This method is based on the methodology developed by the US Army Corps of Engineers, Southwest Division. In this method, the surcharge, or mandatory, releases, as well as minimum and maximum mandatory releases, are determined for a number of timesteps called the forecast period that will prevent overtopping of a reservoir. These releases are determined for each timestep in the Run Control Dialog.

The name of this method comes from the process of selecting releases during the forecast period to minimize future releases. In other words, release a little more today to reduce, or flatten out, future releases. This approach aims to prevent excessively large inflows from creating equally large releases by extending the time period over which these inflows are released.

This method is used by the dispatch method, Solve given Inflow, Outflow, whenever the surcharge release flag (S) is set on the Outflow slot (this flag can only be set by a rule). When inflows, which includes the sum of upstream inflows and hydrologic inflows, are known, and the rule sets the flag for the current controller timestep, the surcharge method is launched and surcharge releases and minimum and maximum mandatory releases are calculated for each timestep in the forecast period for the current controller timestep. This process progresses through each timestep on the Run Control Dialog.

The user should be aware of the distinction between the controller timestep, or timesteps set in the Run Control Dialog, and forecast timesteps. Once the surcharge method is invoked, surcharge calculations are performed for the forecast timesteps. The controller timestep does not advance, even though the Surcharge Release slot receives output from the method. Outputs in this slot are overwritten during the next controller timestep, except for the first.

The calculation of the surcharge releases for the forecast period is accomplished by using a loop structure once the surcharge method is invoked by the dispatch method mentioned above. Calculations for each timestep in the forecast period are exactly the same except for changes in the starting storage volume and inflows. The following sections provide a detailed description of the process that is used to calculate the surcharge release and minimum and maximum mandatory releases within.each loop. There are three main sections: Calculations of the minimum and maximum mandatory releases, which bound the surcharge release, and the calculation of the surcharge release.

The first step is to determine the forecast storage. This volume is the initial storage (that is, storage at end of previous computational timestep if this is the first time through the loop, or the storage at the end of the previous forecast timestep for all subsequent loops) plus the total inflow minus any surcharge releases for all forecast timesteps prior to the current forecast timestep. The total inflow is the sum of the upstream inflows plus hydrologic inflows for the current forecast period. For the first forecast timestep, the forecast storage is simply the storage in the reservoir on the previous controller timestep. On subsequent forecast timesteps, the forecast storage includes total inflows through the current forecast timestep and surcharge releases through the previous forecast timestep.

A table interpolation of the Elevation Volume Table is then done to determine the forecast elevation. If the forecast elevation is less than the lowest capacity value input in the induced surcharge curve, which is the middle column on the Rating Curves slot, the minimum mandatory release is zero and the program progresses to determine the maximum mandatory release. Otherwise it continues to determine the minimum mandatory release.

If the forecast elevation falls between the highest and lowest capacity (or elevation) values on the induced surcharge curve, the program determines a discharge rate corresponding to the forecast elevation by interpolation of capacity values from the induced surcharge curve. This is the minimum that can be released based on the forecast elevation. If the forecast elevation is greater than the highest capacity value, the curve must be extended; that is, there is no extrapolation of the curve. In a similar fashion, the total inflow is used in an interpolation of the induced surcharge curve to determine a corresponding elevation. If this elevation corresponding to the total inflow is less than the minimum discharge rate based on the forecast elevation, the pool is falling. For the opposite case, the pool is rising. If the total inflow and the minimum release corresponding to the forecast elevation are equal, the minimum release is set to this discharge rate and the program goes on to determine the maximum release.

If the pool is falling (the forecast inflow is less than minimum discharge corresponding to the forecast elevation), the program uses a specific portion of the induced surcharge curve to determine the minimum mandatory release. The set of points includes all points between and including the point on the curve corresponding to the total inflow for the current forecast timestep to the minimum discharge based on the forecast elevation. Using this portion of the induced surcharge curve, the program calculates how long it will take the reservoir to move from the forecast elevation to an elevation corresponding to the total inflow or how much volume can be discharged within one timestep, whichever is less. In the case of a falling pool, the process involves moving down the curve. For the opposite case (rising pool), the process will be reversed, moving up the curve since the discharge rate corresponding to the forecast elevation is less that the total inflow. In either case, the program begins at the curve point corresponding to the forecast storage and progresses to that point corresponding to the total inflow.

