GERUSAN LOKAL DI SEKITAR DUA ABUTMEN DAN UPAYA PENGENDALIANNYA

ABSTRACT: Flow  in  an  open  channel  with  a  mobile  bed  is  generally  accompanied  by  a  transport  of  sediments,  which  is  a result  of interaction  between  flow  and  sediment.  An  obstacle,  such  as  pier  or  abutment, positioned  in  the  flow,  will locally  alter  the  flow  in  the channel, causing  erosion  (scour)  and  possibly  deposition  in  the  vicinity  of  the  pier  or  the abutment.    More  than  one  abutment  is  possibly  installed  with  series  positions  in  river.  This  group  of  abutment  will exhibit a mutual influence on the hydraulic behavior and on scouring. Until now research on the single abutment was considered,  however research  using  two  abutments  is  extremely  scarce. Research  of  scour  around  two  abutments  was conducted in  Hydrology  and  Hydraulic  Laboratory,  PSIT  Gadjah  Mada  University.  Flow  was  clear-water  scour  and steady  uniform  flow.  A  tilting  sediment recirculating  flume  with  10  m  long  and  60  cm wide  was  used. Flow  is  run  in movable  bed  using  sediment with  d50=0.73  mm  and s=2710  kg/m3.  Two  abutments  were  installed  in  the  side  of  the channel.  These  were  separated  variously.  Scour  depth  around  the  two  abutments  was  measured  using  point  gauge. Researches  were  also  done for  a  horizontal  ring-formed  shield  placed  on  the  abutments  prove  to  diminish  the  scour depth. Research results on scour at two abutments indicate that the scour depth of the front abutment is greater then the one of the rear abutment. Detailed results are: when the two abutments touch each other, the scour depth of the front abutment  is  not  influenced; when  the  two  abutments  are  separated,  the  scour  depth  of  the  front  abutment begins  to increase  but  eventually  falls  out.  A  maximum  increase  of  scour  of  the  front  abutment,  reach  30  %  compared  with  the scour  depth  of  a  single abutment,  is  found  when  the separation  of  the  two  abutment,  a/Dp,  is  about  3; When  the  two abutments are much separated, a/Dp≈12, the front abutment is not influenced; The scour depth of the rear abutment is always smaller then the one of the front abutment; The scour depth between the two abutments diminish rapidly and is negligible  for  a/Dp  >  12  ; when  ring-formed  is  placed  on  the  abutment,  scour  depth  of  the  front  abutment  is  reduced reached 36,7 %.
Keywords: local scour, abutment, preventive work
Penulis: Rawiyah. Th.Husnan, dan Bambang Yulistiyanto
Kode Jurnal: jptsipildd070012

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