Browsing Dinamika Teknik Sipil* by Author "Kironoto, Bambang Agus"

Now showing items 1-5 of 5

    • EffectoOf Bed Shear Stress on Armour Layer Characteristics 

      Ikhsan, Cahyono; Raharjo, Adam Pamudji; Legono, Djoko; Kironoto, Bambang Agus (LPPM UMS, 2012-09)
      The study presents the analysis of bedload transport, changes in the structure armour layer and topogRAPhy of the sediments during the degradation process. In the analysis of variations in channel slope and bedload ...

    • KARAKTERISTIK KEKASARAN LAPISAN DASAR SEDIMEN ARMOUR 

      Ikhsan, Cahyono; Raharjo, Adam Pamudji; Legono, Djoko; Kironoto, Bambang Agus (2011-09)
      Struktur lapisan dasar armoring merupakan hasil dari campuran gravel bad yang tersortir secara periodik, dimana sedimen yang halus terangkut, sedangkan sedimen yang kasar tetap tertinggal. Tegangan geser yang dihasilkan ...

    • The Nonuniformity Aspect Of Gransizes To Bedload 

      Junaidi, Junaidi; Kironoto, Bambang Agus; Yulistiyanto, Bambang (Universitas Muhammadiyah Surakarta, 2012-01)
      Rivers are the best sites to observe the natural effects of sediment transport. To consider the effect of nonuniformity of bed material on sediment transport rates, various representative of bed material sizes have been ...

    • POLA ALIRAN DI DEKITAR GROIN 

      Istiarto; Kironoto, Bambang Agus (2012-05)
      Groin merupakan salah satu struktur pelindung tebing sungai terhadap gerusan. Groin mendorong aliran menjauh dari groin dan memperlambat aliran di sisi hilir groin. Serangkaian groin yang dipasang berjajar di tebing sungai ...

    • The Validity Of Clauser’s Method For Determining Shear Velocity, U*, In A Curved Channel 

      Kironoto, Bambang Agus; Yulistiyanto, Bambang; Istiarto, Istiarto; Sumiadi, Sumiadi; Nugroho, Bayu; Ariyanto, Anton (LPPM UMS, 2012-09)
      In a straight open channel flow, the Clauser‘s method, which is based on the measured velocity profile and the logarithmic velocity law, can be used to determine the wall shear velocity, u*, accurately. For a curved ...