Contents
Appendices
Appendix
9A1 Construction
Sequence and Construction Programme – HKBCF (Sequence A)
Appendix
9A2 Construction
Sequence and Construction Programme – HKBCF (Sequence B)
Appendix
9B Comparison of Sediment Loss Rate of Sequence A and Sequence B
Appendix
9C Construction Sequence and Construction Programme – HKLR Reclamation
Appendix
9D1 Sediment
Testing Results for TM-CLKL
Appendix
9D3 Calculation
of Loss Coefficients for Bridge Piers
Appendix
9D4 Pollution
Loading Inventory
Appendix
9D5 Cumulative
Dredging and Sediment Loss Rates
Appendix
9D6 Water
Quality Mitigation – Silt Curtain Application
Appendix
9D7 2026
Quality Modelling Results
Appendix
9D8 2011
Construction Plumes Modelling Results
Appendix
9D9 2012
Construction Plumes Modelling Results
Appendix
9D10 2013 Construction
Plumes Modelling Results
Appendix
9D11 Mitigated Scenario for
(2+1) Silt Curtain System
Appendix 9D12 Sensitivity Test for TSHD High Overflow
Scenario in PRD
Appendix
9E1 Modelling
Verification Plots - Grid Refinement
Appendix
9E2 Modelling
Verification Plots - Baseline
Appendix
9E3 Modelling
Verification Plots - Sequence B
Appendix
9F Modelling
Results for HKBCF Sequence B
Figures
Figure 9.1 Location Plan for HKBCF,
TMCLKL and HKLR
Figure 9.2a Envisaged Programmed of
Reclamation and Sediment Loss Rates of HKBCF(Sequence
A)+HKLR+TMCLKL
Figure 9.2b Envisaged Programmed of
Reclamation and Sediment Loss Rates of HKBCF(Sequence
B)+HKLR+TMCLKL
Figure 9.3 Management
Frameworks for Dredged/Excavated Sediment
Figure 9.4 Key Areas of Seabed
Disturbance
Figure 9.5 Location of Water Quality and
Ecological Sensitive Receivers
Figure 9.6 Monitoring Stations used for the
Management of Contaminated Mud Pits at East of Sha Chau (2000-2005)
Figure 9.7 Sediment
Sampling Locations for TMCLKL, HZMB and others (Indicative)
Figure 9.8 Coverage
of
Figure 9.9 Comparison of Original and Refined
Model Grids
Figure 9.10 Assumed Ultimate
Coastline when HKBCF+HKLR+TMCLKL is completed (2026)
Figure 9.11 Main
Flow Channel in
Figure 9.12 Indicative Location of Box Culverts for
Discharges of Storm Waters from TMCLKL
Figure 9.13 Indicative Location of Box Culverts for
Discharges of Storm Waters and Treated Effluent (HKBCF+HKLR)
Figure 9.14 Location
Plan for the Proposed Pits to Receive Mf sediment in HKBCF
Figure 9.15 Proposed
Details and Mitigation measures for the Pits to Receive Mf sediment in HKBCF
Figure 9.16 Location Plan for the Proposed Pits to
Receive Mf sediment in HKLR
Figure 9.17 Proposed Details and Mitigation
measures for the Pits to Receive Mf sediment in HKLR
Figure 9.18 2011 Dry Season Predicted Maximum
Sediment Plumes and Dolphin Density in
Figure 9.19 2011 Dry Season Predicted Maximum Sediment
Plumes and Dolphin Density in
Figure 9.20 2011 Wet Season Predicted Maximum
Sediment Plumes and Dolphin Density in
Figure 9.21 2011 Wet Season Predicted Maximum
Sediment Plumes and Dolphin Density in
Figure 9.22 2012 Dry Season Predicted Maximum
Sediment Plumes and Dolphin Density in
Figure 9.23 2012 Dry Season Predicted Maximum
Sediment Plumes and Dolphin Density in
Figure 9.24 2012 Wet Season Predicted Maximum
Sediment Plumes and Dolphin Density in
Figure 9.25 2012 Wet Season Predicted Maximum
Sediment Plumes and Dolphin Density in
Figure 9.26 2013 Dry Season Predicted Maximum
Sediment Plumes and Dolphin Density in
Figure 9.27 2013 Dry Season Predicted Maximum
Sediment Plumes and Dolphin Density in
Figure 9.28 2013 Wet Season Predicted Maximum
Sediment Plumes and Dolphin Density in
Figure 9.29 2013 Wet Season
Predicted Maximum Sediment Plumes and Dolphin Density in