ANALISIS BANGUNAN-BANGUNAN DISTRIBUSIPADA SALURAN SEKUNDER DAERAH IRIGASI AIR LAIS ( Studi Kasus Desa Sido Luhur- Kuro Tidur, Kecamatan Padang Jaya Kabupaten Bengkulu Utara)

Adrian, Yonanda Dwiputra and Besperi, Besperi and Khairul, Amri ANALISIS BANGUNAN-BANGUNAN DISTRIBUSIPADA SALURAN SEKUNDER DAERAH IRIGASI AIR LAIS ( Studi Kasus Desa Sido Luhur- Kuro Tidur, Kecamatan Padang Jaya Kabupaten Bengkulu Utara). In: Prosiding Civil Engineering and Build Environment Comference (CEBEC) 2019. UNIB Press, Bengkulu, pp. 13-22. ISBN 978-602-5830-08-2

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02 CEBEC 2019, ANALISIS BANGUNAN-BANGUNAN DISTRIBUSI PADA SALURAN SEKUNDER DAERAH IRIGASI AIR LAIS (Studi Kasus Desa Sido Luhur - Kuro Tidur, Kecamatan Padang Jaya Kabupaten Bengkulu Utara).pdf

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Abstract

Air Lais Weir, located in Kuro Tidur Village, Padang Jaya Subdistrict, North Bengkulu Regency, is one of the dams that have irrigation networks in the form of irrigation channels and distribution buildings. This study aims to analyze the building of distribution in secondary channels in accordance with the conditions found in the Air Lais Dam at this time. Direct observation and measurement in the field regarding the dimensions, velocity of flow and problems found in the field. The research method used is the hydraulic calculation of the distribution building which begins with the collection of primary data and secondary data. Then proceed with hydraulic analysis of distribution buildings in accordance with KP-04 Irrigation Planning Standards. The hydraulic calculation of the building is carried out according to the primary data. The primary data used is the flow velocity in the channel and the dimensions of the building. The results of this study are the calculation of the width of the threshold (b) of the building for BL. 1, BKT. 1, BK.1, BKT. 2, BKT. 3, BKT.4 respectively 1.255, 0.984, 0.488, 0.575, 0.678, 0.344. Calculation of threshold width (b) of tapping building for L. 1 ki, L. 1 ka, KT. 1 ki, KT. 1 ka, K.1 ki, K.1 ka, KT. 2 ki, KT. 3 ki, KT. 3 Ka, KT.4 ki, KT.4 Ka respectively 0,431, 0,424, 0,417, 0,419, 0,204, 0,207, 0,423, 0,306, 0,312, 0,159, 0,166. Calculation of the plunge building is obtained by the appropriate minimum water depth and the value of high energy loss in the square culvert is 0,033 m.

Item Type: Book Section
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Mr. Amwaluddin Lubis
Date Deposited: 23 Jan 2020 12:10
Last Modified: 23 Jan 2020 12:10
URI: http://repository.unib.ac.id/id/eprint/20461

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