Hydraulic and Biological Evaluations. Hydraulic Evaluations  Measuring flow distribution for fixed vertical or rotating drums (with adjustments available).

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Presentation transcript:

Hydraulic and Biological Evaluations

Hydraulic Evaluations  Measuring flow distribution for fixed vertical or rotating drums (with adjustments available). Ideally, the screen face should be divided into at least 20 uniform sections. Realistically, divide the screen into sub-sections that each have independent flow adjustment available (baffle location, pump isolation).

Hydraulic Evaluations  Calculating Average V a Calculate average V a by dividing the sum of flow through each sub-section by the total effective screen area. If average V a exceeds 0.4 ft/s, either flow must be reduced or screen area increased.

Hydraulic Evaluations  Flow distribution for fixed vertical or rotating drum screens (with adjustments available). Measure velocity at several points depending on the size of sub-section. For each sub-section calculate flow by multiplying V a for a subsection times the area of the sub- section.

Hydraulic Evaluations  Forcing V a closer to the average V a Once all V a is compiled for each subsection, choose subsection(s) with highest V a and close down the baffles by a percentage that represents the percentage V a over design criteria. Recheck velocities and repeat as necessary. Usually, start an evaluation with baffles wide open. However, if some are not fully open, these can be opened to increase V a

Tools available for fish passage effectiveness evaluation  Adult PIT tag readers  Radio Telemetry  Acoustic Tags  Hydroacoustics  PIT tags  Hydraulic evaluation to verify design  Spawning surveys  Survival studies

Adult PIT tag readers  These are installed at fish ladders at most mainstem dams, usually with great efficiency rates because of the ability to control the hydraulics.  There are increasing numbers of PIT arrays installed in tributary rivers, some more efficient than others.  These read a PIT tag either inserted into an out-migrating smolt, or possibly in other life stages as well.  Provide great information on run timing, dam passage, dam survival, spawning survival etc.

Radio Telemetry  A tag that creates a detectable radio signal.  The radio tag can be detected with a fixed array system, or mobile devices (harder to do).  Limited tag life, and often lack depth information.  Provides good 2d tracks of juvenile or adult salmon.

Acoustic Tags  Surgically Implanted  Limited study duration  Battery development  Good 3-D information  An AT sends out an unique acoustic signal, detected by strategically placed array of receivers.

Acoustic tags

Combo tag – AT and PIT

Rocky Reach sampling screen

Acoustic Tag Surgery

Hydroacoustic arrays  “Fish Finders”  Sends out a sonar signal that reflects off of submerged objects – swim bladders  Can get multiple detections from same fish – hard to decipher data sometimes  Non-invasive to fish

PIT tags  Passive Integrated Transponder (PIT) tags  Small tag, no battery  Tag is read when its passed through an energy field which energizes the tag circuit ry.  Provides a spectrum of data, depending on how the tag is programmed.  Used for many types of studies

Survival studies  Usually conducted on a per project basis.  PIT, Acoustic and Radio tags all work well, if an appropriate study design is developed.  Provides project survival information based on travel though the forebay, over/through the dam, and into the tailrace.  Project juvenile survival standards for Upper Columbia River mainstem dams are 93%.  Small fish – problems with tag studies.

Survival study - some issues to consider  Multiple surgeons – study design must accommodate the varying level of skill.  Release locations – verify that the study design releases test and control fish in locations that truly reflect the route of passage.  Higher control mortality = higher test fish survival

Survival study - some issues to consider  Fish – do these reflect the run at large, or do they even need to?  Passage timing is often affected by daylight, predator presence, project operations and route passage efficiency, to name a few.  One year of data is rarely sufficient for any conclusion regarding passage. In the Upper C, we use a three year average.