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4.23
                                  INTAKE FACILITIES
                     TABLE 4.9  Frazil Ice Characteristics

                         Type                 Remarks
                                     Initial  phase of formation
                     Active
                                     Rapid  growth  in size
                                     Readily adheres  to intake  facilities
                                     Short-lived  phase
                                     System clogging within a few hours
                     Inactive (passive)   Static or declining  size
                                     Lost adherence  and characteristics
                                     Less troublesome




        the  water  mass.  Frazil  ice  particles  remain  in  an  active,  adhesive  state  for  only  a  short
        time after their formation. With the reduction  of supercooling and the return  of the water
        to  32 ° F  (0 ° C),  frazil  ice  crystals  stop  growing  and  change  to  an  inactive,  or  passive,
        state.  Passive  frazil  ice  is  ice  that  has  lost  its  adhesive  properties  and  is  therefore  less
        troublesome.
           Some  confusion  exists  concerning  the  relationship  between  frazil ice and  anchor  ice.
        It has  been  suggested  that anchor  ice occurs rarely  and  consists  of sheetlike crystals  that
        adhere  to  and  grow  on  submerged  objects.  Accumulations  of frazil ice  may  closely  re-
        semble anchor  ice. Some investigators designate  all ice attached  to the bottom  as  anchor
        ice regardless  of how it is formed. Anchor ice may form in place on the bottom and grow
        by  the  attachment  of frazil crystals.  On  the  other  hand,  according  to  Giffen  (1973),  ice
        crystallization  and  growth  directly  on  the  surface  of a  shallow  intake  structure  in  open
        water is commonly termed anchor ice. Anchor ice normally does not form at depths greater
        than  40  to  45  ft  (12.2  to  13.7  m),  although  the  depth  associated  with  anchor  ice forma-
        tion ultimately  depends  on water turbidity.
        Predicting  Frazil Ice  Formation.  The  climatological  conditions  that  encourage  frazil
        ice  formation  are  a  clear  night  sky,  an  air  temperature  of  9.4 ° F  (-12.5 ° C)  or  less,  a
        day  water temperature  of 32.4 ° F  (0.222 ° C)  or less,  a  cooling rate  greater than  0.01 ° F
         (0.0056 ° C) per hour,  and a wind speed greater than  10 mi/h (16.1  km/h) at the water sur-
        face. Frazil ice generally accumulates  in the late evening or early morning hours  and  sel-
        dom lasts past noon.  Conditions  favorable to frazil ice formation vary considerably  from
         site to  site, making  it difficult to use weather  data  alone  as  a  forecasting toot.
           Frazil ice formation  can be illustrated  graphically  by plotting  water temperature  vari-
         ation  versus  time,  as  shown  in  Figure  4.15.  When  the  original  constant  cooling rate  (A
         to  B)  of water  undergoing  supercooling  deviates,  frazil ice begins  to  form.  The  process
         illustrated  in Figure 4.15  takes  only a  few minutes.  The rate  of ice production  at point C
         is equal to the  cooling rate  divided by the product  of the ice density.

        Design  Features.  Research  and  experience on  the  Great  Lakes  and  elsewhere  indicate
         that location and  design features  of submerged intakes  can significantly reduce intake ice
         problems,  but probably  not completely eliminate them.  Submerging  lake intakes  in deep
         water and sizing inlet ports for a velocity of 0.3 ft/s (9.1  cm/s) or less minimize the amount
         of frazil ice transported downward to the structure.  However, during winter storms,  strong
         wind and wave action can carry ice crystals and supercooled water to considerable depths,
         making  accumulation  of ice on  and  around  the  intake  likely.  Some  of the  procedures  to
         alleviate frazil ice problems  at submerged  intakes  are  summarized  in Table 4.10.
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