Abstract
Field data are used to study the size distribution of bedload in paved gravel-bed streams. Similarity analysis yields the results that all grain size ranges are of approximately equal transportability when the critical condition for breaking the pavement is exceeded. A method for calculating bedload size distribution that accounts for deviation from similarity is developed.-from ASCE Publications Abstracts
| Original language | English (US) |
|---|---|
| Pages (from-to) | 544-571 |
| Number of pages | 28 |
| Journal | Journal of the Hydraulics Division - ASCE |
| Volume | 108 |
| Issue number | HY4 |
| State | Published - 1982 |
| Externally published | Yes |
ASJC Scopus subject areas
- Engineering(all)