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LCDR Kleanthis Kyriakidis HN

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Baroclinicity, Forcing Mechanism and Prediction of Chemical Propagation of San Diego Bay and Their Effects on Naval Applications Baroclinicity, Forcing Mechanism and ... – PowerPoint PPT presentation

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Title: LCDR Kleanthis Kyriakidis HN


1
LCDR Kleanthis Kyriakidis HN Advisor  Dr. Peter
C. Chu Second Reader Mr. Steven D. Haeger
2
  • INTRODUCTION
  • STUDY SITE
  • Forcing mechanism
  • Baroclinicity
  • WQMAP MODEL
  • MODEL EVALUATION
  • CHEMMAP MODEL
  • CHEMICAL THREAT SCENARIOS
  • CONCLUSIONS

OUTLINE
3
  • INTRODUCTION/ IMPORTANCE
  • Littoral Waters Special Operations, Mine
    Warfare, Expeditionary Warfare, Object Drift,
    Search and Rescue, Oil Spill
  • National Security Prediction of propagation in
    case of Chemical Attack or accident
  • Model evaluations Requirements for prediction of
    currents and tides worldwide

4
  • INTRODUCTION/ PURPOSE
  • Determine how well 2D depth-integrated models
    will satisfy certain Navy applications in coastal
    bays.
  • Evaluate the models WQMAP - CHEMMAP purchased by
    NAVOCEANO
  • Apply the CHEMMAP model in different threat
    scenarios in San Diego Bay

5
  • STUDY SITE - SAN DIEGO BAY
  • Importance Large City, Host of a significant
    part of US Navy, near the borders
  • Oceanographic Interest Small Tidal Basin, Semi-
    Enclosed Bay
  • Advantage Historic Data

Zuniga jetty
6
  • STUDY SITE - CHARACTERISTICS
  • Average depth 6.5 m (measured from the mean sea
    level). Northern/outer part narrower (1-2 km
    wide) - deeper (up to 15 m) . Southern/inner part
    wider (2-4 km wide) - shallower (less than 5 m).
  • Average temperature 21 C (range 14 26 C).
    Average temperature during summer (late June to
    late August) 23 C.
  • Salinity (32.5 - 37.5 ppt) and average 35 ppt
    (in summer 36 ppt).

7
  • STUDY SITE FORCING MECHANISMS
  • Currents produced by tides (tidal pumping
    caused due to the flow difference between ebb and
    flood).
  • Winds insignificant effect. Both westerly
    afternoon winds and easterly morning/ evening
    winds less than 5 m/sec
  • Annual precipitation 0.26 m (in summer negligible
    less than 0.005 m) . No significant river inflow

8
  • BAROCLINICITY
  • Data used 3 ADCP sites in summer 1993 (SPAWAR)
  • ADCP /velocity coefficient remarks
  • Nb1/u 97.16
  • Nb1/v 96.32
  • Nb2/u 91.89
  • Nb2/v 94.71
  • Bb/u 35.19
  • Bb/v 92.94
  • Bb/u 49.53 Filtered
  • Bb/v 100.00 Filtered

9
  • BAROCLINICITY EXCEPTION
  • u component near point Loma has great differences
    in surface and bottom.
  • Reasons for discrepancies
  • Relatively open ocean
  • (Influence of California Current
  • as well as influence of Wind )
  • Data from ADCP very near to Zuniga jetty

10
WQMAP MODEL MAIN EQUATIONS
11
  • WQMAP MODEL - APPROXIMATIONS AND BOUNDARY
    CONDITIONS
  • Hydrostatic
  • Boussinesq
  • Land boundaries assumed impermeable (normal
    component of velocity set to zero).
  • At closed boundaries transport of substance (i.e.
    salinity) is zero.
  • At open boundaries, concentration specified
    during the inflow, using characteristic values.

