Background
Information
According
to a U.S. Bureau of Sport Fisheries and Wildlife report, California had
lost approximately 67 percent of its wetlands habitat at the close of World
War II (U.S. Army, 1975), and by the mid-1980's only 9 percent of its historic
wetlands were remaining(Mitchell, 1992). Vast arrays of levee systems and
dikes have claimed marsh wetlands for salt production, agricultural, and
urban uses. The restoration of these tidal wetlands is of crucial environmental
significance to provide habitat for the staging and wintering of shore
birds, as well as for a number of state and federal endangered and threatened
animals. A clear understanding of the marsh hydrodynamics(including the
flow patterns and rates, channel sizes and locations) and water quality
constituents(suspended solids concentration, dissolved oxygen, pH, chlorophyll
concentration) is essential to the restoration process.
In the San Francisco Bay region, there are various areas that have been
identified as locations for wetlands restoration projects. One area is
the Napa/Sonoma Marsh Complex, which comprises approximately 48,000 acres
and is located immediately to the north of San Pablo Bay, part of northern
San Francisco Bay. The complex is bounded on the east by the Napa River,
to the south by San Pablo Bay, to the west by Sonoma Creek, and with a
northern extent to State Highway 12. This complex is subdivided by a system
of levees and sloughs, with a major portion of this area(14,000 acres)
comprised by the former salt-forming evaporator ponds. Water quality is
particularly relevant as the marsh complex is located at the focal point
of a number of important water quality stresses. These include the adjoining
disposal site from the recently decommissioned Mare Island Naval Shipyard,
discharges from the Sacramento/San Joaquin river system, and the close
proximity to a number of oil refineries.
Project
Goals
The goal of this proposed
research is to acquire field measurements and to numerically model various
wetland restoration alternatives for the former salt evaporator ponds,
including the adjacent portions of the Napa River and Sonoma Creek as boundary
conditions. This data will first be used to determine a conceptual model
of the complex which will describe such effects as effective sediment transport
and tidal excursions. This conceptual model will be used to develop scenarios
for the restoration of the salt ponds, such as the determination of levee
breach locations. Then, a numerical model will be used to simulate the
levee breaches and determine the extent of such factors as sediment deposition
rates, salinity ranges, expected dissolved oxygen content, and tidal elevations.
The field data will also be used to validate the numerical modeling.
Collaborating
Institutions
U.S.
Geological Survey
U.S.E.P.A. Region 9
California Coastal Conservancy
California Department of Fish and Game
U.S. Geological Survey
U.S. Fish and Wildlife Service
Map of site names
and locations
Shore station at CAN
site
USGS "Mudslinger"
at CAN site preparing for deployment of S4
S4 Velocimeter
Seabird Profiler
OEI Temperature Logger
San Francisco Baylands
Tidal Outlay
CTDO
Velocity
S4
Sontek ADP
RDI ADCP
Pressure/Temperature
OEI 9100
Profiler
Seabird SBE 25 CTDO, pH, D.O., Fluorometer
Flow Record of Napa River(Table Format)
Flow Record of Napa River(Plot)
Direct e-mail to John Warner at jcwarner@ucdavis.edu
Direct
e-mail to S. Geoffrey Schladow at gschladow@ucdavis.edu