Geomorphology, Structure and Interactions of the Canterbury Active Fault Network
Total Page:16
File Type:pdf, Size:1020Kb

Load more
Recommended publications
-
Waipara River Management Strategy
Waipara River Management Strategy Prepared by the Waipara River Working Party Contents Introduction . 3 What is the Waipara River Management Strategy?.. .. .. .. .. .. .. .. .. .4 Strategy background .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .5 Physical description of the Waipara River . 6 Ecology . 8 Geology . 10 Māori cultural values.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 14 Geological, Ecological & Māori Cultural Values - Action Plan.. .. .. .. .. .. 16 Quality of the river environment .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 18 Access Rights And Privileges. 23 Recreational activities. 26 Karetu Bridge To White Gorge - Management Area.. .. .. .. .. .. .. .. .. 32 White Gorge To Stringers Bridge - Management Area . .35 Stringers Bridge To Barnetts Road - Management Area . 38 State Highway 1 Bridge - Management Area . 41 Wash Creek To Webbs Road - Management Area. 44 Waipara River Mouth - Management Area . 47 Acknowledgements . .51 References . .52 White Gorge Upstream To ensure that the Waipara River is managed in a way that is environmentally MISSION STATEMENT: sustainable while ensuring public access is maintained to areas of public interest. 2 Introduction The Waipara River is a small sized, hill-fed river located on the northern fringe of the The management areas of the river are as follows: Canterbury plains within the Hurunui District. The river flows from the eastern foot- • Karetu Bridge to White Gorge hills of the Southern Alps to Pegasus Bay in the west. The Waipara River is strongly influenced by the geology and structure of the area that it flows through and con- • White Gorge to Stringers Bridge tains a number of historically, scientifically and naturally important sites. The river • Stringers Bridge to Barnetts Road is highly valued by the community for its natural, physical, spiritual and recreational • State Highway 1 Bridge (Barnetts Road to Wash Creek) qualities. -
3 a CONSERVATION BLUEPRINT for CHRISTCHURCH Colin D
3 A CONSERVATION BLUEPRINT FOR CHRISTCHURCH Colin D. Meurk1 and David A. Norton2 Introduction To be 'living in changing times* is nothing new. But each new technological revolution brings an increasingly frantic pace of change. There has been a growing separation of decision-makers from the environmental consequences of their actions; there is a general alienation of people from the land, and there has been a corresponding quantum leap in environmental and social impacts. The sad and simple truth is that the huge advances in power and sophistication of our technology have not been matched by an equivalent advance in understanding and wise use of its immense power. From a natural history perspective the colonies of the European empires suffered their most dramatic changes compressed into just a few short centuries. In New Zealand over the past millenium, the Polynesians certainly left their mark on the avifauna in addition to burning the drier forests and shrublands. But this hardly compares with the biological convuolsions of the last century or so as European technology transformed just about all arable, grazable, burnable and millable land into exotic or degraded communities, regardless of their suitability for the new uses. Even today, 2 000 ha of scrub is burnt annually in North Canterbury alone. It is equally tragic, since the lessons from past mistakes are all too obvious, that there has persisted an ongoing, but barely discernible, attrition of those natural areas that survived the initial onslaught. Inevitably the greatest pressures have occurred in and around the major urban centres. The European settlers were primarily concerned with survival, development, and attempts to tame the unfamiliar countryside. -
Hydrological Effects of the M W 7.1 Darfield (Canterbury) Earthquake, 4
