The function does the following:
1. Prioritizes the power reservoirs in the basin according to the relative Load shortage using the equation below.
If Load is unknown because the Seasonal Load Time method is selected, it is calculated. The calculated shortage then is a value less than one. The reservoirs with the highest values are first, the lowest reservoirs last.
2. Runs the selected Additional Hydropower Release Calculation on the each power reservoir in the subbasin to calculate the proposed additional release required to meet the load within outflow constraints.
3. In order of priority, hypothetically makes the additional release, visits downstream control points until it reaches a tandem reservoir or the end of the subbasin, whichever comes first. If the release causes (additional) flooding at a control point, it reduces the release until flooding is not caused or the release becomes zero. Resulting releases are then hypothetically routed to downstream control points to make adjustments to their available space hydrographs.
A control point’s available space hydrograph (in units of flow projected into the future based on the routing coefficients on the control point) is calculated as:
Inflow includes the value of the Inflow slot (at the time of the last dispatch) and the additional inflow resulting from the hypothetical additional releases from upstream reservoirs. It also contains the proposed flood control release hydrograph from the last pass of the flood control method.
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Note, if the “” method is selected in the “” on the control point (, the control point is ignored, i.e. flooding is allowed at that control point.
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