2. SimBaT model overview
The main features of SimBaT can be identified as follows:
• Weekly time-step simulation of the time series, with the possibility to work at a monthly scale, this allowing to
omit the river network time lag in medium sized basins;
• Adoption of an algorithm for the management of water resources under deficit conditions that uses a policy
called "priority-balanced";
• Possibility of using hydrological input data in the form of time series, the year type or both;
• Extremely friendly and flexible algorithm for outlining the river network;
• Possibility of freely limiting the number of user nodes that are managed by the reservoir and thus contributing
to the value of the total requirement in the budget equation;
• Extremely flexible data output for reservoirs, generic use and control of the flow in both a graphical and
numerical way, with a particular attention to the use of the model in terms of management in the short term
together with probabilistic assessments.
The algorithm that manages the distribution of water from the reservoir node, is certainly one of the features
that characterize this mathematical model. It is based on an equation of balance between the available volume
present in the reservoir and the total need required by the various user nodes which should be supplied from the
reservoir. The distribution and number of uses can be easily changed by editing the topology of the network,
allowing the use the model both during management of existing works, and in the programming phase of the works
of adduction to be built.
2. SimBaT model overview
The main features of SimBaT can be identified as follows:
• Weekly time-step simulation of the time series, with the possibility to work at a monthly scale, this allowing to
omit the river network time lag in medium sized basins;
• Adoption of an algorithm for the management of water resources under deficit conditions that uses a policy
called "priority-balanced";
• Possibility of using hydrological input data in the form of time series, the year type or both;
• Extremely friendly and flexible algorithm for outlining the river network;
• Possibility of freely limiting the number of user nodes that are managed by the reservoir and thus contributing
to the value of the total requirement in the budget equation;
• Extremely flexible data output for reservoirs, generic use and control of the flow in both a graphical and
numerical way, with a particular attention to the use of the model in terms of management in the short term
together with probabilistic assessments.
The algorithm that manages the distribution of water from the reservoir node, is certainly one of the features
that characterize this mathematical model. It is based on an equation of balance between the available volume
present in the reservoir and the total need required by the various user nodes which should be supplied from the
reservoir. The distribution and number of uses can be easily changed by editing the topology of the network,
allowing the use the model both during management of existing works, and in the programming phase of the works
of adduction to be built.
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