View Item 
      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
      JavaScript is disabled for your browser. Some features of this site may not work without it.

      UJI KINERJA PIPA RESAPAN PADA SALURAN DRAINASE SEBAGAI UPAYA PENERAPAN SISTEM DRAINASE BERKELANJUTAN

      Thumbnail
      View/Open
      COVER (6.816Mb)
      HALAMAN JUDUL (4.843Mb)
      HALAMAN PENGESAHAN (8.598Mb)
      ABSTRAK (6.779Mb)
      BAB I (7.838Mb)
      BAB II (8.137Mb)
      BAB III (9.388Mb)
      BAB IV (8.525Mb)
      BAB V (7.766Mb)
      DAFTAR PUSTAKA (7.641Mb)
      LAMPIRAN (9.315Mb)
      NASKAH PUBLIKASI (719.5Kb)
      Date
      2020-04-20
      Author
      SAPUTRO, FERI DHONI
      Metadata
      Show full item record
      Abstract
      Changes in the area in various regions resulted in many land settlements covered by buildings. When rain falls with high intensity, the infiltration capacity with a long duration will cause runoff to continue to increase, causing surface runoff to increase and decrease infiltration. The concept of sustainable drainage systems should begin to be applied for the concept of runoff water that can be absorbed back into the ground to reduce the burden of the received stream runoff water and fill the water table. The purpose of this study is to analyze the effect of the use of infiltration holes with pipe size and the distance between infiltration holes in the application of sustainable drainage systems, with laboratory scale testing. The results of this study indicate that the use of infiltration holes in the drainage channel was able to increase the absorption of water into the soil. The size of the infiltration hole is influenced by infiltration discharge, where the larger the infiltration hole size, the more infiltration discharge will increase. The distance between infiltration holes affects the infiltration discharge, where the narrower the distance between holes, the infiltration discharge will increase.
      URI
      http://repository.umy.ac.id/handle/123456789/33439
      Collections
      • Department of Civil Engineering

      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Theme by 
      @mire NV
       

       

      Browse

      All of UMY RepositoryCollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

      My Account

      Login

      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Theme by 
      @mire NV