New Zealand Journal of Geologyand Geophysics Vol. 55, No. 3, September 2012, 231Á247 1 Hydrological effects of the MW 7.1 Darfield (Canterbury) earthquake, 4 September 2010, New Zealand SC Coxa*, HK Rutterb, A Simsc, M Mangad, JJ Weirb, T Ezzye,PAWhitef, TW Hortong and D Scotte aGNS Science, Dunedin, New Zealand; bAqualinc Research Ltd, Christchurch, New Zealand; cDepartment of Geography, University of Otago, Dunedin, New Zealand; dDepartment of Earth and PlanetaryScience, Universityof California, Berkeley,California, USA; eEnvironment Canterbury, Christchurch, New Zealand; fGNS Science, Taupo, New Zealand; gGeological Sciences, Universityof Canterbury,Christchurch, New Zealand (Received 7 December 2011; final version received 14 March 2012) The MW7.1 Darfield (Canterbury) earthquake on 4 September 2010 generated widespread hydrological effects ranging from near-instantaneous coseismic liquefaction and changes of groundwater levels in boreholes, to more sustained (days to weeks) post-seismic changes in spring flow, river discharge and groundwater piezometric levels, to longer term shifts in groundwater level one year after the earthquake. Groundwater piezometric responses include local groundwater level increases of 20 m around the Greendale Fault, particularly in deep aquifers (80 m), whereas decreases occurred in coastal confined aquifers beneath Christchurch city. Increases of up to 5 m persisted within 20 km of the fault 12 h after the earthquake. Groundwater levels and springs were affected throughout New Zealand, from 350 km away in Southland to nearly 1000 km away in Northland, even where shaking intensities were less than Modified Mercalli Intensity (MM) 3Á4 (weak to largely observed) and peak ground acceleration was much B0.01 g. Release of artesian groundwater pressure and groundwater flow are postulated to have played pivotal roles in Christchurch liquefaction. -
Presentation of September 4, 2010 Canterbury Earthquake
Presentation of September 4, 2010 Canterbury Earthquake William Godwin, PG, CEG AEG Vice President, 2019-20 Webinar – May 6, 2020 Introduction ► This presentation is on the 2010 Mw 7.1 Canterbury Earthquake. The earthquake occurred as I was traveling from San Francisco to Auckland, New Zealand to attend the IAEG Congress. Upon arrival I was asked to join the Geotechnical Extreme Events Reconnaissance (GEER) team to document damage from the event in the Christchurch area of the South Island. Little did I know that another smaller (Mw 6.2), yet deadlier earthquake would strike 5 months later in close to the same area. Introduction ► The purpose of the GEER is to observe and record earthquake induced phenomena and impacts to infrastructure before evidence is removed or altered as part of cleanup efforts. ► The reconnaissance was conducted by a joint USA-NZ-Japan team with the main funding for the USA contingent coming from GEER and partial support from PEER and EERI. ► This presentation includes my photographs from Sept. 8-10 supplemented with a few photos and observations noted in the GEER report, Nov. 2010. I also describe other seismic events from 2011-16. Sept 4th Darfield Earthquake ► At 4:35 am on September 4th NZ Standard Time (16:35 Sept 3rd UTC) the rupture of a previously unrecognized strike-slip fault (Greendale Fault) beneath the Canterbury Plains of New Zealand’s South Island produced a Mw 7.1 earthquake that caused widespread damage throughout the region. Surprisingly only two people were seriously injured, with approximately 100 total injuries. This compares with 185 deaths in the 2011 event Canterbury Earthquake Sequence Greendale Fault Rupture Characteristics Epicenter (focal) depth: 10.8km Tectonic Setting Ground Motion (pga) Geographical Setting Preliminary Observations ► Rock Avalanche, Castle Rock Reserve, Littleton, Christchurch ► Fault Offset, Telegraph Rd at Grange Rd. -
The Kaiapoi River Has Historically Been Valued As a Freshwater Tidal Waterway and Port That Provided for Many Unique Values and Activities
