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Estuarine

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Hydrodynamics. Tidal Effect: Run 1: Spring tide (tidal amplitude = 2.1m) ... Hydrodynamics. Instability. Run 3: Spring tide (tidal amplitude = 2.1m) ... – PowerPoint PPT presentation

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Title: Estuarine


1
Estuarine Coastal Modelling Course
MODULE X MODELLING WORKSHOP
Stephen Nash, Environmental Change Institute, NUI
Galway
2
MODELLING WORKSHOP CONTENT- I The
Model II Scenarios III Dye Concentration
3
I THE MODEL Cork Harbour
  • DIVAST model
  • 90m grid spacing
  • 60 second timestep
  • I 189, J 233
  • gt 40,000 grid points
  • Tidal forcing only
  • gt No rivers

4
II SCENARIOS
5
II SCENARIOS Hydrodynamics
  • Tidal Effect
  • Run 1 Spring tide (tidal amplitude 2.1m)
  • Plot timetrace in main channel (Point A)
  • Velocity magnitude and water elevation
  • Plot contour map of current magnitude
  • High water (slack water) and mid-ebb (maximum
    currents)
  • Run 2 Neap tide (tidal amplitude 1.05m)
  • Plot timetrace in main channel (Point A) and
    compare with Run 1

6
II SCENARIOS Points of Interest
Point A
7
II SCENARIOS Hydrodynamics
  • Instability
  • Run 3 Spring tide (tidal amplitude 2.1m)
  • As Run 1 but with larger timestep
  • Model will terminate prematurely due to numerical
    instabilities

8
II SCENARIOS Solute Transport
  • Conservative Dye
  • Run 4 Spring tide (tidal amplitude 2.1m)
  • Continuous dye release from 3 outfalls no decay
    of dye
  • Dye released at high water, 12.5 hrs
  • Plot timetrace of dye concentration
  • Outfall 1 (Point B) (top of Passage West)
  • Point E location (bottom of Passage West)
  • Plot contour maps of solute concentrations
  • HW, HW1, HW3, HW5

9
II SCENARIOS Points of Interest
Outfall 2 (Point C)
Outfall 1 (Point B)
Point E
Point A
Outfall 2 (Point C)
10
III DYE CONCENTRATION
11
III DYE CONCENTRATION Check on Initial Dye
Concentration
  • The model will compute an initial dye
    concentration. We can check this
  • Outfall A
  • Flow rate 1m3/s
  • Dye concentration 300 mg/l 300,000 mg/m3
  • In 1 minute
  • ? 1 m3/s x 60s 60 m3 of discharge from outfall
  • 60 m3 x 300,000 mg/m3 18x106 mg dye released

11.8m
30m
30m
12
III DYE CONCENTRATION Check on Initial Dye
Concentration
  • The model will compute an initial dye
    concentration. We can check this
  • Outfall A
  • Dye mixes with (90 x 90 x 11.8) m3 of water
  • ? Dye Concentration in water after 1 minute
  • 18x106 / (90x90x11.8)
  • 188.3 mg/m3
  • 0.1883 mg/l

11.8m
30m
30m
13
MODELLING WORKSHOP CONTENT- I The
Model II Scenarios III Dye Concentration
14
Estuarine Coastal Modelling Course
MODULE X MODELLING WORKSHOP
Stephen Nash, Environmental Change Institute, NUI
Galway
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