Coupling Models for Canal and Wetland Interactions in the South Florida Ecosystem

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Identification_Information:
Citation:
Citation_Information:
Originator: Raymond W. Schaffranek
Publication_Date: Unpublished material
Title:
Coupling Models for Canal and Wetland Interactions in the South Florida Ecosystem
Publication_Information:
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Description:
Abstract:
A complex network of canals, levees, and control structures, designed to control flooding and provide a continuous supply of fresh water for household and agricultural use, has altered naturally occurring flow patterns through the Everglades and into Florida Bay. Quantification of dynamic flow conditions within the south Florida ecosystem is vital to assessing implications of the residence time of water, potentially nutrient-enriched (with nitrates or phosphates) or contaminant-laden (with metals or pesticides), that can alter plant life and affect biological communities. Improved numerical techniques are needed not only to more accurately evaluate discrete forces governing flow in the canals and wetlands but also to analyze their complex interaction in order to facilitate coupled representation of transport processes. Flow and transport processes are integrally linked meaning that precise quantification of the fluid dynamics is required to accurately evaluate the transport of waterborne constituents. Robust models that employ highly accurate numerical methods to invoke coupled solution of the most appropriately formulated and representative equations governing flow and transport processes are needed. Through strategic use of a model, cause-and-effect relations between discharge sources, flow magnitudes, transport processes, and changes in vegetation and biota can be systematically investigated. The effects of driving forces on nutrient cycling and contaminant transport can then be quantified, evaluated, and more effectively factored into the development of remedial management plans. A well-developed model can be used to evaluate newly devised plans to improve freshwater deliveries to Florida Bay prior to implementation.
Purpose:
Significant canal and wetland flow exchanges can potentially occur along the southwest overbank area of canal C-111 between hydraulic control structures S-18C and S-197. This coupled flow system is of particular concern to restoration efforts in that it provides a pathway for fresh water to nearshore embayments in Florida Bay. New construction modifications and operational strategies proposed for C-111 under the Central and Southern Florida "Restudy" Project are intended to enhance sheet flow to these subtidal embayments. The objectives of this project are to (1) develop numerical techniques and algorithms to facilitate the coupling of existing generic models for improved simulation of canal and wetland interactions, (2) translate recent findings of ongoing process studies within the South Florida Ecosystem Program (SFEP) into new mathematical formulations, empirical expressions, and numerical approximations to enhance generic simulation model capabilities for the south Florida ecosystem, (3) investigate new instrument capabilities and field deployment approaches to collect the refined data needed to identify and quantify the important flow-controlling forces and landscape features for model implementation, (4) integrate process-study findings and the results of physiographic mapping and remote sensing efforts specific to the C-111 basin into a numerical simulation model of the interconnected canal and wetland flow system, and (5) use the resultant model and data to study, evaluate, and demonstrate the significance of driving forces relative to controlling flow exchanges between canal C-111 and its bordering wetlands.
Supplemental_Information: none
Time_Period_of_Content:
Time_Period_Information:
Range_of_Dates/Times:
Beginning_Date: 1996
Ending_Date: 1999
Currentness_Reference: Publication date
Status:
Progress: in work
Maintenance_and_Update_Frequency: unknown
Spatial_Domain:
Bounding_Coordinates:
West_Bounding_Coordinate: -80.60
East_Bounding_Coordinate: -80.40
North_Bounding_Coordinate: 25.35
South_Bounding_Coordinate: 25.25
Keywords:
Theme:
Theme_Keyword_Thesaurus: none
Theme_Keyword: Flow patterns
Theme_Keyword: Modeling
Theme_Keyword: Numerical flow models
Theme_Keyword: Nutrient loading
Theme_Keyword: Freshwater inflow
Theme_Keyword: Tidal effects
Theme_Keyword: Salinity
Theme_Keyword: Hydraulic control structures
Theme_Keyword: Contaminant transport
Place:
Place_Keyword_Thesaurus: none
Place_Keyword: Central Everglades
Place_Keyword: Florida Bay
Place_Keyword: Joe Bay
Place_Keyword: C-111 canal
Place_Keyword: Dade County
Place_Keyword: Long Sound
Place_Keyword: Everglades National Park
Access_Constraints: none
Use_Constraints:
Data, both currently being analyzed and collected, will be made available for individual use but cannot be used in publication without permission of the project chief. Upon completion of evaluation and verification, data will be published in open file reports. Data will also be stored in Division or Ecosystem Program databases as these are brought online.
Point_of_Comments and suggestions? Contact:
Contact_Information:
Contact_Person_Primary:
Contact_Person: Raymond W. Schaffranek
Contact_Organization: U.S. Geological Survey
Contact_Position: Hydrologist
Contact_Address:
Address_Type: mailing address
Address: U.S. Geological Survey
Address: 430 National Center
City: Reston
State_or_Province: VA
Postal_Code: 20192
Contact_Voice_Telephone: 703 648 5891
Contact_Facsimile_Telephone: 703 648 5484
Contact_Electronic_Mail_Address: rws@usgs.gov
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Native_Data_Set_Environment:

