigated and compared to assess the response of the hydropower network to changes in the production policy, in the magnitude of the inflows and to different environmental requests. The optimal solution of water allocation corresponding to the new hypothetical production policy shows marked differences but similar benefits when compared to the one of the present operating rules, thus suggesting the good flexibility of the real network under such change. In its whole, this paper therefore highlights the importance of supporting strategic decisions by means of informatics tools and, in addiction, it provides a useful case study to test the performances of the software AQUARIUS implementing such a nonlinear programming technique.

[1]  Gustavo E. Diaz,et al.  FROM FLOW TO FISH TO DOLLARS: AN INTEGRATED APPROACH TO WATER ALLOCATION 1 , 1999 .

[2]  Thomas C. Brown,et al.  Aquarius: A General Model for Efficient Water Allocation in River Basins , 1997 .

[3]  Thomas C. Brown,et al.  AQUARIUS, a modeling system for river basin water allocation , 1997 .

[4]  Gregory E. Schwarz,et al.  Socioeconomic impacts of climate change on U.S. water supplies , 1999 .

[5]  Thomas C. Brown,et al.  Marginal Economic Value of Streamflow: A Case Study for the Colorado River Basin , 1990 .

[6]  Jeffrey L. Jordan,et al.  EXTERNALITIES, WATER PRICES, AND WATER TRANSFERS 1 , 1999 .

[7]  C. Nilsson,et al.  Basic Principles and Ecological Consequences of Changing Water Regimes: Riparian Plant Communities , 2002, Environmental management.

[8]  Conrad G. Keyes,et al.  A proposed approach to coordination of water resource development and environmental regulations , 1999 .

[9]  R. Fletcher Practical Methods of Optimization , 1988 .

[10]  Douglas V. Smith ONE APPROACH TO IRRIGATION MODELING UNDER RISK , 1972 .

[11]  James R. Thomson,et al.  AN INTEGRATIVE APPROACH TOWARDS UNDERSTANDING ECOLOGICAL RESPONSES TO DAM REMOVAL: THE MANATAWNY CREEK STUDY 1 , 2002 .

[12]  Ioannis A. Niadas,et al.  Probabilistic Flow Duration Curves for Small Hydro Plant Design and Performance Evaluation , 2008 .

[13]  Lyn Benjamin,et al.  ASSESSING INSTREAM FLOWS AND RESERVOIR OPERATIONS ON AN EASTERN IDAHO RWER 1 , 1999 .

[14]  Molly M. Pohl BRINGING DOWN OUR DAMS: TRENDS IN AMERICAN DAM REMOVAL RATIONALES 1 , 2002 .

[15]  S. Rood,et al.  Allocation of River Flows for Restoration of Floodplain Forest Ecosystems: A Review of Approaches and Their Applicability in Europe , 2003, Environmental management.

[16]  Ton H. Snelder,et al.  MULTISCALE RIVER ENVIRONMENT CLASSIFICATION FOR WATER RESOURCES MANAGEMENT 1 , 2002 .