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Chapter
Apr 26, 2012

The Integrated Catchment Study of Auckland City (New Zealand): Long Term Groundwater Behaviour and Assessment

Publication: World Environmental and Water Resource Congress 2006: Examining the Confluence of Environmental and Water Concerns

Abstract

Long term groundwater behaviour under existing and future scenarios in a fractured basalt aquifer system is presented for Auckland City (New Zealand). The Auckland Isthmus is comprised of unconfined basalt aquifers and semi-confined Waitemata and Tauranga Groups (sandstone and mudstone) aquifers. The basalt aquifers are used to dispose stormwater via soakholes, provide groundwater supply in Onehunga and other industrial and commercial sites, constitute baseflow in Motions and Meola Creeks and feed important springs in Western Springs and Onehunga. Regional groundwater models were developed in Visual MODFLOW and MIKE-SHE, covering approximately 45 km2 with a north-south grid alignment and 100 x 100 m grid cells. Vertically the models are divided into a single basalt aquifer hydrogeological unit. The models were calibrated to five years of historical records. Two long term scenarios and were simulated: (1) existing conditions (20-year simulation with current climate and existing development land use) and (2) future conditions (15-year most probable 2050 climate and maximum probable development 2050 land use). Spare capacity exists in the aquifers to accommodate additional stormwater disposal. Additional groundwater breakout (surface flooding) is predicted in expected areas during high rainfall recharge years. Stream and spring flows, and groundwater supply are not anticipated to be adversely affected by groundwater management recharge practices. A major unresolved issue is to find practical ways to capture and inject large volumes of stormwater generated over short, high intensity storms.

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Go to World Environmental and Water Resource Congress 2006
World Environmental and Water Resource Congress 2006: Examining the Confluence of Environmental and Water Concerns
Pages: 1 - 12

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Published online: Apr 26, 2012

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Parviz Namjou [email protected]
Senior Modeller, Pattle Delamore Partners, PO Box 9528, Newmarket, Auckland City, New Zealand.E-mail: [email protected]
Gerald Strayton [email protected]
Groundwater Aquifer Study Programme Manager, PO Box 9528, Pattle Delamore Partners, Newmarket, Auckland City, New Zealand.E-mail: [email protected]
Alan Pattle [email protected]
Groundwater Aquifer Study Project Director, PO Box 9528, Pattle Delamore Partners, Newmarket, Auckland City, New Zealand.E-mail: [email protected]
Matthew D. Davis [email protected]
Integrated Catchment Study Technical Advisor, CAL Engineering Management, c/o 801 Malaga Ave., Davis, California 95616.E-mail: [email protected]
Peter Kinley [email protected]
Modelling Team Leader, Metro Water Limited, PO Box 27 060, Mt Roskill, Auckland City, New Zealand.E-mail: [email protected]
Paul Cowpertwait [email protected]
Senior Lecturer, Massey University, Albany Campus, Institute of Information and Mathematical Sciences, Private Bag 102 904 North Shore Shore Mail Centre, Massey, Auckland, New Zealand.E-mail: [email protected]
M. Jim Salinger [email protected]
Senior Climate Scientist, National Institute for Water and Atmospheric Research, PO Box 109695, Newmarket, Auckland City, New Zealand.E-mail: [email protected]
A. Brett Mullan [email protected]
Senior Climate Scientist, National Institute for Water and Atmospheric Research, Private Bag 14901, Greta Point, Wellington, Auckland City, New Zealand.E-mail: [email protected]
Greg Paterson [email protected]
Stormwater Manager, Utility Planning, Auckland City Council, Private Bag 92516, Auckland City, New Zealand.E-mail: [email protected]
Brian Sharman [email protected]
Integrated Catchment Study Project Director, Metro Water Limited, PO Box 27 060, Mt Roskill, Auckland City, New Zealand.E-mail: [email protected]

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