Page 144 -
P. 144

CLARIFICATION                       7.9


                                                                   :
              5~.              4,   .
               .!'.,,~H       :'   '  ~0f  Chain a  re_..2, R_.*,, Ill,   .   '[U
                      oo. ,o.,oo.o              tlllll;
        Planks  "F~:~:~  I F°* 0.i.e  c..,a- I  ~1   I!/ /111  1   |IE|
        s,..
              |,   ~.:,! .'~.   ~  ~ f  C~in  e,  Tee Roils II/Ill[   ~   t)|~ !
                "   ~:!"   ~"   <-'--'~      --  Ill~              ';!
            '  _•" ,"  "~,'2\
                                                ~        "
                ...................   .L._I  ...................   .Jr.:. .........................   ~t.
           =-  ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::   ~..
               !  ,,.Z   .   .~.-~i-.-x~.,.---.-~-.~.
        ,at,pea;                ,  ,,,   O,   ho,o"  ,.  Ro,,s l Inl   T
              1--  ,'L;J'LI  Symmetrical   I  21   Ill  IIII.   /Effluent  Weirs   Jill:
              [¢:.~:~'-~'~:"~lAbout  Center  Line  =0  51   III  IIli"   I   ~11~
                *l ,o ""       ~  i   i                            J
              -1  ..... s       ,   .           l!1
                                    PqOn  V;ew
         Wood Baffle  .t--,*R'   Tank  Length                     q
             .  ]1 ~ll~ ~¢  ]Chain  Ti~l'ltener       ,Effluent  Wevre"   I

          t.i~!.~,9~.n.c.e~.L.I;L'2"--   .  .  .  .  .  =  "--',   .  .  .  .  .  .  .  -  ....  ~',I   -r
           ....  ~-i:1--~.~.._..~...,_:   .....   -,..-~   ....   -,.~,:~   .......   .  ............   ,,,   ,,
               ~  /     Min.  Slooe   '~"   Tee  Rails       Corner Screeded  With
         Min, Slope  45~?k~J~'/   wig  Per  Foot              ~adms  Screed  Furn.
             •   ~                                            ~y  ~,ustomers
                 ~t                Seatlon  A- A
        FIGURE 7.4  Typical rectangular basin with chain-and-flight collectors with sludge hoppers.


        ing, and these rode  on steel T-rails cast into the concrete floor.  A  steel rail was  also  at-
        tached  to the  wall for  the  flight to  ride  on  as  it looped  back.  Figures 7.4  and 7.5  show
        two  typical  types  of rectangular basin equipped  with  chain-and-flight collectors.  Drags
        for  continuous desludging have been popular with design engineers because they fit the
        long rectangular basin geometry.
           New  designs have been developed with ultrahigh-molecular-weight (UHMW)  plastic
        or similar materials to replace the iron chain and sprockets. In addition, fiberglass flights
        have replaced the wooden boards,  and plastic wearing strips are attached to the concrete
        floor  and  walls to  replace  iron rails.  These  new  systems  are  corrosion-free  and require
        less  maintenance. However,  when first installed, plastic chain tends to  stretch.  This re-
        quires adjusting the chain tension one or two times during the first year of operation. Af-
        ter that, the rate of creep reduces.
           Circular Collector Equipment.  Circular sludge collector units have been used in long,
        rectangular tanks to avoid using chain drag equipment. The circular units were generally
        installed at the influent end of the basin where most well-developed floc will settle,  and
        a  transverse barrier wall was  added to stop the density current and drifting of sludge to-
        ward the unscraped effluent end. In these cases,  the circular mechanism "pushed"  sludge
        to a circumferential hopper at the center pier from which it was automatically discharged
        as sludge underflow. The remainder of the basin was periodically cleaned manually.
           With a poorly settling floc or in basins with strong sludge density currents, placing the
        collector only in the first one-third to one-half of the basin may not be very effective, re-
        suiting in the need to frequently manually clean the basins. It is preferable to provide mul-
        tiple collector mechanisms to improve sludge removal and eliminate the need for manual
        cleaning.
   139   140   141   142   143   144   145   146   147   148   149