Table of Contents

Abstract

Motivations & Objectives

The Coastal Environment

Approaches to the Issues

Results

Discussion

References

 

 

Abstract

My project attempted to determine the resuspension threshold (i.e. the particle size at which resuspension will occur) assuming wind driven resuspension to be the major natural factor controlling the grain size distribution.Fetches were calculated at ten transects of Lower Green Bay perpendicular to the most probable prevailing wind direction (from 3 years of wind direction and velocity data) and then used in the SMB equations to calculate wave heights.Bottom velocities were estimated assuming a universal velocity defect law and the direction of bottom velocities were assumed to be parallel to the bottom contours.The surface wind stress was also assumed to be parallel to the bottom contours.I computed resuspension thresholds for various wind speed events to get an idea about which events would pose the most serious resuspension problems.Although my results were a bit askew due to technical programming difficulty that I encountered, I learned a great deal about compiling and analyzing data, and have a better understanding for how difficult it really is to predict something as “simple” as dirt being lifted from the bottom of a bay.
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Motivations and Objectives of the Project

“Great Lakes Areas of Concern (AOCs) are severely degraded geographic areas within the Great Lakes Basin.They are defined by the U.S.-Canada Great Lakes Water Quality Agreement (Annex 2 of the 1987 Protocol) as ‘geographic areas that fail to meet the general or specific objectives of the agreement where such failure has caused or is likely to cause impairment of beneficial use of the area’s ability to support aquatic life.’The U.S. and Canadian governments have identified 43 such areas; 26 in U.S. waters, 17 in Canadian water (five are shared between U.S. and Canada on connecting river systems)” <http://www.great-lakes.net/places/aoc/aoc.html>.
The Lower Green Bay is one such area.The Great Lakes Water Quality Agreement calls for Remedial Action Plans (RAPs) to restore and protect 14 “beneficial uses” in the Areas of Concern.An impaired beneficial use means a change in the chemical, physical or biological integrity of the Great Lakes system sufficient to cause any of the following: 
10 of the 14 impairments listed above have been identified in the Lower Green Bay.My objective in this study is to determine the particle size that poses a potential threat to Lower Green Bay if it is contaminated, since if it is contaminated and moving, it will be that much harder to remove. 
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The Coastal Environment of Targeted Area

The coastal environment of the targeted area is quite diverse.Near the city of Green Bay, much of the shoreline has been developed with sea walls (for the large cargo ships to dock near), residential shore protection (revetments typically), and piers.The land along either shore as one travels northeast however becomes less inhabited and more “natural.”There is much less human activity along the east and west shores as there is near the mouth of the Fox River.The land along the coasts is mostly sandy soil with some larger rocks mixed in.Since the Green Bay is a part of the great lakes system, the water is obviously fresh and salt-free.Lastly, the meteorology of the area can be generalized as being temperate.Green Bay experiences cold winters where the surface of the bay freezes over, and it experiences warm-mild summers where the temperatures rarely go above 90°F.The bathymetry of the lower Green Bay can be viewed at: 
http://www.ngdc.noaa.gov/mgg/greatlakes/lakemich_cdrom/images/area2hi.gif.
The bottom contours are rather gentle and it does not get very deep until one is a good distance from the city of Green Bay.

 
 
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Approaches to the issues

My approach to the question of resuspension threshold was multifaceted.First, I needed to acquire wind data for the Lower Green Bay.Since Green Bay does not have a buoy that collects meteorological data, I had to resort to the airport’s weather station data.I downloaded and assembled wind speed and direction data for 1997-1999.I then constructed separate probability plots for both wind direction and wind speed to determine the most probably speed and direction (see Wind Speed Probability Plot). Using this data, I used the SMB method to determine the wave height at 10 transects.I measured the fetch at each transect and plugged in the appropriate fetch for each calculation.Next, I followed a series of equations presented in Brassard et al. in order to determine the maximum bottom velocity and horizontal movement of a general particle.Then, I downloaded grain size distribution data from a NOAA web page and plotted grain size distribution to determine the median diameter for the sediment actually present in Lower Green Bay (see Grain Size Distribution Plot).  It was at this point that things began to go awry.   At this point what SHOULD happen is for each transect, I would determine the different particle diameters that would be resuspended at given depths, using the developed equations and my grain size information.  This however did not work out as well as I had hoped...

 
 
 
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Results

 

 
 
 
 
 
 
 
 
 
 
 
 
 
 
 

My results were quite odd.  Not only did the particle diameters not make much sense, but they did not seem to follow any pattern of error either--which made it rather difficult to locate programming errors  (See example excel page for a sample calculations page from my program).  In the end, I had to accept the program with it's errors and begin to write my presentation and this web page.  I had expected to find that finer particles would be more easily lifted in lighter wind conditions and in deeper waters, while it would take heavier wind conditions and shallower waters to lift larger particles.
 
 

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Discussion

 

 
 
 
 
 
 
 
 
 
 
 
 
 
 
 

Despite not returning the results that I had expected, going through the process of collecting, organizing, and analyzing large amounts of data has proven to be a tremendous learning experience for me.  I have learned that not only does an analysis such as this take much more time than I had anticipated, but that the real tedious part of the process is not the actual calculations, but formatting the data into a useable form.  Since I am only a novice programmer and also a novice researcher, this project took me a considerable amount of time to finish.  In fact, just putting together this web page represents a great deal of time and effort.  In all, I would say that despite not getting "acceptable" results, this project was a huge success for me and that next time I undertake a project of this magnitude, I will not only be more aware of what is required to complete such a project, but I will know the right questions to ask to get the help I need along the way.  Chin, THANKS FOR A GREAT SEMESTER!!
 
 

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References

Brassard, Pierre, et al.1997. Resuspension and Redistribution of Sediments in Hamilton Harbor.J. Great Lakes Res. 23(1):74-75.
Sorensen, Robert M.1997.Basic Coastal Engineering.Chapman & Hall, New York.
http://www4.ncdc.noaa.gov/cgi-win/wwcgi.dll?wwDI~StnSrch~StnID~20021126#ONLINE
http://www.epa.gov/glnpo/aoc/greenbay.html
http://www.great-lakes.net/places/aoc/aoc.html
http://www.great-lakes.net/places/watsheds/lmich.html
http://www.epa.gov/glnpo/
ftp://ftp.glerl.noaa.gov/publications/tech_reports/glerl-111/tm-111.pdf
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