The Role of Flow on Ridge and Slough Landscape Dynamics in Shark River Slough, Everglades National Park

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The Role of Flow on Ridge and Slough Landscape Dynamics in Shark River Slough, Everglades National Park The Role of Flow on Ridge and Slough Landscape Dynamics in Shark River Slough, Everglades National Park Lynn A. Leonard1, Daniel Childers2, Helena Solo- Gabriele3, Guoqing He3, Alexander Croft1, and Vic Engel4 1 University of North Carolina Wilmington 2 Florida International University 3 University of Miami 4 National Park Service T a Water Conservation Area 3A Water Conservation Area 3B m T ia ra m Proposed Bridges Objective: Describe how water i i l S12D S12A S12B S12C S333 L29 canal S334 flow through the vegetated ridge es and slough system influences rairi P FC l CH Mar landscape maintenance in upper SRS-ENP L31 canal L67 Ext. Levee Tram Road • Influence of human activities ENP Boundary SL • Meteorological forcing GL • Effect of Vegetation GS-33 GS-203 h BH g u lo S r e v s ie Ri ir k Response of r ra a P Development & h l S r ridge & slough a validation of GS-36 M flow models topography to future increases in flow SH1 SL: 2003 – 2005 N BH: 2003 – 2005 State Road 9336 GL: 2003 – 5 km FC: 2006 - Measurement sites (current study) Gate location CH: 2006 - USGS speed measurement station Rainfall station Water speed (cm s-1): Continuous Sampling Sites Site 2003 03-04 2004 04-05 2005 05-06 2006 06-07 2007 Wet Dry Wet Dry Wet Dry Wet Dry Wet BH 0.89 0.65 0.42 0.33 0.89 N N N N GL 1.59 0.92 0.29 0.08 1.3 0.37 0.04 0.14 0.03 SL 1.67 0.43 1.1 0.94 1.89 0.03 N N N CH Na N N N N 0.15 0.18 0.11 0.14 FC N N N N N N 0.4 0.07 0.05 N – no data 2002-2007: Transect Sites (GL, CH, FC) Flow speeds typically Slough velocity ~ -1 less than 2 cm s 1.5 X sawgrass velocities Wet season flow speeds > 0.20 cm s-1 Dry season flow speeds p < 0.0001 F(1,842) = 31.52 Dec-03 Jun-04 Dec-04 Jun-05 Dec-05 Jun-06 Dec-06 Jun-07 Dec-07 3 2 Speed Stage 2 1.8 GL 1.6 1 1.4 0 1.2 -1 1 3 2 2 BH 1.8 1.6 1 1.4 0 1.2 -1 1 3 2 2 SL 1.8 1.6 1 1.4 (cm/s) 0 1.2 (m) Water speed -1 1 3 2 CH Stage (m) 1.8 2 Stage estimated from EDEN Speed (cm/s) Speed 1.6 1 1.4 0 1.2 -1 1 3 FC 2 2 1.8 1.6 1 1.4 0 1.2 -1 1 Gate 160 100 ge discharge r 120 Rainfall 80 /s) 60 3 80 40 (mm) (m (mm) Gate 40 20 Daily rainfall Gate discha 0 0 Discharge Daily Rainfall Daily Jun - 03 Jun - 04 Jun - 05 Jun - 06 Jun - 07 No velocity data Water flow direction vs. speed 250 250 200 FC 200 150 100 150 SL 50 100 0 th r 300 50 CH 250 0 200 om no r 300 150 100 ee f r 250 50 (Clockwise) 200 0 Deg 250 150 GL 200 100 150 BH 50 100 50 0 0 00.511.522.53 00.511.5 Speed, cm/s Speed, cm/s EDEN stage contour vs. measured direction (9/15/2004) Tamiami Trail Road stage(cm) 30 CH,157o FC,206o 40 50 60 70 80 90 100 110 120 SL,194o 130 140 GL,208o 150 GS-33 160 GS-203 170 o BH,194 Dry land 180 below this line 190 200 210 220 230 240 GS-36 Stage, cm NAVD88 250 260 270 280 Water Control Structures S12A S12B S12C S12D S333-S334 stage gradient rainfall R2 CH xxx 0.10 FC xx x x 0.90 BH xxxx x x x0.52 SL xxx x x0.78 GL xxx x x 0.58 T a Water Conservation Area 3A Water Conservation Area 3B m T ia ra m Proposed Bridges i i l S12D S12A S12B S12C S333 L29 canal S334 s airie Pr FC Discharge and stage CH Marl are key factors L31 canal L31 L67 Ext. Levee Local rainfall is not significant Tram Road Tram ENP BoundaryENP SL GL GS-33 GS-203 h BH g u lo S Manning’s Eqn. Kadlec’s Eqn. β λ 1 2 / 3 1 / 2 = U = * h * S U K f * h * S f n f -1 n = 0.46 λ = 0.66, b = 2.67, and Kf = 14.44 m-1.67s Unit=cm/s Mean Std. Dev. R2 Measurement 1.18 0.66 - 3 MeasurementsMeasurements SLSL Kadlec's Eq. (2) 1.11 0.51 0.69 2 Manning Eq. (1) 1.06 0.44 0.68 Model Model 3 1:1 1 2 cm/s Model, 0 1 3 0 Measurements, cm/s BH Speed, cm/s r 2 0123 Speed (cm/s) Speed Wate 1 1 FCFC 0 0 3 GL Jun-07 Jun-06 2 Dec-06 Dec-07 1 0 Jun - 03 Jun - 04 Jun - 05 Jun - 06 Jun - 07 Vertical profiles in spikerush A. B. C. A. C. B. Vegetation Manipulations 0 0.4 0.8 1.2 1.6 10 20 Spike Rush, Utricularia, U = 0.25 cm s-1 30 and Periphyton 40 50 60 00.40.81.2 1.6 10 20 -1 30 Spike Rush ONLY U = 0.68 cm s 40 50 60 0 0.4 0.8 1.2 1.6 10 20 U = 0.78 cm s-1 30 No Vegetation 40 50 60 ANCOVA: p = 0.9295, F = 0.0081 SUMMARY Mean flow in sawgrass < spikerush Flow speed shows seasonal variations that are related to stage Flow direction is consistent and is to the SSW at higher speeds Discharge and stage are the key factors influencing flow speed; Local rainfall is not significant at any sites ~ 70% variation in flow speed is predicted by Manning and Kadlec Eqns; additional variability may be due to biomass, groundwater influence, and/or morphology The volume of floating biomass and periphyton exerts significant control over flow in sloughs Future modeling efforts should take measures of floating biomass into consideration Thank you!.
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