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Lower Lakes and Murray River Modelling (Virtual Weir Presentation / Discussion)

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Title: Slide 1 Author: Steve Smith Created Date: 10/26/2006 3:47:20 PM Document presentation format: On-screen Show (4:3) Company: Home Other titles – PowerPoint PPT presentation

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Title: Lower Lakes and Murray River Modelling (Virtual Weir Presentation / Discussion)


1
Lower Lakes and Murray River Modelling(Virtual
Weir Presentation / Discussion)
  • Canberra
  • 11 February 2009

2
To be Discussed
  • Existing Modelling
  • RMA (2D) and ELCOM (3D) Modelling of Virtual and
    Partial Weir Simulations
  • Model Setup
  • Model Validation
  • Model Results Animations
  • Model Uncertainty
  • Empirical Calculations
  • Destratification / Richardson Number
    Calculations
  • Seiche Volumes

3
Model Setup/Extents
  • RMA 2D (Blue) All areas upstream of Tidal
    Barrages Downstream of Lock 1, Lake Albert
    disconnected
  • ELCOM 3D (Green) From Pomanda Island (upstream
    of weir location) to Murray Bridge
  • RMA simulation executed first, then results fed
    to ELCOM (U/S D/S Boundaries)

4
Model Validation
  • Validation period 1/1/2008 14/7/2008
  • Objectives
  • Best match observed hydrodynamics (WL) and
    salinity
  • Ensure key processes appropriately represented
  • Understanding of model uncertainty
  • Key Uncertainties
  • Additional salt load along length of River
  • Additional irrigation demands / groundwater
    losses?

5
Predicted Water Levels Poltalloch Plains
6
Predicted River Salinity Woods Point
7
Predicted Lake Salinity Spatial Validation
8
Predicted Lake Salinity Spatial Validation
9
Predicted 3D River Salinity Wellington
10
Predicted 3D River Temperature Wellington
11
Comparison Measured vs Modelled River Salinity
12
2 yr Prognostic Simulations
  • Examining what may happen in the future, given
    continuing high net evaporation (1982) levels,
    and variations in the South Australias border
    allocation (Border Allocations of 696, 796 and
    896 GL/yr), through to the end of 2010.
  • Simulations aimed at maintaining Lake Level at
    -1.3mAHD.
  • Salt water introduced through Goolwa Barrage in
    October 2009.
  • Stop logs positioned by-monthly based on water
    level balance calculation.

13
Predicted Water Levels Lake Alexandrina
14
Timeseries Locations Lake Alexandrina
15
Predicted Lake (2D) Salinities Point 1
16
Predicted Lake (2D) Salinities Point 5
17
Predicted Lake (2D) Salinities Point 6
18
Predicted River (3D) Salinities Wellington
19
Predicted River (3D) Salinities Tailem Bend
20
Predicted River (3D) Salinities Swanport
21
Animation Lower Lakes 696 GL/yr
22
Animation Lower Lakes 696 GL/yr
23
Animation River (696 GL/yr)
24
Animation River (696 GL/yr)
25
Animation River (796 GL/yr)
26
Animation River (796 GL/yr)
27
Animation River (896 GL/yr)
28
Animation River (896 GL/yr)
29
Comparison at End 2010
696 GL/yr
796 GL/yr
896 GL/yr
30
Uncertainty
  • Model can still be improved
  • Validation only currently till Mid July 2008 (no
    destratification period)
  • No validation data for low level and high salt
    available
  • Uses 1 year (2007) wind (cannot predict future
    wind conditions)
  • Wind spatially homogenous

31
Partial Closure Weir Simulations
  • No Weir
  • 1100m Gap
  • 700m Gap
  • 300m Gap
  • 100m Gap

32
Simulated Water Level in Lake Alexandrina
33
Simulated Salinity (ppt) Wellington Bed
34
Pomanda Embayment Bathymetry
35
Other Info
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