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Lower Susquehanna River Reservoir System Bathymetry In cooperation with - Pennsylvania Dept. of Environmental Protection  		        - Susquehanna River Basin Commission 		        - Lower Susquehanna River Keeper
Problem / Background ,[object Object]
   Approximately 55-60% of the sediment and 40% of 	the phosphorus is being trapped
  Revised estimate in 2001 of 25-30 years of 	remaining sediment storage capacity (SSC)
  At capacity sediment and phosphorus loads may 	increase significantly to the upper 	Chesapeake Bay,[object Object]
  Provide updated estimates of remaining capacity for 	sediment storage
  Provide information useful to consider appropriate 	management options,[object Object]
Courtesy Exelon Corp.
Susquehanna River Sediment Transport ,[object Object]
  Reservoir Transport and Dynamics	- importance 	- implications for predicting reservoir capacity ,[object Object],[object Object]
Current “trends” in sediment loads Long-term AVG  (1980-1999) (3.2 Mt in, 1.2 Mt out, 55% trap w/scour) From 2000-2008 (avg 3.1 Mt in, 1.2 Mt out, 55% trap w/scour)
Estimated Sediment Loads to Reservoirs 1900-2008
Streamflow Hydrograph 01578310 - Susquehanna  River at Conowingo, 1996-2008 Hurricane Ivan 390,000 cfs (scour threshold)
Predicted Sediment Scour vs. Flow 30 Scour estimates 95th percentile 25 tons) 95th percentile Expon. (Scour estimates) 1972 20 15 Predicted scour (millions of  1996 10 2004 Ivan 5 1975 0 300 400 600 700 800 900 1,000 1,100 1,200 500 Instantaneous Flow (times 1,000)
Wendy McPherson  (USGS) - 9/20/04
Hurricane Ivan – September 2004 Susquehanna River Bay Bridge
Delta (sand) Density current (Silts) Fine sediments (silts & clays) Idealized Reservoir Sediment Dynamics Turbid inflow Floating Debris Water Surface Relatively clear water (clay) Sluiceway
CurrentBathymetry 2008 Safe Harbor Dam (Lake Clarke)
Safe Harbor Dam (Lake Clarke)  ,[object Object]
  Total 92 M tons
  Deepest areas near the     	dam (turbine and 	spill gates) and 	along an old 	canal,[object Object]
Holtwood Dam (Lake Aldred)  ,[object Object]
  Total 14 M tons
  Deepest areas near 	sides of natural 	narrow channels 	(hydraulic scour 	areas)
  Notice sediment 	depths near dam ,[object Object]
Conowingo Dam  (Conowingo Reservoir) ,[object Object]
  Total 174 M tons

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Conowingo Presentation- USGS

  • 1. Lower Susquehanna River Reservoir System Bathymetry In cooperation with - Pennsylvania Dept. of Environmental Protection - Susquehanna River Basin Commission - Lower Susquehanna River Keeper
  • 2.
  • 3. Approximately 55-60% of the sediment and 40% of the phosphorus is being trapped
  • 4. Revised estimate in 2001 of 25-30 years of remaining sediment storage capacity (SSC)
  • 5.
  • 6. Provide updated estimates of remaining capacity for sediment storage
  • 7.
  • 8.
  • 9.
  • 11.
  • 12.
  • 13. Current “trends” in sediment loads Long-term AVG (1980-1999) (3.2 Mt in, 1.2 Mt out, 55% trap w/scour) From 2000-2008 (avg 3.1 Mt in, 1.2 Mt out, 55% trap w/scour)
  • 14. Estimated Sediment Loads to Reservoirs 1900-2008
  • 15. Streamflow Hydrograph 01578310 - Susquehanna River at Conowingo, 1996-2008 Hurricane Ivan 390,000 cfs (scour threshold)
  • 16. Predicted Sediment Scour vs. Flow 30 Scour estimates 95th percentile 25 tons) 95th percentile Expon. (Scour estimates) 1972 20 15 Predicted scour (millions of 1996 10 2004 Ivan 5 1975 0 300 400 600 700 800 900 1,000 1,100 1,200 500 Instantaneous Flow (times 1,000)
  • 17. Wendy McPherson (USGS) - 9/20/04
  • 18. Hurricane Ivan – September 2004 Susquehanna River Bay Bridge
  • 19. Delta (sand) Density current (Silts) Fine sediments (silts & clays) Idealized Reservoir Sediment Dynamics Turbid inflow Floating Debris Water Surface Relatively clear water (clay) Sluiceway
  • 20. CurrentBathymetry 2008 Safe Harbor Dam (Lake Clarke)
  • 21.
  • 22. Total 92 M tons
  • 23.
  • 24.
  • 25. Total 14 M tons
  • 26. Deepest areas near sides of natural narrow channels (hydraulic scour areas)
  • 27.
  • 28.
  • 29. Total 174 M tons
  • 30. Total storage 204 M tons (SSC)
  • 31. Approx 30 Mt remain
  • 32.
  • 33. Conowingo 3-D Longitudinal Profile Distancebelow surface, in feet Pa/Md state line 0 5 10 15 20 25 30 35 40 Distance upstream (feet times 10,000)
  • 34. Loss of sediment-storage capacity with time
  • 35. SSC Predictions From 1996-2008, 14.7M tons deposited Approximately 30M tons remain before SSC Predictions at steady state -- 15-20 years Predictions with future change - decrease transport (3.2 to 2.5), add 5 years - statistically expected scour removal, add 5 years - trapping efficiency of 55%, add 0 years 25-30 years with future change
  • 36.
  • 37. Less scour producing events resulting in slightly lower sediment transport to upper BAY
  • 38. Remaining capacity of 30M tons
  • 39. Under current conditions, 15-20 years to SSC
  • 40. Could be extended to 25-30 years considering future scenarios
  • 41.
  • 42. USACE new study
  • 43. Reconvene the Sediment Task force (STF)
  • 44. Some solutions under consideration include (from STF) - reservoir sediment removal - reduce sediment transport from source areas (BMP’s stream stabilization, wetlands, buffers, etc.) - use of floodplains to dissipate stream energy and store sediment
  • 45. The ultimate DESTINY of all reservoirs is to fill with sediment - Linsley and others, 1992 Thank You

Editor's Notes

  1. Completed in 1931, design capacity of 150,000 acre ft, newest of the 3 dams, dam height is 80’
  2. Completed in 1910, design capacity of 60,000 ac ft, dam height is 60’
  3. Most downstream, completed in 1928, design capacity of 300,000 ac ft., dam height is 110’