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Abstract
Padang Guci Hulu Subdistrict has potential to meet the needs of sizeable water supply. It is supported by geographical location of Padang Guci Hulu Subdistrict which is in the tropical region where there are hight enough rainfall. However in general the problem arising in Padang Guci Hulu Subdistrict during dry season is the availability of raw water and irrigation water that very limited. The purpose of this research is to design a strong and safe dam body construction againts its stability control. Planning dam body uses design flood from synthetic hydrograph gamma I with a return period 1000 years of 224,66 meter3/second. This dam isplanned as high as 31,3 meter, with dam base elevation of + 405 meter, peak elevation + 436,30 meter, high surveillance 2,8 meter, the width of the dam crest 8,5 meter, upstream sloop 1 : 3, downstream sloop 1 : 2,25. The body design of the Air Padang Guci Dam has qualified for its stability control.
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References
BWS Sumatera VII, 2015. Rekapitulasi Debit Banjir Rancangan. BWS Sumatera VII, Bengkulu.
Loebis, J., 1984. Banjir Rencana Untuk Bangunan Air. Departemen Pekerjaan Umum, Badan Penerbit Pekerjaan Umum, Jakarta.
Nisa, A dan Romulus, C., 2008.
Perencanaan Detail Bendungan UNDIP sebagai Pengendali Banjir pada Banjir Kanal Timur. F. Teknik Sipil UNDIP, Semarang.
Rahmat, 2011. Studi Perencanaan Embung Ronggomulyo Kabupaten
Rembang. F. Teknik Sipil UNDIP,Semarang.
Rifai, M., dan Kurniawan, D., 2008. Perencanaan Embung Pusporenggo
Kabupaten Boyolali Jawa Tengah. F. Teknik Sipil UNDIP, Semarang.
Soedibyo, 1993. Teknik Bendungan. Pradnya Paramita, Jakarta.
Sosrodarsono, S dan Takeda, K., 1989. Bendungan Type Urugan. Pradnya
Paramita, Jakarta.
Suripin dan Wahyuni, S.E., 2014. Perencanaan Bendungan Semar Kabupaten Rembang. F. Teknik Sipil UNDIP, Semarang.