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4.28                       CHAPTER FOUR
























         FIGURE  4.17  T  screen used to modify intake to  improve fish protection.


         mm).  A  150-psi  (10.2-atm)  air-burst  cleaning system can be actuated  by head loss across
         the  screens,  timed cycle,  or manual  operation.
           The  Geren  Island  Treatment  Facility  serves  the  city  of  Salem,  Oregon.  The  intake,
         which  is on the North  Santiam  River,  is sized for a maximum  flow of  147  mgd (556 ML
         per  day).  This  intake  facility,  shown  in  Figure  4.18,  conveys  flows  to  the  treatment  fa-
         cilities and includes a concrete intake structure,  trash  racks,  twelve 36-in.  (0.91-m)  sluice
         gates,  and  two  84-in.  by  60-in.  (2.1-m  by  1.5-m)  control  gates.  A  fish  screening  system
         prevents  fish  from  entering  the  treatment  system.  The  fish  screening  system  consists  of
         stainless  steel  fish  screens  with  0.069-in.  (1.75-mm)  slot openings,  ultrasonic  level sen-
         sors,  and  an  air-burst  cleaning  system.  Design  was  based  on  NOAA  fisheries  screening
         criteria,  and  meets  the  criteria  with  approach  velocities of less  than  0.4  ft/s  (12.2  cm/s)
         and  sweep velocities at least equal  to the  approach  velocities.


         Flotation  Considerations
         Designing  intake  facilities  requires  careful  evaluation  of uplift  forces  to  ensure  that  the
         structure  is stable over the full range of anticipated  water surface elevations. Two general
         methods  for resisting uplift forces are deadweight and foundation  ties. The most common
         approach  to stabilizing uplift forces is to design the  structure  with enough  deadweight to
         resist all possible uplift force. Deadweight can be provided by tying the structure to a con-
         crete  mat  or  by  filling  cells  of the  structure  with  crushed  rock  or  other  heavy  material.
         Foundation  ties or rock anchors  drilled into foundation  rock are also occasionally used to
         tie down  an  intake  structure.  With  either method,  a  safety  factor against  uplift of at least
         1.2  should  be provided.


        Geotechnical  Considerations
        Geotechnical investigations must be completed as the first step in designing an intake. In-
         vestigations  typically  include  borings  unless  adequate  data  are  already  available  from  a
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