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FINAL REPORT - International Joint Commission

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Other Plans<br />

The Study Board considered a number of other plans that were evaluated using the Shared Vision Model,<br />

but discarded because their results did not meet the Study Board’s primary guidelines of providing net<br />

economic and environmental benefits, or because they produced results similar to those of another of the<br />

candidate plans, but slightly inferior. One example is Plan C. Plan C was developed using the rule curve<br />

approach described in the plan formulation section of the previous chapter. Plan C has a similar foundation<br />

as the 1958-D plan, but adjusts and adds a number of limits to better satisfy the Study Board's guidelines.<br />

While this plan had fairly good results, the Study Board did not feel it was distinct enough from Plan D + to<br />

warrant going forward, and Plan D + provided better overall economic and environmental results.<br />

<strong>FINAL</strong> <strong>REPORT</strong><br />

Candidate Regulation Plans<br />

This Section explains the objectives and impacts of the regulation plans that the Study Board examined<br />

and decided were the best plans to present to the <strong>International</strong> <strong>Joint</strong> <strong>Commission</strong> as options. Preliminary<br />

versions of each of these plans were presented to the public during the summer of 2005, and each was<br />

then modified based, in part, on the public input they received. The three candidate plans have all been<br />

labeled with a “ + ” sign to indicate that these plans have been modified/improved since they were last<br />

presented to the public.<br />

The Study Board believes that each of these three “candidate plans” represents distinct, yet reasonable<br />

efforts to improve on Plan 1958-D with Deviations in terms of providing more balanced economic and<br />

environmental benefits. The candidate plans are the focus of the full evaluation, comparison and rankings.<br />

Plan E is presented along with results of the candidate plans to provide reference for the unregulated<br />

condition.<br />

In what follows, three types of information are provided for each Plan:<br />

• Plan Descriptions: The plan’s objectives and over-all approach are briefly explained. This material is<br />

taken from the plan descriptions contained in Annex 3 to this report.<br />

• Plan Evaluations: A brief description of the plan’s major impacts and benefits is presented. The<br />

impacts of each of the plans are divided into the following categories: hydrologic, economic,<br />

environmental and equity. A set of graphs and tables provides quantitative evidence of the plans’<br />

impacts compared with those of Plan 1958-DD.<br />

• Plan Comparisons: The candidate plans are assessed in relative terms against one another and in<br />

relation to Plan 1958-DD. The key facts and important pros and cons of each of the plans are<br />

highlighted and discussed.<br />

Plan A + : Balanced Economics<br />

Plan A + was developed based on the optimization/rule curve approach described in the plan formulation<br />

section in the previous chapter of this report. It is termed the Balanced Economic Plan because it focused<br />

on producing the best overall economic scores for each interest. Environmental targets were not included<br />

in the optimization, but were evaluated and addressed with adjustments to the plan to cover environmental<br />

shortcomings. This plan produced the highest overall economic scores of the three candidate plans, but<br />

the lowest environmental scores.<br />

Plan A + used an optimization model to generate a rule curve for each quarter month relating lake level to a<br />

prescribed Lake Ontario outflow. The optimization model minimizes expected differences from targets for<br />

the outflow and for Lake Ontario, Lac St. Louis, Montreal Harbour, and Sorel levels. Each of these targets<br />

varies through the year and was derived from relevant performance indicators or other similar sources.<br />

The optimization procedure minimizes the likely deviation from these desired targets given uncertain future<br />

inflows. The model uses a probabilistic approach to account for the uncertainty of these future inflows.<br />

Options for Managing Lake Ontario and St. Lawrence River Water Levels and Flows<br />

37

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