Assessment of the state of a tidal waterway - the Lower Kaiapoi River Report No. R18/7 ISBN 978-1-98-852079-7 (print) 978-1-98-852080-3 (web) Assessment of the state of a tidal waterway - the Lower Kaiapoi River Report No. R18/7 ISBN 978-1-98-852079-7 (print) 978-1-98-852080-3 (web) Adrian Meredith March 2018 Name Date Prepared by: Adrian Meredith March 2018 Principal Scientist Reviewed by: Helen Shaw, Surface Water June 2018 Science Manager Suzanne Gabites, Team Leader June 2018 Hydrological Science Approved by: Tim Davie July 2018 Chief Scientist Report No. R18/7 ISBN 978-1-98-852079-7 (print) 978-1-98-852080-3 (web) 200 Tuam Street PO Box 345 Christchurch 8140 Phone (03) 365 3828 Fax (03) 365 3194 75 Church Street PO Box 550 Timaru 7940 Phone (03) 687 7800 Fax (03) 687 7808 Website: www.ecan.govt.nz Customer Services Phone 0800 324 636 Assessment of the state of a tidal waterway - the Lower Kaiapoi River Executive summary The lower Kaiapoi River is a large river channel that traverses Kaiapoi township and drains to the large alpine fed braided Waimakariri River less than two kilometres from the sea. It is unique in being a previous channel of the Waimakariri River (the North Branch), receiving drainage from several major plains tributaries, and being strongly tidal over several kilometres of its length. It is a highly valued river, a culturally important waterway, a designated port and navigational waterway, and an important recreational and fishery resource. However, in recent years there have been complaints of degradation of its water quality and ecology. -
Pegasus, Woodend & Waikuku
Pegasus, Woodend & Waikuku COMMUNITY DIRECTORY 2019/20 Local services, businesses, retail & community groups Compiled and produced by the Pegasus Residents’ Group Inc. Available online at www.pegasusresidentsgroup.com Middle two photos courtesy of Allan McGregor Photography A-Z INDEX SEE PAGE 64 A familiar face to CATEGORY INDEX North Canterbury motorists ESSENTIAL SERVICES ............................. 4 Lions ............................................................. 13 Member of Parliament ................................. 14 COMMUNITY SUPPORT ........................ 5 Pet Home Care & Boarding ........................... 14 for over 40 years! Preschooler Activities/Playgroups ................ 14 LOCAL SERVICES, BUSINESS, RETAIL Photography/Video ...................................... 14 Accommodation ............................................. 6 Professional Services .................................... 14 Accounting/Bookwork .................................... 6 Promotional Services .................................... 15 Animal Care and Supplies ............................... 6 Real Estate .................................................... 15 Automotive Services ....................................... 6 Retail - Alcohol.............................................. 15 Car Sales ......................................................... 7 Retail - Antiques ........................................... 15 Celebrant ........................................................ 7 Retail - Arts & Crafts .................................... -
Visitors Guide Kia Ora Contents
SELWYN.NZ visitors guide Kia ora Contents 4 WELCOME TO SELWYN 6 SELWYN DISTRICT MAP 8 EXPERIENCE SELWYN 10 EXPLORE BY FOOT 12 EXPLORE BY BIKE 14 PASTURE TO PLATE 16 SKI SELWYN 18 GOLF 19 GARDENS OF SELWYN 20 EXPLORE OUR TOWNS 21 PREPARE FOR THE ELEMENTS 22 TOUR ITINERARIES 24 LISTINGS: Activities & Attractions 24 Food & Drink 28 Transport 29 Accommodation 29 2 visit SELWYN.NZ 3 Kia ora WELCOMEFrom the Slopes TOto SELWYN the Sea Explore selwyn your way at your own pace intro text to go here. From the are home to century old farms, new industry, artisans, growers mountains to and producers. the sea Only 20 minutes from Selwyn is a dynamic region Christchurch, Selwyn has of diverse landscapes. The plenty to offer our visitors, stunning Southern Alps rise whether it’s for an afternoon, up against the skyline, behind a daytrip or a minibreak. See rugged ridges and rolling what awaits you in Selwyn, foothills. Stretching between from the mountains, plains the two magnicent braided and the sea. rivers, Waimakariri and Rakaia, Selwyn’s patchwork like plains 4 From the people Selwyn is rich with its fertile soils and lush pastures. Selwyn Selwyn district lies within is home to Lincoln University, the takiw¯a of Ng¯ai Tahu. the oldest agricultural teaching Te Taumutu Ru¯nanga have institution in the Southern shed the abundant waters of Hemisphere. Te Waihora/Lake Ellesmere for The people of Selwyn bring hundreds of years and still do their character and love of to this day. Traditionally Ma¯ori the district into their fresh would hunt moa and weka products. -
Paleoseismology of the 2010 Mw 7.1 Darfield (Canterbury) Earthquake Source, Greendale Fault, New Zealand
