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  <title>Stabilitas check dam di arboretum desa Sumber Brantas</title>
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 <name type="Personal Name" authority="">
  <namePart>Endang Purwati</namePart>
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  <publisher>Bag. Serial Teknologi dan Kejuruan : Jurnal Teknologi Kejuruan dan Pengajarannya Fakultas Teknik Universitas Negeri Malang</publisher>
  <dateIssued></dateIssued>
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  <languageTerm type="code">ind</languageTerm>
  <languageTerm type="text">Indonesia</languageTerm>
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  <extent>Sumber artikel:Jurnal. Halaman: 115-123</extent>
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 <note>The stability of check-dam in arboretum of Sumber Brantas village. Sumber brantas water sources area is arboretum territory which has to be maintained as conservation either for technical or vegetation (plants cover) by sustainable development. Arboretum territory is made as asylum in irrigation system district of Brantas river. This research discusses technical conservation activity to bulid the check dam in conserving the area. Check dam is built dimensionally by using HEC-RAS program to get safe and stable dimension for rolling  shifting and piping of Sf 1.5  and based on hydrologic analysis to get maximum flood discharge of 48.01 m3 second-1. Hydraulic analysis is used to get water level profile and pressure for the dam body. Stability of the structure will be controlled by construction load (weight of check dam) and its fully sediment storage condition. The result of this research shows that the safe and stable dimension for check dam are as follows  28 meter of width  3 meter of main height  1.5 meter of sub-height  10 meter of stilling basin length (Main Dam-Sub Dam).</note>
 <subject authority="">
  <topic>1. SUNGAI BRANTAS, CHECK DAM</topic>
 </subject>
 <classification>690.5 TEK</classification>
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  <physicalLocation>UPT Perpustakaan UM Koleksi Bahan Pustaka Perpustakaan UM</physicalLocation>
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