Woods Hole Coastal and Marine Science Center


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Comparative Effluent Dilution Simulations for the Existing and Future Outfalls

 

 Diagrams for Effluent comparison during Winter 1989-90 at 2 m depth

  Diagrams for Effluent comparison during Winter 1989-90 at 16 m depth
Figure C.2: Effluent comparison during Winter 1989-90 at 16 m depth.

  Diagrams for Effluent comparison during Spring 1990 at 2 m depth
Figure C.3: Effluent comparison during Spring 1990 at 2 m depth.

  Diagrams for Effluent comparison during Spring 1990 at 16 m depth
Figure C.4: Effluent comparison during Spring 1990 at 16 m depth.

  Diagrams for Effluent comparison during Summer 1990 at 2 m depth
Figure C.5: Effluent comparison during Summer 1990 at 2 m depth.

  Diagrams for Effluent comparison during Summer 1990 at 16 m depth
Figure C.6: Effluent comparison during Summer 1990 at 16 m depth.

  Diagrams for Effluent comparison during Fall 1990 at 2 m depth
Figure C.7: Effluent comparison during Fall 1990 at 2 m depth.

  Diagrams for Effluent comparison during Fall 1990 at 16 m depth
Figure C.8: Effluent comparison during Fall 1990 at 16 m depth.

  Diagrams for Effluent comparison during Winter 1990-91 at 2 m depth
Figure C.9: Effluent comparison during Winter 1990-91 at 2 m depth.

  Diagrams for Effluent comparison during Winter 1990-1991 at 16 m depth
Figure C.10: Effluent comparison during Winter 1990-1991 at 16 m depth.

  Diagrams for Effluent comparison during Spring 1991 at 2 m depth
Figure C.11: Effluent comparison during Spring 1991 at 2 m depth.

  Diagrams for Effluent comparison during Spring 1991 at 16 m depth
Figure C.12: Effluent comparison during Spring 1991 at 16 m depth.

  Diagrams for Effluent comparison during Summer 1991 at 2 m depth
Figure C.13: Effluent comparison during Summer 1991 at 2 m depth.

  Diagrams for Effluent comparison during Summer 1991 at 16 m depth
Figure C.14: Effluent comparison during Summer 1991 at 16 m depth.


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