| Maryland's Coastal Bays |
|
| Southern Coastal Bays Water Levels | contact: Rich Ortt (rortt@dnr.state.md.us) |
by
Darlene V. Wells, Stephen VanRyswick, Richard A. Ortt, Jr., Robert D. Conkwright,
and
Katherine A. Offerman
| Download entire report, including data files in ASCII and Excel formats and reports in PDF format (2,195 kb, zipped) |
Executive Summary
Chincoteague Bay is considered to be the most pristine of the Delmarva
coastal bays.
However, recent monitoring studies of the coastal bays have documented problems with
low
dissolved oxygen (DO) in Chincoteague Bay. In order to identify the cause of the low
DO,
additional information is needed on nutrient cycling within the coastal bays. The first
step to
developing a sophisticated ecological model for the bays is determining the hydrodynamic
processes that control the circulation of the nutrients and the distribution of free-floating
phytoplankton
and macroalgae.
Over the past decade, the Army Corps of Engineers, Engineer
Research & Development
Center, Coastal & Hydraulics Laboratory (CHL) has been developing a comprehensive
circulation model for the North Atlantic. This numeric model has been fine-tuned in
the Ocean
City Inlet area by increasing the computational mesh resolution in the vicinity of the
Inlet and
collecting current and tide data for model calibration. This fine-tuning was done to
support of
the Corps’ rehabilitation of the South Jetty (Ocean City Inlet) and various projects
relating to the
Constructions Phase of the Ocean City and Vicinity Water Resource Project.
The Maryland Department of Natural Resources under a MCBP
Implementation grant,
initiated a project to collect additional tide and current data needed
to refine the grid size and
validate the model in Chincoteague, Newport and Sinepuxent Bays. This project consisted
of
two study components conducted over a one-month period:
Descriptions of the instrumentation and methods used by the Maryland Geological Survey to collect the water level data are presented in this report.
Introduction
Study Area
Methods
Locations
Equipment
Elevation determinations of water level recorders
Quality Assurance of data
Discussion
References
Appendix A: Site information on water level recorders
Appendix B: Quality Assurance/Quality Control
Appendix C: Benchmark Data Sheets