Petri Net Modeling of Irrigation Canal Networks
نویسندگان
چکیده
The paper describes a formal procedure to construct a Petri net model starting from the differential equations that describe the behavior of a canal network. In a first approach, the equations are discretized and the corresponding model takes the form of a deterministic timed Petri net. In a second approach, timed continuous Petri nets are used. The dynamic behavior of the system can be studied as sequences of reachable markings of the net and can be computed with standard Petri net execution techniques.
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