Data_Quality_Information:
Logical_Consistency_Report: not applicable
Completeness_Report: not applicable
Lineage:
Process_Step:
Process_Description:
Flow behavior and transport properties in low-relief environments such as south Florida are complex. Flows from canals to neighboring wetlands and reciprocal runoff flows are the combined result of hydraulic, inertial, and meteorological forces. Because velocities are extremely low, water movement is highly susceptible to external forces. Wetlands adjacent to Florida Bay also are subject to tidal effects that further complicate flow analyses. Flow-distribution analysis for the drainage basin of the C-111 canal is particularly complex. A control structure, referred to as S-18C, approximately 3.4 km south of the juncture of canals C-111 and C-111E regulates freshwater inflows to the lower C-111 canal. A multiple-gated structure, referred to as S-197, approximately 10.8 km south of S-18C regulates outflows from the canal and prevents saltwater intrusion from Florida Bay. A series of 11 six- foot diameter corrugated-steel pipes, with removable stop-risers, line the northeast bank of the canal and act as culverts permitting controlled flow exchanges with wetlands to the northeast. Spoil mounds with intermittent gaps that previously existed along the southwest bank of the canal were entirely removed in 1996-7 as part of the new "Restudy" restoration effort. The overbank area was also stripped of vegetation and systematically graded in an effort to enhance shallow surface-water flow, referred to as sheet flow, to nearshore embayments of Florida Bay.

In order to effectively implement a model of the C-111 flow system it is essential to quantify its relevant flow-controlling properties. Special projects of the SFEP, such as the High Density Elevation Data Collection, Land Characterization from Remote Sensing, Vegetation Classification, and High Resolution Bathymetry projects, are employing advanced mapping techniques and products to collect and interpret data defining topographic patterns and land-surface features. Road embankments, canal levees, and overbank areas and features such as culverts, canal geometry, and hydraulic-control structures are being surveyed by precise laser-leveling methods and referenced to common horizontal and vertical datums. Mangroves and other areas of dense vegetation that present unique mapping difficulties are being mapped by newly developed and refined helicopter-based GPS techniques. In addition, flow levels and rates, needed for model calibration and for the conduct of numerical simulations, are being determined by other SFEP projects, such as the Freshwater Discharge to Florida Bay and Flow Transect Measurement projects, using conventional and advanced acoustic instrumentation and methods.

