Unit Penalty Setting for Linear Programming Based Priority Simulation Models
Publication: World Environmental and Water Resources Congress 2008: Ahupua'A
Abstract
Most newer water supply simulations models employ optimization methods to allocate water and operations according to fixed operational priorities for each time-step. For extensive complex networks with return flows, loops arising from pumping, and proportional delivery reductions for equal-priority deliveries, the assignment of unit weights for operational priorities can be a matter of some art and controversy. A generalized method is developed and implemented to automate assignment of unit objective function weights to guarantee priority-preserving behavior for network flow and linear programming-based simulation models. The method is developed and applied to the CalSim II model of California's State and Federal water supply projects. The automated method should facilitate studies where major changes are made to the system. Examples illustrate some paradoxes of water management under prioritized deliveries and return flows, such as occasions when priority optimization implies that some lower priorities receive water when intermediate priorities do not.
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© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Computer programming
- Computing in civil engineering
- Engineering fundamentals
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid mechanics
- Hydrologic engineering
- Linear flow
- Linear functions
- Mathematical functions
- Mathematics
- Models (by type)
- Optimization models
- Return flow
- Simulation models
- Water and water resources
- Water management
- Water supply
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