The process of progressing through the curve point is as follows.

If the pool is rising (total inflow greater than discharge corresponding to the forecast storage), the calculation is the same as for the case of a falling pool except that the progression through the curve point will be up the curve instead of down the curve. The lowest point is the minimum discharge that must be released corresponding to the forecast storage and the highest point is the total inflow for the current forecast day.

The maximum release is determined in the same manner as the minimum release except that the free-flow rating curve is used instead of the induced surcharge curve. The program again determines if the pool is be rising or falling, then progressed through the specific curve points to calculate the maximum mandatory release.

Once the maximum and minimum mandatory releases have been determined, the program computes surcharge release to flat top the incoming flood. The objective is to have slightly higher mandatory releases sooner than later to try to reduce the surcharge releases that would need to be made later as inflows continue to come into the reservoir. The program looks ahead in the forecast period to anticipate high flows with higher releases in order to reduce the maximum release needed in the future to keep the pool at or below the induced surcharge curve until such time as the top of the induced surcharge curve is reached.

To determine the mandatory release, the program steps through the points on the induced surcharge curve to determine what the surcharge release must be in order to reduce the maximum release at some time in the future when the reservoir is expected to be the fullest.

First, the available storage is calculated as the difference between the forecast storage and the storage at the first induced surcharge point. Then, the highest storage in the reservoir over the remainder of the forecast period is calculated using the remaining inflow hydrograph and a constant release equal to the discharge rate corresponding to the currently considered point on the induced surcharge curve. If the highest storage is greater than the storage available, the program continues to the next point on the induced surcharge curve and recalculates the available storage and the highest forecast storage; again using the remaining inflow hydrograph and the release associated with that point. Moving to each new curve point effectively increases the release, there by reducing the maximum storage required and increasing the available storage. This process of checking each of the points on the induced surcharge curve continues until the highest forecast storage is less than the available storage.

Before moving to another point on the curve, the program stores the available storage, the highest forecast storage, and the discharge rate to be used for future interpolation.

If the final, or highest, curve point is reached and the available storage is still less than the highest forecast storage, the program execution is terminated and a request is made for extending the curve.

Once a curve point is found that satisfies the condition that the highest forecast storage is less than the available storage, the program is considered to have found the general vicinity of the appropriate value of the surcharge release, or in other words bracketed the portion of the curve. At this time, there are two pairs of stored values for each of the following parameters: available storage, the highest forecast storage, and the discharge rate.

Having bracketed the part of the induced surcharge curve that contains the appropriate surcharge release, it is now necessary to find the point in that range for which the available storage is just equal to the highest forecast storage. This part of the program uses inflow values from the forecasted inflow array as intermediate discharge test points. The purpose of looking through the forecasted inflows narrows the solution for the right surcharge release.

The program scans through the forecast period to see if any inflows fall between the two discharge values that have been stored. If any fall in there, the smallest is stored. Then, this inflow value is used similarly to how the discharge values from the various curve points were used above to determine the available storage and highest forecast storage if the inflow is assumed to be the release. This is followed by a check to see if the available storage is less than the highest forecast storage. If so, the program looks to see if another higher inflow within the forecast period can satisfy the condition and, if found, available storage and highest forecast storage is recalculated. However, at the next point, the lower limit within which the inflow must fit above is raised to the inflow value that was used previously. If no inflow is large enough to make the available storage larger than the required storage, continue on with the two discharge values from the curve that were stored after the solution was initially bracketed.

If there are no inflows within the forecast period that fall in the range of the two discharge points on the curve or if no inflow values during the forecast period are large enough to make the available storage large enough to exceed the highest forecast storage, the algorithms goes to the next section where an interpolation is used to find the surcharge release for the current forecast day using points off the curve.

