[Manual] [Contents] [Prev] [Next]
Bonneville Dam and Rock Island Dam each have two powerhouses that can be operated independently to optimize survival during the fish passage season since each project has a single spillway. Multiple-powerhouse dams can be represented schematically as shown in Fig. 59.
In these cases, flow is allocated fractionally as follows:
- Flows are first allocated to planned spill in fish passage hours.
- Remaining flow is partitioned between the primary and secondary powerhouses and additional spill as follows:
The strategy is to:
- Operate highest priority powerhouse up to its hydraulic capacity.
- Spill water up to another level called the spill threshold.
- Above the threshold, use the second powerhouse.
- Over the second powerhouse hydraulic capacity, spill extra flow.
An example of flow allocations is described as follows (Fig. 60):
- At level
4 units of flow are put to Fish Spill and 2 units are put through the First Powerhouse.
- At level
Fish Spill has four units of flow, the First Powerhouse is run at its hydraulic capacity, which is 4 flow units, and the spillway has 3 units of additional spill.
- At level
the First Powerhouse is at hydraulic capacity, spill flow includes Fish Spill and additional spill up to the Spill Threshold and 2 units of flow pass the Second Powerhouse.
[Manual] [Contents] [Prev] [Next]
Columbia River Salmon Passage Model CRiSP.1.5 Theory, Calibration & Validation Manual
Copyright © 1996, Columbia Basin Research. All rights reserved.
web@cbr.washington.edu