View Item 
      •   IPB Repository
      • Dissertations and Theses
      • Undergraduate Theses
      • UT - Faculty of Agricultural Technology
      • UT - Civil and Environmental Engineering
      • View Item
      •   IPB Repository
      • Dissertations and Theses
      • Undergraduate Theses
      • UT - Faculty of Agricultural Technology
      • UT - Civil and Environmental Engineering
      • View Item
      JavaScript is disabled for your browser. Some features of this site may not work without it.

      Rancangan Bangunan Hidrolika pada Jaringan Irigasi Pedesaan di Desa Pekiringan Alit, Kecamatan Kajen-Pekalongan

      Thumbnail
      View/Open
      full text (2.622Mb)
      Date
      2013
      Author
      Nastiti, Kania Dewi
      Prastowo
      Fauzan, Muhammad
      Metadata
      Show full item record
      Abstract
      The objective of the research is to design the hydraulics structures on rural irrigation scheme, which include: analysis of irrigation water sufficiency, design of rural irrigation scheme layout, design of pump station, design of open channel, and design of diversion box. The study was conducted in the village of Pekiringan Alit, District Kajen, Pekalongan, Central Java, with two scenarios, i.e. the first scenario with cropping pattern of sugarcane and the second scenario with cropping pattern of corn-beans-melon-tomatoes. Based on analysis, the irrigation water requirements unit of scenario 1 is 0.53 l/dt/ha while for scenario 2 is 0.42 l/dt/ha. The irrigation water requirements can be fulfilled from Sragi River with minimum flow of 537 l/sec. Layout of irrigation scheme consists of 4 irrigated blocks with a total area of 27.15 hectares. Pump station was designed with a capacity of 17.99 l/sec and total dynamic head (TDH) of 14.11 meters. The irrigation water delivery system was designed with three options, i.e. trapezoidal earth channel with a bottom width of 0.3 meters and top width of 0.9 meter, rectangular lining channel with a bottom width and top width of 0.3 meters, and piping channel with a diameter of 4 inches, 3 inches, and 2 inches. The diversion box was designed with dimensions of 0.8 meters height, 0.5 meters width, 0.6 meters length.
      URI
      http://repository.ipb.ac.id/handle/123456789/65799
      Collections
      • UT - Civil and Environmental Engineering [1042]

      Copyright © 2020 Library of IPB University
      All rights reserved
      Contact Us | Send Feedback
      Indonesia DSpace Group 
      IPB University Scientific Repository
      UIN Syarif Hidayatullah Institutional Repository
      Universitas Jember Digital Repository
        

       

      Browse

      All of IPB RepositoryCollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

      My Account

      Login

      Application

      google store

      Copyright © 2020 Library of IPB University
      All rights reserved
      Contact Us | Send Feedback
      Indonesia DSpace Group 
      IPB University Scientific Repository
      UIN Syarif Hidayatullah Institutional Repository
      Universitas Jember Digital Repository