The induced surcharge curve has been bracketed by two points. At the higher point on the curve, the discharge satisfies the condition that the available storage >= highest forecast storage. At the lower point, the condition is not satisfied. (The discharge values may be specified input points from the induced surcharge curve, or may be points found as described in the previous section from the forecasted inflow array.) Once the condition of available space being larger than or equal to the required storage is satisfied, the extra available storage is calculated for the set of points that satisfied the condition (available storage - highest forecast storage) and the extra volume needed to store the highest forecast storage for the set of points that didn’t satisfy the condition (highest forecast storage - available storage). Finally, using the extra space, extra storage needed, and the two discharge points, an interpolation is done to find the surcharge release for the current forecast day. The resulting surcharge release value is that which would very closely match the available storage and highest forecast storage, given that release rate.

Once the surcharge release is determined, it is compared to the maximum and minimum mandatory releases calculated earlier. If the surcharge release is greater than or less than these limits, respectively, it is set to the limit. In addition, the storage of the reservoir is reduced to reflect the surcharge release for the current forecast timestep. This storage for the current forecast timestep is used as the initial storage for the calculation of forecast storage on the next timestep in the forecast period.

The final section in this method involves a check to see of the surcharge release results in a pool level below top of conservation pool. The reservoir storage with the surcharge release already made through current forecast day is checked to see if it is above or below the conservation pool. If below, the surcharge release is set to that which would bring the storage down to the conservation pool. If the storage is already below the conservation pool before this release is made, the surcharge release for the current forecast timestep is zero. If above the conservation pool, the surcharge release is left as is.

The program then moves to the next forecast day. After the surcharge releases and minimum and maximum mandatory releases have been determined for every timestep in the forecast period, the calculations are complete.

Finally, the method selected in the Elevation Max Duration Constraints category (see Elevation Max Duration Constraints) is executed. This may increase the Surcharge Release to avoid the reservoir from exceeding a desired elevation for more than the desired number of timesteps.

This method determines a surcharge release for each timestep in the forecast period. The process begins by determining a Surcharge Release value from the Induced Surcharge Curve, given Inflow (net) and current Pool Elevation (end of previous timestep for the first iteration). Given the Surcharge Release value, the Gate Opening is determined by interpolation of the Gate Opening Table. The Gate Opening is not allowed to be reduced if the reservoir is in surcharge operations (Surcharge Release > 0). If the Gate Opening from the Curve is less that the current Gate Opening, the current Gate Opening is maintained, but a new Surcharge Release is determined given that gate opening by interpolation of the Gate Opening Curve. Otherwise, the Surcharge Release from the Induced Surcharge Curve is used.

The reservoir is then mass balanced using the Inflow (net) and Surcharge Release to determine the end of period Storage. If the Surcharge Release drops the reservoir below the Recession Target, a new Surcharge Release is determined that would drop the reservoir to exactly the Recession Target and the mass balance would resolve for the end of period Storage. Then an average Storage is determined using the beginning and ending period Storages. If the difference between the current storage and the new average storage is greater than the Storage Tolerance, the process is repeated using the new average storage to compute the new current pool elevation and a new Surcharge Release. Otherwise, the method moves on to the next forecast timestep.

This method is executed for every timestep in the forecast period when the surcharge release flag is set on the Outflow slot. The surcharge release is set equal to the total inflow to the reservoir (Inflow plus Hydrologic Inflow Forecast) if the pool elevation will exceed the top of the flood pool. If the inflow cannot be passed due to outlet constraints, the surcharge release is set equal to the maximum outflow. If this happens, the gates remain fully open and the surcharge release is set equal to the max outflow until the surcharge pool is evacuated. If the computed surcharge release will bring the pool elevation below the top of the flood pool, it will be reset to bring the pool elevation exactly to the top of the flood pool.

This method is executed for every timestep in the forecast period when the surcharge release flag is set on the Outflow slot. The surcharge release is set equal to the Specified Surcharge Release if the pool elevation will exceed the top of the flood pool. If the pool elevation will exceed the Critical Elevation, the surcharge release is set equal to the maximum outflow. If this happens, the gates remain fully open and the surcharge release is set equal to the max outflow until the surcharge pool is evacuated. If the computed surcharge release will bring the pool elevation below the top of the flood pool, it will be reset to bring the pool elevation exactly to the top of the flood pool.