• Login
    View Item 
    •   Home
    • UNDERGRADUATE THESES (Koleksi Skripsi Sarjana)
    • UT-Faculty of Engineering
    • View Item
    •   Home
    • UNDERGRADUATE THESES (Koleksi Skripsi Sarjana)
    • UT-Faculty of Engineering
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Redesain Unit Instalasi Pengolahan Air Limbah (IPAL) untuk Industri Pengolahan Pasta Cabai di PT. X, Banyuwangi

    Thumbnail
    View/Open
    Skripsi Repository_Nirmala Ariningtyas_201910601042.pdf (1.794Mb)
    Date
    2024-01-23
    Author
    ARININGTYAS, Nirmala
    Metadata
    Show full item record
    Abstract
    Company X is one of the companies that process raw chili into chili paste, which is located in Genteng District, Banyuwangi. Nowadays, it faces environmental issues due to the characteristics of effluent, for example, the degree of acidity, biochemical oxygen demand (BOD), chemical oxygen demand (COD), and total suspended solid (TSS) are higher than the effluent quality standard. Based on this problem, this research aims to redesign the wastewater treatment plant (WWTP) to fulfill the requirement of effluent considering to effluent quality standards. The factors considered for redesign were the cost, the space availability, and the affordable technology. Primary data required are effluent characteristics and wastewater flow rate, while secondary data are WWTP land conditions, chili paste processing industry wastewater quality standards, and unit price analysis. The results of redesign are changing the function of WWTP from only a disinfection unit process (DUP) to a set of six sequencing batch reactors (SBR), followed by DUP and a sludge drying bed (SDB). Each SBR has a capacity of 4.4 m3, with the dimensions of length from 1.3 m to 1.89 m, width of 2.2 m, and depth of 3.1 m. The SBR unit requires one pump and six aerators with a power of 100 watts in each tank. The DUP dimensions are length of 1.3 m, width of 2.2 m, and depth of 3.1 m, and the SDB dimensions are length of 10 m, width of 2.2 m, and depth of 1.1 m with a sand media thickness of 0.3 m, a gravel media thickness of 0.2 m, and a sludge media thickness of 0.3 m. SDBs are constructed using river stone masonry, which is more cost-effective but has the same strength as concrete. The estimated cost of redesigning is IDR47.000.000 (including the cost of procuring materials, labor, and equipment).
    URI
    https://repository.unej.ac.id/xmlui/handle/123456789/121539
    Collections
    • UT-Faculty of Engineering [4212]

    UPA-TIK Copyright © 2024  Library University of Jember
    Contact Us | Send Feedback

    Indonesia DSpace Group :

    University of Jember Repository
    IPB University Scientific Repository
    UIN Syarif Hidayatullah Institutional Repository
     

     

    Browse

    All of RepositoryCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    LoginRegister

    Context

    Edit this item

    UPA-TIK Copyright © 2024  Library University of Jember
    Contact Us | Send Feedback

    Indonesia DSpace Group :

    University of Jember Repository
    IPB University Scientific Repository
    UIN Syarif Hidayatullah Institutional Repository