processing of a fine sediment pulse after dam removal sediment budget and longitudinal trends...
TRANSCRIPT
Processing of a Fine Sediment Pulse after Dam Removal
Sediment Budget and Longitudinal Trends
Chiloquin Dam Removal – Sprague RiverMatt Cox, Desiree Tullos, Cara Walter
Objectives
• Develop a preliminary sediment budget for the Chiloquin Dam removal location from pre removal (2008) to 2 years post removal (2010)
• Examine longitudinal trends in the processing of the fine sediment pulse.
Topography/Bathymetry • 2006,2007, 2008, 2009,2010 ADCP• 2008 ,2009 and 2010 GPS RTK
Ground Surveys
Sediment• riffles - pebble counts• SSC collected by Klamath Tribes and
USGS
Turbidity, discharge, and stage USGS gage (#11501000) on the Sprague RiverUSGS gage (#11502500) on the Williamson River
Methods:Field Data Collection
Methods: Discharge, Turbidity, and SSC Sampling Upstream – USGS Gauge 11501000
Methods: Estimation of Suspended Sediment Concentration
Turbidity vs. SSC at Sprague River near Chiloquin (US of reservoir)
N = 66 samples
Turbidity vs. SSC at Williamson River below Sprague River near Chiloquin (DS of reservoir)
N = 48 samples
Methods: Reservoir erosion
• Repeat cross sections in 2008, 2009 and 2010
• Volume change calculated from differences in reoccupied cross-sections
Methods: Surfacing and GCD uncertainty
1. Difference DEMs
2. Filter by uncertainty
3. Filter by spatial coherence
4. Extract cells of erosion and deposition
Wheaton, J. M., Brasington, J., Darby, S. E. and Sear, D. A. (2010), Accounting for uncertainty in DEMs from repeat topographic surveys: improved sediment budgets. Earth Surface Processes and Landforms, 35: 136–156. doi: 10.1002/esp.1886
-
Results:Longitudinal trends in Sediment Deposition
Results: Reservoir Erosion Volume evacuated
from Reservoir (m3) Mass of sediment evacuated from reservoir (metric tons – r sediment = 1601kg/m3)
WY 2009 2295 3673 (6.8%) WY 2010 1047 1676 (3.1 %) Total 3342 5349 (9.9%)
Results: Annual Suspended Sediment Load
Yearly suspended sediment discharge (in metric tons) above and below the siteof the Chiloquin Dam removal
Site WY 2008 (Nov 16th – Sept 30th)
WY 2009 WY 2010 (Oct 1st to Aug 24th)
During the period of drawdown and in-stream work
(Aug 8th 2008 to Aug 20th 2008)
Upstream: Sprague NR Chiloquin (USGS 1150100)
9200 5250 3900 26
Downstream: Williamson BLW Sprague NR Chiloquin (USGS 11502500)
9600 7450 5250 73
Difference 400 2200 1350 47
Results: Downstream Differenced DEMs Sprague River Analysis Units
Results: Downstream Net Volume Change- Sprague River Analysis Units
Results: Downstream Differenced DEMsWilliamson River Analysis Units
Results: Sediment Volume deposited in Pool Analysis Units
2008-2009 2008-2010Pool 1 -48 298Pool 2 60 517Pool 3 788 3274Pool 4 27 1352
Pool 1 131 1590Pool 2 -470 1487Pool 3 -15 829
Sprague Pool Units
Williamson Pool Units
Volume Changes in Sprague and Williamson Pool Analysis Units (cubic meters)
Chiloquin Dam Removal Sediment Preliminary Sediment Budget 2008 - 2010
Upstream Boundary - SSC from turbidity
Downstream Boundary - SSC from turbidity
DS Deposition - DEM differencing
Reservoir Erosion - Volume change from repeat XS surveys
Conclusions
• Sprague and Williamson Rivers are still processing the pulse of sediment input by the Chiloquin Dam Removal.
• Pool filling has been observed in both 2009 and 2010. Very little pool scour was observed.
• Basin wide trends may be partially obscuring the sediment signal of the removal.
• The suspended sediment signal from the drawdown event was very small compared to annual suspended sediment loads.
Future work – Links to Habitat data
• Reach scale habitat and invertebrate data (EPA EMAP protocol) collected in 2008, 2009 and 2010.
• Movement of endangered fish – USGS telemetry study ongoing.
Acknowledgements
• Dr. Desiree Tullos• Cara Walter• Summer Field Techs– Greg Woloveke, Kaileen Amish, Ryan Caruso,
Adam Wyborny, Meredith Cavanaugh