BIBLIOGRAPHIC REFERENCE Hornblow, S.; Nicol, A.; Quigley, M.; Van Dissen, R. J. 2014. Paleoseismology of the 2010 Mw 7.1 Darfield (Canterbury) earthquake source, Greendale Fault, New Zealand, GNS Science Report 2014/26. 27 p. S. Hornblow, Department of Geological Sciences, University of Canterbury, Christchurch, New Zealand A. Nicol, GNS Science, GNS Science, PO Box 30368, Lower Hutt, New Zealand M. Quigley, Department of Geological Sciences, University of Canterbury, Christchurch, New Zealand R. J. Van Dissen, GNS Science, GNS Science, PO Box 30368, Lower Hutt, New Zealand © Institute of Geological and Nuclear Sciences Limited, 2014 ISSN 1177-2425 (Print) ISSN 2350-3424 (Online) ISBN 978-1-927278-50-5 CONTENTS LAYMAN’S ABSTRACT ....................................................................................................... III TECHNICAL ABSTRACT .................................................................................................... IV KEYWORDS ........................................................................................................................ IV 1.0 INTRODUCTION ........................................................................................................ 1 2.0 TECTONIC, GEOLOGIC AND GEOMORPHIC SETTING .......................................... 4 3.0 GEOMETRY AND SLIP OF THE DARFIELD EARTHQUAKE RUPTURE ................. 6 4.0 FAULT TRENCHING .................................................................................................. 7 4.1 HIGHFIELD ROAD .............................................................................................. -
Draft Canterbury CMS 2013 Vol II: Maps
BU18 BV17 BV18 BV16 Donoghues BV17 BV18 BV16 BV17 M ik onu Fergusons i R iv Kakapotahi er Pukekura W a i ta h Waitaha a a R iv e r Lake Ianthe/Matahi W an g anui Rive r BV16 BV17 BV18 BW15 BW16 BW17 BW18 Saltwater Lagoon Herepo W ha ta ro a Ri aitangi ver W taon a R ive r Lake Rotokino Rotokino Ōkārito Lagoon Te Taho Ōkārito The Forks Lake Wahapo BW15 BW16 BW16 BW17 BW17 BW18 r e v i R to ri kā Ō Lake Mapourika Perth River Tatare HAKATERE W ai CONSERVATION h o R PARK i v e r C a l le r y BW15 R BW16 AORAKI TE KAHUI BW17 BW18 iv BX15 e BX16 MOUNT COOK KAUPEKA BX17 BX18 r NATIONAL PARK CONSERVATION PARK Map 6.6 Public conservation land inventory Conservation Management Strategy Canterbury 01 2 4 6 8 Map 6 of 24 Km Conservation unit data is current as of 21/12/2012 51 Public conservation land inventory Canterbury Map table 6.7 Conservation Conservation Unit Name Legal Status Conservation Legal Description Description Unit number Unit Area I35028 Adams Wilderness Area CAWL 7143.0 Wilderness Area - s.20 Conservation Act 1987 - J35001 Rangitata/Rakaia Head Waters Conservation Area CAST 53959.6 Stewardship Area - s.25 Conservation Act 1987 Priority ecosystem J35002 Rakaia Forest Conservation Area CAST 4891.6 Stewardship Area - s.25 Conservation Act 1987 Priority ecosystem J35007 Marginal Strip - Double Hill CAMSM 19.8 Moveable Marginal Strip - s.24(1) & (2) Conservation Act 1987 - J35009 Local Purpose Reserve Public Utility Lake Stream RALP 0.5 Local Purpose Reserve - s.23 Reserves Act 1977 - K34001 Central Southern Alps Wilberforce Conservation -
Waimakariri District Flood Hazard Management Strategy
Waimakariri District Flood Hazard Management Strategy Ashley River Floodplain Investigation Report No. R08/23 ISBN 978-1-86937-804-2 Tony Oliver June 2008 Report R08/23 ISBN 978-1-86937-804-2 58 Kilmore Street PO Box 345 Christchurch Phone (03) 365 3828 Fax (03) 365 3194 75 Church Street PO Box 550 Timaru Phone (03) 688 9069 Fax (03) 688 9067 Website: www.ecan.govt.nz Customer Services Phone 0800 324 636 Environment Canterbury Technical Report EXECUTIVE SUMMARY This study of the Ashley River floodplain uses a combined one and two dimensional hydraulic computer model to estimate flood extent and depths on the Ashley River floodplain. Modelling has indicated the current capacity of the Ashley River stopbanked system is approximately equivalent to the 2% AEP (50 year return period) flood event. Breakouts however, could occur in more frequent events. Stopbank breaches and outflows onto the floodplain could potentially occur anywhere along the stopbanks. Breakout scenarios onto the floodplain have been modelled for the 1%, 0.5% and 0.2% AEP (i.e. 100, 200 and 500 year return period) events at the most likely breakout locations. The modelling indicates significant flooding to large areas of land between the Ashley and Waimakariri Rivers. Kaiapoi and adjacent areas are predicted to be flooded to depths over 1 metres in the 0.2% AEP (500 year return period) event. The impact of future urbanisation in Kaiapoi has also been modelled. It is hoped the floodplain maps and associated depths will assist land use planning within the area and provide information on minimum floor levels for new dwellings located on the floodplain, where appropriate. -
