Kajian Angkutan Sedimen Pada Saluran Curam Dengan Material Dasar Halus

Abstract: Sediment transport formula available in literature were generally developed based on two common conditions, i.e.: 1). for alluvial rivers with mild slopes and small size of bed materials, and 2). for mountain rivers with steep slopes and large size of bed materials. In parctice, however, t...

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Bibliographic Details
Main Author: Perpustakaan UGM, i-lib
Format: Article
Published: [Yogyakarta] : Universitas Gadjah Mada 2001
Subjects: