KAJIAN SALURAN IRIGASI TERSIER DI DESA NAMU UKUR UTARA DAERAH IRIGASI NAMU SIRA-SIRA KECAMATAN SEI BINGEI KABUPATEN LANGKAT

ABSTRACT: The distribution system of water on the field of Suka Maju villages is done through tertiary canal (a  soil canal). This can resulted  in  waterloss  through  evapotranspiration,  percolation  and  seepage  so  that  conveyance  efficiency  of  water become  so little. Therefor  it’s needed to  study about  the  system  further more. This  research  was  aimedto study the tertiary irrigation canal in the Suka Maju village Sei Krio Sunggal, Deli Serdang district. The resultshowed that in the field conveyance  efficiency  (at  the  same  distance)  was  68,39%  for  canal  1  and  95,92%  for  canal  2.  Additionally  the sedimentation was also found in the canal, so that it was important to redesign the dimensions of the tertiary canal. Thus the  sedimentation  as  well  as  the  scoured  could  be  reduce.  The  best  tertiary  canal  dimensions  for  canal 1  was  a combination  of  0,02%  slope,  canal  width  (B)  of  0,42 m  and  the  depth  of  water  (D)  of  0,21  m,  while  for  canal  2  a combination of 0,02% slope, canal width (B) of 0,51 m and the depth of water (D) of 0,26 m.
Key Words: Tertiary Canal, Waterloss, Conveyance Efficiency,Design of Canal
Penulis: Vikri Novandi Akbar, Sumono, Ainun Rohanah
Kode Jurnal: jppertaniandd140279

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