12
  • MODEL EVALUATION/
  • VELOCITY COMPONENTS
  • Data/Model comparison
  • Mean values differences 0.491.29 cm/s
  • Deviation values differences 0.44 6.70
  • Correlation Coefficient 91.66 - 92.60
  • Root Mean Square Error 6.739.02 cm/s
  • Error Coefficient Variation6.8 16.76

13
  • MODEL EVALUATION/ ELEVATION
  • Data/Model comparison
  • NOAA SPAWAR
  • M2 (ampl dif) 2.51 cm 3.83 cm
  • K1 (ampl dif) - 0.94 cm 3.73 cm
  • O1 (ampl dif) - 0.84 cm - 2.19 cm
  • S2 (ampl dif) 0.71 cm - 1.1 cm
  • M2 (ph dif) 0.75 o - 1.71 o
  • K1 (phdif) - 26.08 o - 25.94 o
  • O1 (ph dif) 29.58 o - 45.33 o
  • S2 (ph dif) - 48.96 o 5.41 o

14
  • MODEL EVALUATION/ CONCLUSION
  • 2D Model satisfactory for well-mixed areas of the
    Bay (less accurate for the entrance)
  • Few Discrepancies due to proximity of ADCPs to
    the shore, bathymetry errors

15
  • CHEMMAP MODEL
  • Predicts trajectory/ fate of floating, sinking,
    evaporating, soluble and insoluble chemicals and
    product mixtures.
  • Estimates the distribution of chemical elements
    on the surface, in the water column and in the
    sediments.
  • Langrangian approach

16
CHEMMAP MODEL SELECTION OF CHEMICALS
17
  • CHEMICAL THREAT SCENARIOS
  • 12 scenarios (6 chemicals in North and South San
    Diego Bay)
  • Methanol (1 barrel released in depth 1m).
  • Benzene (10 tons in depth 1m).
  • Ammonia (200 tons in depth 3m).
  • Chlorobenzene (200 tons in depth 3m).
  • Trichloroethylene (200 tons in depth 3m).
  • Naphthalene (200 tons in depth 3m).

18
  • CHEMICAL THREAT SCENARIOS/ RESULTS NORTH SAN
    DIEGO BAY
  • In 3 hours San Diego port/city
  • In 10 hours Entire North SD Bay
  • In 12 hours Outside SD Bay
  • In 16-30 hours Naval Station
  • In 5 days Heavy impact on NS
  • In 20 Days South Bay
  • In 32 Days The entire SD Bay

19
  • CHEMICAL THREAT SCENARIOS/ RESULTS SOUTH SAN
    DIEGO BAY
  • In 12 hours Naval Station
  • In 15-17days Small part of absorbed or dissolved
    chemical in San Diego city/port
  • After 32 days No effect to North San Diego Bay

Comparison of different chemicals results after
spilling in South San Diego Bay
20
  • CHEMICAL THREAT SCENARIOS
  • RESULTS FOR FLOATERS
  • Methanol after 3 days 45-50 in water column,
    after 20 days less than 5 - rest decayed.
  • Benzene 45 evaporates. After 2 days 30-50 in
    water column, after 20 days 8-18 - rest decayed.
  • Ammonia After 3 days 50-75 in water column,
    after 20 days 8-18 - rest decayed.

21
  • CHEMICAL THREAT SCENARIOS
  • RESULTS FOR SINKERS
  • Chlorobenzene After 5 days 65 - 97 in water
    column, after 20 days 50-90 - rest decayed.
  • Trichloroethylene After 5 days 60-93 in water
    column, after 20 days 38-71 - rest decayed.
  • Naphthalene (gas/air dispersed) After 5 days 33
    - 78 in water column, after 20 days 12-33 -
    rest decayed.

22
  • APPLICATION CONCLUSIONS
  • Great danger/ vulnerability
  • In the North San Diego Bay, contamination of
    city/port, Bay small reaction time.
  • In the South San Diego Bay, contamination only of
    Southern part (including Naval Station).
  • When in the South, bigger percentage of chemical
    and for more time remains in the water column.

23
  • GENERAL CONCLUSIONS
  • San Diego purely barotropic
  • San Diego Bay purely tidal forcing
  • 2D depth-integrated models should be applied to
    semi-enclosed, well-mixed, tidal basins. WQMAP -
    CHEMMAP far from perfect but useful
  • Discrepancies mainly due to proximity of ADCP
    sites to shoreline, bathymetry errors

24
  • RECOMMENDATIONS FOR FURTHER RESEARCH
  • Use of better bathymetry, finer grid and more
    recent ADCP measurements (and more distant from
    the shore).
  • More detailed comparison of 3D vs. 2D model and
    application for drift and for instantaneous
    current prediction.
  • Classified thesis with data about real chemical
    threat (e.g. anthrax) - not available to
    foreigners.

25
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