PERENCANAAN BENDUNG DAMAR KABUPATEN KENDAL, JAWA TENGAH
ABSTRACT: Damar weir is a
hydraulic structure which will construct in Pageruyung village, Kendal
district. The objective of Damar weir construction is designed to fulfill the
needs of irrigation water for the rice fields around the area. According to the
analysis the flood discharge plan of Damar weir is 111 m3/sec with 50 years
return period. The weir is using a rounded crest weir with effective width 23,7
m and height of the crest is 2,5 m. The length of the upstream apron floor is
3,0 m and uses the USBR Type IV stilling basin. The length of the sand trap is
40 m with the width of channel base 1,5 m. The time schedule of this project is
28 weeks and the budget plan is Rp 10.185.086.00,00 (Ten Billion, One Hundred
And Eighty Five Million, Eighty Six Thousand Rupiah).
Penulis: Suhardi, Yandi
Purbangsa, Sri Eko Wahyuni, Sugiyanto
Kode Jurnal: jptsipildd140528
