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Patrick Tara, Jeff Vomacka, Mark Ross

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Presentation on theme: "Patrick Tara, Jeff Vomacka, Mark Ross"— Presentation transcript:

1 Monitoring Saturated and Un-saturated Zone Processes for Improving Integrated Modeling
Patrick Tara, Jeff Vomacka, Mark Ross Center for Hydrologic Modeling and Aquatic Systems Jeff Geurink, Ron Basso

2 Why Collect Data? Determine Water Budget Terms
ET budget? Vadose zone ET Groundwater ET Surface water runoff? Infiltration excess Saturation excess Baseflow flux? Surface water storage release Groundwater storage release 12/4/2018

3 Why Collect Data? Answer Fundamental
Groundwater upward flux (capillary fringe)? Vadose zone or water table recharge? Variable specific yield? Air entrapment 12/4/2018

4 Site Location F L O R I D A 12/4/2018 Hillsborough County
Reservoir Site Location Reservoir Site Location 12/4/2018

5 Instrument Locations 12/4/2018

6 Installed Instrumentation Weather
Rainfall Continuous tipping bucket rain gages (3 gages) Standard NWS manual rain gages (3 gages) Pan evaporation Wind speed / wind direction Temperature / humidity / solar radiation 12/4/2018

7 Installed Instrumentation Hydrologic
Streamflow (5 installations) Complex “V”-notched weirs Continuous stage recorders Wells Continuously recorded (12 gages) Weekly manually recorded (83 wells) Runoff test-bed (1 installed, 1 in progress) Continuous soil moisture probes (6 installations) 12/4/2018

8 Streamflow Monitoring
12/4/2018

9 Streamflow Analysis Long Flat Creek Flow and Flow Difference 12/4/2018
20 40 60 80 100 120 140 160 180 8-Jul 28-Jul 17-Aug 6-Sep 26-Sep 16-Oct 5-Nov Date Flow [cfs] -80 -60 -40 -20 Flow Difference [cfs] Upstream Downstream Flow Difference 12/4/2018

10 Well Transects 12/4/2018

11 Well Transect Data 12/4/2018

12 Runoff Test-bed Size 100ft x 20ft (30.5m x 6.1m)
Flashed to prevent inflows/outflows Gutter captures runoff Weir with continuously logged precision level gage allows accurate flow measurement Rain gage Wells Soil moisture probes 12/4/2018

13 Runoff Test-bed ATION in Feet 12/4/2018

14 Runoff Test-bed Schematic
Monitoring wells Perimeter Flashing 100’ 20’ Overland Flow Weir Soil moisture probes Gutter 12/4/2018

15 Runoff Test-bed Flow Measurement
V-Notched Weir plate Overland Flow Cross-section of runoff gutter which captures the overland flow and discharges to a weir in order to measure flow Discharge to Land Surface via conduit 12/4/2018

16 Runoff Test-bed Photographs
12/4/2018

17 Runoff Test-bed Data June 25-26, 2002 12/4/2018

18 Soil Moisture Frequency domain
Continuously monitors wetting as well as drying Captures upward flux Captures air entrapment Typical probe includes 8 transducers spaced at 10, 20, 30, 40, 50, 70, 100, 150cm below land surface 12/4/2018

19 Soil Moisture Probes Installation Photographs
12/4/2018

20 Soil Moisture Probes Photographs
12/4/2018

21 Geo-probe Soil Sampling
12/4/2018

22 Soil Texture Analysis 12/4/2018

23 Soil Moisture Profiles
PS 41 Soil Moisture Profile Response to 1.97 Inches of Rain on 2/22/02 20 40 60 80 100 120 140 160 5 10 15 25 30 35 45 Moisture (%) Depth (cm) 2/22/2002 9:50 Water Table 2/23/2002 3:20 2/23/ :00 2/24/ :00 2/26/ :00 2/28/ :00 3/1/ :00 12/4/2018

24 Soil Moisture Profiles
PS 43 Soil Moisture Profile Response to 1.97 Inches of Rain on 2/22/02 20 40 60 80 100 120 140 160 5 10 15 25 30 35 45 Moisture (%) Depth (cm) 2/22/2002 9:50 Water Table 2/23/2002 3:30 2/23/ :00 2/24/ :00 2/26/ :00 2/28/ :00 3/1/ :00 12/4/2018

25 Variable Specific Yield
y = x 2 x R = 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 1 3 4 5 depth below land surface (feet) S y Estimated Specific Yield Poly. (Estimated Specific Yield) Variable Specific Yield 12/4/2018

26 Preliminary Results Air entrapment is an important process
Event pressurization Prolonged encapsulation Specific yield is not constant (shallow water table) Small ET and recharge fluxes result in significant water table fluctuations Saturation excess is dominate runoff process Maybe controlled by air entrapment? Vadose zone moisture deficit controls recharge Rainfall intensity effects all above processes 12/4/2018

27 12/4/2018

28 Soil Moisture Profiles
PS 42 Soil Moisture Profile Response to 1.97 Inches of Rain on 2/22/02 20 40 60 80 100 120 140 160 5 10 15 25 30 35 45 Moisture (%) Depth (cm) 2/22/2002 9:50 Water Table 2/23/2002 3:30 2/23/ :00 "Water Table" 2/24/ :00 2/26/ :00 2/28/ :00 3/1/ :00 12/4/2018


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