The Effect of the Changing Dynamics of the Conowingo Dam on the Chesapeake Bay Mukhtar Ibrahim and Karl Berger, COG staff Water Resources Technical Committee.

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Presentation transcript:

The Effect of the Changing Dynamics of the Conowingo Dam on the Chesapeake Bay Mukhtar Ibrahim and Karl Berger, COG staff Water Resources Technical Committee March 6, 2015

Why This Presentation CBPC presentation by Bruce Michael, Maryland DNR, at January 2015 CBPC meeting Based on LSRWA report/ request to relicense dam by Exelon http://bit.ly/LSRWA Issue Has Policy Implications Clean Chesapeake Coalition CBPC Action: direct WRTC to track issue; report back to CBPC on any policy recommendations Today’s presentation: Provide technical details; outline potential policy recommendations Slide 2

Outline Slides 1 – 3 Intro Slides 4 – 7 Background information on dam issue Slides 8 -14 LSRWA technical findings Slides 15 – 19 Policy implication; COG’s next steps Slide 3

Draft Assessment Report Released in October LSRWA Findings Deposition and scouring rates are different than previously understood Under TMDL attainment levels of load reduction, not addressing the changing dynamics of the dam would result in not meeting water quality standards in 3 of the Bay’s 92 tidal water segments The non-attainment would result from the nutrients associated with the increase in sediment fluxes over the dam, not directly from the sediments themselves The vast majority of the nutrients and sediment flowing over the dam come from upstream sources, not scouring Dredging or other types of dam operational adjustments cannot offset the impact of increased scouring at realistic levels of investment Upstream source control is more effective (summarized from LSRWA FAQ document, pages 3-4) Slide 4

Background Information Flow in lower Susquehanna impacted by series of 3 dams Safe Harbor (PA) Holtwood (PA) Conowingo (MD) -- largest and last one to reach dynamic equilibrium.

Susquehanna’s Loads to the Bay – as Share of All Monitored Loads From 1985 to 2013, as % of all monitored freshwater flows to the Bay, the Susquehanna River contributed: 60% of the fresh water 67% of the nitrogen 46% of the phosphorus 47% of the sediment COG staff analysis: Data from USGS river input monitoring stations, accessed at: http://cbrim.er.usgs.gov Others= Rappahannock, Appomattox, Pamunkey, Mattaponi, and Patuxant Slide 6

Susquehanna’s Loads to the Bay – as Share of All Loads As % of total loads to Bay (CBP WSM results for 2012 scenario) As % of total loads at RIM stations (1985-2013 average from monitoring data ) 47% of freshwater flow 41% of TN 25 % of TP 27% of TSS 60% of freshwater flow 67% of TN 46% of TP 47% of TSS Of these loads, USGS and USACE scientists estimate that, as a long-term average, 20 -30 % of the loads derive from scouring of the sediments in the dams; the rest derive directly from upstream sources. Slide 7

Dam System Now in “Dynamic Equilibrium” Dynamic equilibrium indicates a balance between sediment inflow and outflow over a long period of time. During high flow or storm events, the sediment and associated nutrients behind the dam are scoured and deposited downstream. That leaves storage capacity behind the dam, into which new sediment and nutrients can accumulate until the next scouring event. Slide courtesy of Bruce Michael, MD DNR Slide 8

Changing Nutrient, Sediment Dynamics at Higher Flows Data from Hirsch, R.M., 2012, “Flux of Nitrogen, Phosphorus, and Suspended Sediment from the Susquehanna River Basin to the Chesapeake Bay during Tropical Storm Lee, September 2011, as an Indicator of the Effects of Reservoir Sedimentation on Water Quality,” U.S. Geological Survey Scientific Investigations Report 2012–5185

Impact on Load Trends WRTDS estimated annual flux of total phosphorus and suspended sediment by water year for the Susquehanna River at Conowingo, MD Total P trend: up 55% from 1996-2011 Suspended sediment trend: up 97 percent from 1996-2011 Data from Hirsch, R.M., 2012, “Flux of Nitrogen, Phosphorus, and Suspended Sediment from the Susquehanna River Basin to the Chesapeake Bay during Tropical Storm Lee, September 2011, as an Indicator of the Effects of Reservoir Sedimentation on Water Quality,” U.S. Geological Survey Scientific Investigations Report 2012–5185

