• Login
    View Item 
    •   USU-IR Home
    • Faculty of Agriculture
    • Department of Agricultural Engineering and Biosystem
    • Undergraduate Theses
    • View Item
    •   USU-IR Home
    • Faculty of Agriculture
    • Department of Agricultural Engineering and Biosystem
    • Undergraduate Theses
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Kajian Saluran Irigasi Tersier di Desa Namu Ukur Utara Daerah Irigasi Namu Sira-Sira Kecamatan Sei Bingei Kabupaten Langkat

    View/Open
    Fulltext (5.744Mb)
    Date
    2013
    Author
    Akbar, Vikri Novandi
    Advisor(s)
    Sumono
    Rohanah, Ainun
    Metadata
    Show full item record
    Abstract
    Vikri Novandi Akbar : Study of Tertiary Irrigation Canals in Namu Ukur Utara Village in The Irrigation Areas of Namu Sira-sira Sei Bingai District of Langkat Supervised by SUMONO and AINUN ROHANAH. The distribution of irrigation water on the field of Namu Ukur Utara village is done through tertiary canal which is a soil canal. This can affect the lossing of water through evapotranspiration, percolation and seepage so that the efficiency of water distribution is reduced. This research was aimed to review and design an appropriate canal dimensions to prevent scour and sedimentation at 2 tertiary irrigation canals in Namu Ukur Utara village in the Irrigation Areas of Namu Sira-sira Sei Bingei District of Langkat. The results of the research showed that the average flow velocity was smaller than the critical speed so that sedimentation occured in the canals, therefore redesigning of the dimensions on the both canals was needed. The efficiency of the distribution on canal 1 at a distance of 45 m was 73% and on canal 2 at a distance of 35 m was 75%. However the efficiency of distribution at a same distance (35 m) with the assumption of losing the water on every meters was the same, was 83,87% on canal 1 and 75% on canal 2. The best design of tertiary canal dimensions for the canal 1 was: width of the canal (B) was 0,37 m and depth (D) was 0,17 m with a slope of 0,04%, and for the canal 2 was: width of the canal (B) was 0,52 m and depth (D) was 0,24 m with a slope of 0,04%
    URI
    https://repositori.usu.ac.id/handle/123456789/52099
    Collections
    • Undergraduate Theses [1076]

    Repositori Institusi Universitas Sumatera Utara - 2025

    Universitas Sumatera Utara

    Perpustakaan

    Resource Guide

    Katalog Perpustakaan

    Journal Elektronik Berlangganan

    Buku Elektronik Berlangganan

    DSpace software copyright © 2002-2016  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    Atmire NV
     

     

    Browse

    All of USU-IRCommunities & CollectionsBy Issue DateTitlesAuthorsAdvisorsKeywordsTypesBy Submit DateThis CollectionBy Issue DateTitlesAuthorsAdvisorsKeywordsTypesBy Submit Date

    My Account

    LoginRegister

    Repositori Institusi Universitas Sumatera Utara - 2025

    Universitas Sumatera Utara

    Perpustakaan

    Resource Guide

    Katalog Perpustakaan

    Journal Elektronik Berlangganan

    Buku Elektronik Berlangganan

    DSpace software copyright © 2002-2016  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    Atmire NV