Use of Sediment Rating Curves and Optical Backscatter Data to Characterize Sediment Transport in the Upper Yuba River Watershed, California, 2001–03
By Jennifer A. Curtis1, Lorraine E. Flint1, Charles N. Alpers1, Scott A. Wright2 and Noah P. Snyder3
U.S. Geological Survey Scientific Investigations Report  2005–5246 , published 2006.
Table 5
Measured bed load and predicted bed-load transport rates for two sites along Shady Creek in the upper Yuba River watershed, California.
[See figure 6 for location of sampling sites. ft3/s, cubic feet per second; tons/day, tons per day]
      Predicted bed-load transport rates (tons/day) 
Sampling locationSample numberDateTimeStreamflow (ft³/s)Measured bed-load transport (tons/day)Rust Pit rating curveShady Road rating curveRatio (predicted/measured)¹
Rust PitRP-1a02/17/0209:0010     0.7   0.2    29     
 RP-1b02/17/0209:1013     0.8   0.5    63     
 RP-2a04/28/0311:2022     14.3   2.3    16     
 RP-2b04/28/0311:3028     16.8   4.6    27     
Above Old Hwy 49 BridgeH49-1a02/25/0411:15191     289.9    817.3   282     
 H49-1b02/25/0411:50196     480.5    817.3   170     
 H49-2a02/25/0414:40201     487.9    980.2   201     
 H49-2b02/25/0415:09207     267.7    980.2   366     
 H49-3a02/26/0415:4066     94.2    134.4   143     
 H49-3b02/26/0416:1672     214.4    134.4   63     
 H49-4a02/26/0410:0177     126.3    224.5   178     
 H49-4b02/26/0410:1980     89.2    224.5   252     
1Bed-load transport rates at the Above Old Hwy 49 Bridge site were predicted using the Shady Road rating curve