The capability of a mathematical model to simulate flow and transport in a complex environment such as the south Florida ecosystem is highly dependent on its representation of important forces and processes. The generic model being enhanced and further developed for the wetlands of the south Florida ecosystem numerically solves the vertically-integrated equations of mass, momentum, and constituent transport in shallow bodies of water. The model accounts for wetting and drying due to hydrologic and hydraulic processes and allows for the hydraulic controls of culverts, structures, and other physical flow barriers. Of particular concern in the C-111 flow system are representation of precipitation from rainfall, frictional effects due to vegetation, driving forces of winds, and losses by evapotranspiration and ground-water infiltration. New techniques for expressing these processes in the generic simulation model are being investigated and data-collection efforts by complementary projects of the SFEP, such as the Vegetative Resistance to Flow, Wind Effects on Flow, Evapotranspiration Measurements, and SW/GW Exchange projects, are seeking improved equation representations founded on field-defined parameters. As new expressions for these processes are defined, numerical approximations are developed and validation tests are conducted against field-measured parameters. Tests are typically also made using known analytical solutions if existent and, eventually, using fine-scale grids of limited canal and wetland areas for which detailed data can be collected and controlled numerical experiments designed.

Comprehensive sets of data are required for model implementation, process definition, boundary-condition resolution, and calibration. Data defining the physical properties and hydrologic processes of the C-111 flow system are presently being compiled, evaluated, and processed for model development-these include data sets describing vegetation characteristics; wetland elevations; canal geometry; embayment bathymetry; hydraulic control features such as road embankments, canal levees, culverts; etc. Flow data are also being collected to yield a set of hydraulic conditions that is representative of the range of flow exchanges between C-111 and wetlands to the southwest. These data are collected along 9-12 transect lines normal to the canal beginning at culvert and other strategic features and extending 1.5 km into the wetlands. Flow velocities are measured using portable acoustic meters, having accuracies of less than 1 mm/sec, retrofitted with advanced electronic compasses to geodetically reference flow directions. Concurrently, data defining critical hydrologic processes are also collected and(or) compiled from local field monitoring stations operated by other SFEP projects, State, or Federal Agencies. All of these data sets are being consistently referenced, systematically organized, and universally transformed into areal coverages for visualization and interpretation within the context of a GIS system being developed and enhanced specifically in support of model development and implementation.

Process_Date: not complete
Process_Comments and suggestions? Contact:
Contact_Information:
Contact_Person_Primary:
Contact_Person: Raymond W. Schaffranek
Contact_Organization: U.S. Geological Survey
Contact_Position: Project chief
Contact_Address:
Address_Type: mailing address
Address: U.S. Geological Survey
Address: 430 National Center
City: Reston
State_or_Province: VA
Postal_Code: 20192
Contact_Voice_Telephone: 703 648 5891
Contact_Facsimile_Telephone: 703 648 5484
Contact_Electronic_Mail_Address: rws@usgs.gov

Distribution_Information:
Distributor:
Contact_Information:
Contact_Person_Primary:
Contact_Person: Raymond W. Schaffranek
Contact_Organization: U.S. Geological Survey
Contact_Position: Project chief
Contact_Address:
Address_Type: mailing address
Address: U.S. Geological Survey
Address: 430 National Center
City: Reston
State_or_Province: VA
Postal_Code: 20192
Contact_Voice_Telephone: 703 648 5891
Contact_Facsimile_Telephone: 703 648 5484
Contact_Electronic_Mail_Address: rws@usgs.gov
Resource_Description:
Distribution_Liability: The data have no explicit or implied guarantees.
Standard_Order_Process:
Digital_Form:
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Computer_Contact_Information:
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Fees:

Metadata_Reference_Information:
Metadata_Date: 19980826
Metadata_Comments and suggestions? Contact:
Contact_Information:
Contact_Person_Primary:
Contact_Person: Jo Anne Stapleton
Contact_Organization: U.S. Geological Survey
Contact_Address:
Address_Type: mailing address
Address: 521 National Center
City: Reston
State_or_Province: VA
Postal_Code: 20192
Contact_Voice_Telephone: 703 648 4592
Contact_Facsimile_Telephone: 703 648 4614
Contact_Electronic_Mail_Address: jastapleton@usgs.gov
Metadata_Standard_Name: FGDC Content Standard for Digital Geospatial Metadata
Metadata_Standard_Version: 19940608

Generated by mp on Tue Sep 01 13:33:13 1998