Development of an Everglades Slough Vegetation Performance Measure

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Development of an Everglades Slough Vegetation Performance Measure Greater Everglades Ecosystem Restoration Conference July 31, 2008 Michael S. Zimmerman 1, Jennifer H. Richards 2, Gregg Reynolds 1, Tiffany Troxler 2, Alicia LoGalbo 1 1 South Florida Natural Resources Center Everglades and Dry Tortugas National Park Homestead, FL 2 Department of Biological Sciences Florida International University Miami, FL

Methods Conducted extensive review of scientific studies Performed mesocosm studies Developed metrics and targets Based Performance Measure (PM) targets on the best available scientific data Incorporated meteorological variability into scientific PM target Selected current ridge and slough indicator regions (IRs) for PM application Performed Combined Structural and Operating Plan (CSOP) and Draft Tamiami Trail Limited Reevaluation Report (LRR) analysis

Slough Vegetation Suitability Hydrology for white water lily/slim spikerush ~365 hydroperiod ~2.0-3.28 ft depth Conti and Gunther 1984 Welch et al. 2004 Cohn et al. 2004 Powers 2005 Richards 2007 David 1996 Goodrick 1974

Why is white water lily suitability a good indicator? (Debra Willard (USGS) South Florida Information Access http://sofia.usgs.gov/sfrsf/rooms/historical/soil s/past.html) (Saunders et al. 2007) WCA-3B NE-SRS SRS-2 SRS-3 SRS-4 ~ 1900 initiation seeds cmof -3 Drainage seeds cm -3 seeds cm -3 seeds cm -3 seeds cm -3 0 0.0 0.2 0.4 1.0 0.0 0.2 0.4 2.0 0.0 0.2 0.4 0.0 0.2 0.4 0.0 0.2 0.4 5 depth (cm) 10 15 20 25 30 35

REMAP Data: Current Water Lily Distribution and Abundance 1999 2005 (Stober et al, 2001) (Richards et al, in press)

Experimental Tank Design 3 water levels: Shallow - 30 cm (~1 ft) depth Medium - 60 cm (~2 ft) depth Deep - 90 cm (~3 ft) depth 3 replicate plants per depth 9 tanks 30 cm 60 cm 90 cm

Root Productivity, Water Level Experiment Harvested Cores Root In-growth Bags Initial Biomass Change in Biomass Final Biomass Root Productivity Rate Treatment Water Level cm mg se mg cm -3 se mg cm -3 se mg cm -3 d -1 se Water Level 30 10.25 1.98 0.228 0.042 0.330 0.056 0.011 0.002 60 20.12 1.88 0.424 0.041 0.407 0.051 0.014 0.002 90 18.36 2.22 0.395 0.053 0.736 0.089 0.025 0.003

White water lily flowers counted in three water depth treatments. Values represent means per pot ± 1 SE (n = 9). cumulative # flowers / pot 2.0 1.5 1.0 0.5 30 cm 60 cm 90 cm 0.0 7/14/2006 7/28/2006 8/11/2006 8/25/2006 9/8/2006 date (Saunders et al, 2008)

Summary of white water lily mesocosm studies Root biomass and seed production is significantly higher at 60 cm and 90 cm than 30 cm. Flower production is significantly higher at 90 cm than 60 cm and 30 cm respectively. Physiologic impacts are significantly higher with drydown events of duration below 21.3 cm.

Estimated hydrologic optima for slough vegetation Experimental/Field Study Targets: Continuous hydroperiod ~365 days/year Wet season maximum depth ~3.0 ft Continuous dry down events ~ < 0.7 ft minimal events Dry season minimum depth ~ 1.0 ft PM Metric Targets: Continuous hydroperiod ~365 days/year Continuous dry down events ~0.7 ft minimal events Wet season average depth and dry season average depth were used since the SFWMM 2X2 best simulates seasonal averages. - Normal wet season average depth ~2.25+ ft; no penalty for higher depths - Normal dry season average ~2.0 ft

How was the Slough Vegetation PM Target Obtained? Based on the hydrologic optima for white water lily and slim spikerush. Used Natural System Model (NSM) 4.6.2 to simulate temporal variability. Generated frequency distributions for hydrologic metrics in the NSM 4.6.2 ridge and slough IR cells. Selected the IR cell with the hydrologic conditions that most closely matched the slough vegetation hydrologic optima to generate the PM target. Result: The PM target is the empirical frequency curves from NSM that most closely match our slough vegetation hydrologic optima. These frequency curves are then evaluated at cells in defined ridge and slough IRs (IRs 110-133).

Continuous Hydroperiods for CSOP Alternatives at IR129

Continuous Drydowns below 0.7 feet for CSOP Alternatives at IR129

Dry Season Average depths for CSOP Alternatives at IR129 Dry season minimums are preferable as a metric, but simulation of dry season averages will be more reliable.

Wet Season Average Depths for CSOP Alternatives at IR129 Although the models do a good job at simulating wet season peak depth in NESS, simulation of seasonal averages will still be more reliable.

CSOP Alternative Scores for Slough Vegetation at IR129 CSOP Alternative Scores for Slough Vegetation PM at IR129 100 90 80 Percent of Target Achieved 70 60 50 40 30 20 10 0 nsm alt7r5e alt1 alt2 alt3 alt4 alt5r

Slough Vegetation Suitability PM Results for Potential Tamiami Trail Restoration Projects Slough vegetation benefits accrue as L-29 canal stage and conveyance capacity increases 100 90 7.5 8.0 8.5 9.7 Percent Lift Relative to Skyway 80 70 60 50 40 30 20 10 Vegetation Suitability at NESRS1 and NESRS2 0 No Action Add culverts w ith sw ales 1-mile bridge Raise low points, culverts, sw ales 1-mile bridge Raise road 1-mile bridge RGRR TSP Skyw ay

Conclusions Slough vegetation hydrologic optima were identified from a comprehensive review of best available scientific studies. The estimated hydrologic optima requirements were used to build a Slough Vegetation PM. PM targets are based on the best available scientific data and frequency curves were used to provide temporal variability to targets. This PM could be applied to evaluate local project effects as well as at the GE regional level. The CSOP and LRR applications provide support that this is a viable PM that could potentially be used to evaluate ecologic benefits of other pre-cerp and CERP restoration projects.

Acknowledgements David Hallac, ENP Doug Donalson, ENP Joffre Castro, ENP Vic Engel, ENP RECOVER Greater Everglades Evaluation Team USACE SFWMD