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August 2013 Overview of Drainage Master Planning in Hong Kong Geoff Wilson

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August 2013

Overview of Drainage Master Planning in Hong Kong

Geoff Wilson

© HR Wallingford 2013

Hong Kong

Special Administrative

Region of China

Area ≈ 1100 km2

Population2010 ≈ 7M

• Sub-tropical• Wet Season: April-Sept• Mean Annual Rainfall ≈ 2,380mm• Rainfall Depth(100-year, 24-hour) = 565mm

Climate:

Page 2

© HR Wallingford 2013Page 3

Typical nullah drainage in Hong Kong

© HR Wallingford 2013

Causes of flooding problems in HK

Usual suspects

Intense rainfall

Storm surge

Old Urban Districts

Insufficient drainage capacity

Dense land development

New Territories

Low lying areas;• Wide floodplain• Urbanisation in

floodplain

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© HR Wallingford 2013

DSD Objectives

Resolve flooding problems

Flood protection level to meet societal expectation• 200 year flood protection in urban areas• Environmentally sensitive

Allow future development

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© HR Wallingford 2013

Milestones in flood control (1/2)

Territorial Land Drainage & Flood Control Strategy Study (TELADFLOCOSS)

• TEL-1 (1988-1990)• Flood Control Policies & Measures• Legislation/ Ordinances : Passed in 1990

• TEL-2 (1991-1993)• 5 Basin in NNT• Basin Management Policies• Structural / Non-structural Measures

• TEL-3 (1995-1997)• Sedimentation Study• Channel sedimentation modelling• Channel maintenance strategy

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© HR Wallingford 2013

Milestones in flood control (2/2)

Drainage Master Plan Studies (1996-2004)• Yuen Long, Kam Tin, Ngau Tam Mei & Tin Shui Wai • Northern Hong Kong Island• Tsuen Wan, Kwai Chung & Tsing Yi• Tuen Mun & Sham Tseng• Northern New Territories• Sha Tin & Tai Po• Sai Kung, East Kowloon & Southern Lantau• Southern Hong Kong Island

DMP Implementation Works (1998-2007)• Same 8 catchments

Drainage Master Plan Reviews (2008-ongoing)• Same 8 catchments

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© HR Wallingford 2013Page 8

DMP Catchments

Source : DSD via AECOM(HK)

© HR Wallingford 2013

Hydraulic models : then and now

TEL2 (1991-1993)

• MIKE 11river network

DMPs (1996-2004)

• HydroWorks piped network

• MIKE 11 river network

DMP Reviews (2009-ongoing)

• Sobek• 1 catchment• 2008

• InfoWorks-CS+2D• 1 catchment• 2009

• InfoWorks-ICM• 5 catchments• 2010+

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© HR Wallingford 2013

Linking hydraulic models : then and now

DMPs (1996-2004)

• HydroWorks + MIKE11• Manual linkage

DMP Reviews (2008-ongoing)

• InfoWorks-ICM• Automated

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Q(t) as u/s BC for M11 → H(t)

H(t) as d/s BC for HW → Q(t)

© HR Wallingford 2013

Overland flow : then and now

DMP (1996-2004):

• InfoWorks-CS with 1D schematisation of overland flow

DMP Review (2010):

• InfoWorks-ICM with 2D representation of overland flow

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Relative time (mins)

Flow

(m3/

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CSICM

Why? More realistic representation of above ground storage and conveyance

© HR Wallingford 2013

Hydrological models : then and now

DMPs (1996-2004)

• Lumped hydrology (traditional approach)

DMP Review (2013 for Sai Kung)

• 2D distributed hydrology (Pilot study)• Rainfall directly on 2D

catchment surface• Distributed rainfall losses• Better reproduction of various

response times within the catchment

• Better reproduction of faster response with more extreme rainfall

• Better spatial representation of within-catchment flooding

Page 12

© HR Wallingford 2013

Wastewater models : then and now

Sewerage Master Plans

SMPs

1980s : WALLRUS &

SPIDA

1990s : SPIDA &

HydroWorks

2000s : InfoWorks-CS

2010s : InfoWorks-CS

& InfoWorks-ICM

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© HR Wallingford 2013

Conclusions

• Continually being improvedHydraulic

modelling software

• InfoWorks-ICM well-suited to Hong Kong conditions of• Closed conduits linked with non-prismatic open channels• Complex overland flow

Stormwater in HK

• InfoWorks-ICM (or its predecessor) the only model usedWastewater in HK

• Maintain into future ($ & quality)• What do their consultants possess ($$)• What are their consultants fully trained in (quality)

Which hydraulic modelling software

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© HR Wallingford 2013

Geoff Wilson – [email protected]

Thank you

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