Scientific Investigations Report 2011–5041
Figure 39. Effect of grain size, slope, water depth, and flow on annual bedload transport capacity. Sensitivity trials conducted for Umpqua Sand and Gravel Bar (FPKM 171.4) for water year 1999 used the Parker (1990a,b) equation. |
First posted September 29, 2011 For additional information contact: Part or all of this report is presented in Portable Document Format (PDF); the latest version of Adobe Reader or similar software is required to view it. Download the latest version of Adobe Reader, free of charge. |