Impact on Bottom DO Levels (based on modeling data) Computed changes in summer average bottom DO concentrations throughout Bay as a result of modeling January 96 hydrology with scour bathymetry compared to baseline scenario Uses TMDL Attainment Scenario for watershed loadings Data from LSRWA Report Appendix C Slide 11

Impact on Water Quality Standards Attainment (based on modeling data) CBP Model results indicate that impact of changing dynamics – left uncorrected – would increase nonattainment of the deep channel DO WQ standard by about one percent Source: LSRWA Report Appendix D (LWRSA scenario 21 – LSRWA scenario 3 computed change in deep channel DO for 1996-1998 hydrology period) Slide 12

Effectiveness of Dredging (based on modeling data) Dredge to achieve 1996 bathymetry Estimated Cost = $0.496 - $2.8 billion Source: LSRWA Report Appendix C Slide 13

Effectiveness of Dredging (based on modeling data) Dredge to remove average annual load (3 million cubic yards/year) Estimated cost = $15-270 million/year Source: LSRWA Report Appendix C Slide 14

Next Steps in Dam Relicensing Late 2014 Exelon relicensing decision put off for now Exelon withdrew application; agreed to help fund more studies MD and partners sponsoring more studies (increased monitoring, sediment particle analysis, fate and effect of particular nutrients) Likely outcome: Exelon gets new license; agrees to provide funds for Susquehanna watershed BMPs; no dredging or other dam system management changes Slide 15

Impact on Bay TMDL – if no dredging or dam management changes Bay Program Faces Policy Decision CBP will change nutrient, sediment dynamics of dam system in the watershed model to account for new understanding – THIS WILL AFFECT WATER QUALITY MODEL OUTPUT Under TMDL accounting, the impact on non-attainment of WQ standards must be addressed somehow Preliminary estimate: 4.4 million pounds of total nitrogen/ 0.41 million lbs of total phosphorus needed from Bay watershed as a whole or 2.4 million pounds of nitrogen / 0.27 million pounds of phosphorus from Susquehanna watershed Slide 16

Integrating LSRWA Findings into Bay TMDL Midpoint Assessment **Consideration of these new findings about Conowingo Dam are an integral component of the Chesapeake Bay TMDL midpoint assessment, a process driven by the partners with shared decisions by the partners; Results indicate that additional nutrient loadings associated with changed conditions in the lower Susquehanna River system may result in nonattainment of jurisdictions’ water quality standards associated with the Chesapeake Bay TMDL, even with full implementation of the jurisdictions’ WIPs. This information, along with additional knowledge gained from Recommendation 1 (short-term enhanced monitoring and modeling) above, should be incorporated into ongoing analyses integrated into the Chesapeake Bay TMDL to reflect new loadings, and allocate the additional offset reductions needed to fully attain the jurisdictions’ water quality standards. CBPC follow-up to CBP partners CBPC input to CBP partners Slide courtesy of Bruce Michael, MD DNR WRTC tracking, recommendation Slide 2

Recommended WRTC Action Federal, state relicensing decision (2015 or later): no COG involvement Bay Program TMDL load allocation decision (during 2017 mid-point assessment) – COG comment WRTC to track revisions to model output, non-attainment estimates, load allocation options Recommend COG support for most equitable allocation option It would be helpful to make the point that we would welcome GIS help from other states in developing Phase 6 land use datasets for their jurisdictions. Only Maryland has attempted this. Delaware originally expressed some interest in developing the Phase 6 land uses but has not done anything to date other than deliver data to us. The CBP Land Data Team will produce the Phase 6 land use dataset and overlays if states don’t want to do so themselves. However we could still use help developing the base layers like tree canopy, impervious surfaces, parcel coverages, and an urban mask. Slide 18

For More Information Draft LWRSA Report Available http://bit.ly/LSRWA USGS Conowingo report http://pubs.usgs.gov/sir/2012/5185/ Bruce Michael COG presentation http://www.mwcog.org/uploads/committee-documents/ZF1XW1Zc20150114085202.pdf COG staff contacts: Karl Berger, kberger@mwcog.org Mukhtar Ibrahim, mibrahim@mwcog.org Slide 19