Regions of Liquefaction Damage in Kaiapoi Following the Canterbury Earthquakes and Their Correlation with Former River Channels
Regions Of Liquefaction Damage In Kaiapoi Following The Canterbury Earthquakes And Their Correlation With Former River Channels L.M. Wotherspoon, M.J. Pender & R.P. Orense The University of Auckland, Auckland, New Zealand SUMMARY: The town of Kaiapoi, 17 km north of the city of Christchurch in the Canterbury region of New Zealand, suffered significant damage as a result of liquefaction and lateral spreading during the 2010-2011 Canterbury earthquake sequence. Severe lateral spreading and large volumes of ejecta were present throughout the town and surrounding region. Shifts in the path of the rivers in the region have been extensive since the beginnings of European settlement in the 1850s, and as a result there are multiple areas within the town and surrounding area that were, until recently, channels of the river. Using historical data, areas that had been reclaimed were identified, and when compared with the areas of severe liquefaction damage following these earthquakes, the strong correlation between the two was revealed. The significant damage to buildings, infrastructure and services in these regions highlights the importance of having a clear understanding of historical river modifications in seismically active regions. Keywords: Liquefaction, lateral spreading, Canterbury earthquakes, river modification 1. INTRODUCTION Kaiapoi is a small town approximately 17 km north of the city of Christchurch in the Canterbury region of New Zealand (See Figure 1 and 3a). On 4 September 2010, the Mw7.1 Darfield earthquake occurred 42 km to the south west of Kaiapoi. This earthquake resulted in severe liquefaction-induced damage in both Christchurch and Kaiapoi, with Kaiapoi experiencing some of the most severe damage from the resulting lateral spreading, settlement and ejected material. -
Canterbury), New Zealand Earthquake of September 4, 2010
EERI Special Earthquake Report — November 2010 Learning from Earthquakes The Mw 7.1 Darfield (Canterbury), New Zealand Earthquake of September 4, 2010 From September 8th to 20th, 2010, at 4:36 am, as well as to the moder- magnitude at 7.1 with a predomi- a team organized by the Earth- ate level of shaking in the most popu- nantly strike-slip focal mechanism quake Engineering Research Insti- lated areas of the Canterbury region. having a right-lateral focal plane tute (EERI) and the Pacific Earth- New Zealand also benefits from a striking east-west. However, more quake Engineering Research modern structural code and rigorous detailed and ongoing analysis has (PEER) Center investigated the code enforcement. Regional planning revealed a strong reverse faulting effects of the Darfield earthquake. had been undertaken to reduce criti- component to the mainshock. The team was led by Mary Comerio, cal infrastructure and lifelines vulner- The surface rupture spans nearly UC Berkeley, and included Lucy ability to natural hazards about 15 30 km and consists of fault scarps Arendt, University of Wisconsin, years ago (Centre for Advanced Engi- that locally exceed 4 m of right- Green Bay; Michel Bruneau, Uni- neering, 1997), with improvements in lateral and about 1 m of vertical versity of Buffalo, New York; local government and utilities pre- dislocation of the ground surface. Peter Dusicka, Portland State Uni- paredness, as well as the retrofitting In most places along and near the versity; Henri Gavin, Duke Univer- of bridges and other lifeline facilities. fault, the ground surface on the sity; Charles Roeder, University of Christchurch is the largest city on the south side has been raised relative Washington; and Fred Turner, Cali- South Island of New Zealand, and to the north side.