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

    Evaluasi Jaringan Perpipaan Distribusi Air Bersih di Kecamatan Stabat Kabupaten Langkat Menggunakan Aplikasi Epanet 2.2

    View/Open
    Fulltext (2.470Mb)
    Date
    2022
    Author
    Siregar, Ahmad Azhari
    Advisor(s)
    Indrawan, Ivan
    Sembiring, Robi Arianta
    Metadata
    Show full item record
    Abstract
    Drinking water is water that has gone through a processing process or without a processing process that meets health requirements and can be drunk directly. The availability of drinking water is one of the determinants of improving people's welfare, which is expected to increase the degree of public health with the availability of drinking water. The need for the provision and service of drinking water is increasing from time to time, which is sometimes not matched by the ability of the service. PDAM services cannot be separated from the distribution system which is a pipeline network, so it is necessary to evaluate the distribution system of PDAM Tirta Wampu Unit Stabat. Things that need to be evaluated are pressure, speed, and headloss. To evaluate the clean water distribution system in Stabat District, the method used is the Epanet 2.2 program. Based on the calculation results, the average customer usage in PDAM Tirta Wampu Unit Stabat is 132,7 liters/person/day with a water loss percentage of 32,35%, which is 42,9 liters/person/day. Prior to evaluation, out of 26 junctions, 6 were found to have pressure values below 10 m, so they did not meet the design criteria. So repairs were made by adding pipe diameter and adding a new pump. After repairs were made, the highest headloss value was obtained in the distribution pipeline network at the Stabat Unit PDAM which was 2,98 m/km, this figure was still in accordance with Minister of Public Works Regulation No.27 of 2016, due to the maximum required headloss of 10 m/km
    URI
    https://repositori.usu.ac.id/handle/123456789/80568
    Collections
    • Undergraduate Theses [1513]

    Repositori Institusi Universitas Sumatera Utara (RI-USU)
    Universitas Sumatera Utara | Perpustakaan | Resource Guide | Katalog Perpustakaan
    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 (RI-USU)
    Universitas Sumatera Utara | Perpustakaan | Resource Guide | Katalog Perpustakaan
    DSpace software copyright © 2002-2016  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    Atmire NV