Wahine 10 April 1968
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TE ARA O NGA TUPUNA HERITAGE TRAIL MAIN FEATURES of the TRAIL: This Trail Will Take About Four Hours to Drive and View at an Easy TE ARA O NGA TUPUNA Pace
WELLINGTON’S TE ARA O NGA TUPUNA HERITAGE TRAIL MAIN FEATURES OF THE TRAIL: This trail will take about four hours to drive and view at an easy TE ARA O NGA TUPUNA pace. Vantage points are mostly accessible by wheelchair but there are steps at some sites such as Rangitatau and Uruhau pa. A Pou (carved post), a rock or an information panel mark various sites on the trail. These sites have been identified with a symbol. While the trail participants will appreciate that many of the traditional sites occupied by Maori in the past have either been built over or destroyed, but they still have a strong spiritual presence. There are several more modern Maori buildings such as Pipitea Marae and Tapu Te Ranga Marae, to give trail participants a selection of Maori sites through different periods of history. ABOUT THE TRAIL: The trail starts at the Pipitea Marae in Thorndon Quay, opposite the Railway Station, and finishes at Owhiro Bay on the often wild, southern coast of Wellington. While not all the old pa, kainga, cultivation and burial sites of Wellington have been included in this trail, those that are have been selected for their accessibility to the public, and their viewing interest. Rock Pou Information panel Alexander Turnbull Library The Wellington City Council is grateful for the significant contribution made by the original heritage Trails comittee to the development of this trail — Oroya Day, Sallie Hill, Ken Scadden and Con Flinkenberg. Historical research: Matene Love, Miria Pomare, Roger Whelan Author: Matene Love This trail was developed as a joint project between Wellingtion City Council, the Wellington Tenths Trust and Ngati Toa. -
Elegant Report
C U L T U R A L IMPACT R E P O R T Wellington Airport Limited – South Runway extension Rongotai – Hue te Taka IN ASSOCIATION WITH PORT NICHOLSON BLOCK SETTLEMENT TRUST, WELLINGTON TENTHS TRUST AND TE ATIAWA KI TE UPOKO O TE IKA A MAUI POTIKI TRUST (MIO) OCTOBER 2015 CULTURAL IMPACT REPORT Wellington Airport – South Runway extension RONGOTAI – HUE TE TAKA TABLE OF CONTENTS EXECUTIVE SUMMARY ...........................................................................................................................3 THE PROJECT .............................................................................................................................................4 KEY MAORI VALUES ASSOCIATED WITH THIS AREA ..................................................................6 FISHING AND FISHERIES IN THE AREA ...........................................................................................................8 MARINE FLORA .......................................................................................................................................... 10 BLACK-BACKED GULLS ............................................................................................................................. 10 WATER QUALITY........................................................................................................................................ 11 Consultation .......................................................................................................................................... 12 RECREATION USE OF THE -
Modeling Site Effects in the Lower Hutt Valley, New Zealand
2694 MODELING SITE EFFECTS IN THE LOWER HUTT VALLEY, NEW ZEALAND Brian M ADAMS1, John B BERRILL2, Rob O DAVIS3 And John J TABER4 SUMMARY Lower Hutt City lies atop a wedge of Quaternary sediments forming a long alluvial valley. On its western edge the sediments butt up against the near vertical wall of the potentially active Wellington Fault, capable of an earthquake of moment magnitude 7.6. A two-dimensional linear finite-element method has been used to model the propagation of antiplane SH waves within the soft sediments and surrounding bedrock. The technique has proved to be an efficient and accurate means of modeling fine geological detail. Two detailed geological cross-sections through the Lower Hutt were modeled to gain an overall impression of the valley's seismic behaviour. It was found that horizontally propagating surface waves, generated at the valley edges, are the cause of significant amplification. The aptly named basin-edge effect – speculated to be the cause of a belt of severe shaking during the 1995 Kobe earthquake – is observed in the simulation results, occuring some 70-200 metres out from the fault. Fourier spectral ratios across the valley indicate a behaviour dominated by two-dimensional resonance, and compare favourably in magnitude with previously collected weak motion data. Certain resonant frequencies within the range 0.3-2.5 hertz are amplified up to 14 times that for nearby outcropping bedrock. Results are likely to be conservative due to the linear modeling, yet exclude fault-rupture effects due to the teleseismic nature of the input scheme. INTRODUCTION In this paper we describe our use of a two-dimensional finite-element numerical scheme to simulate ground motions from earthquake shaking in the soft sediments in-filling the Lower Hutt Valley. -
Wellington Harbour Sub-Region
Air, land and water in the Wellington region – state and trends Wellington Harbour sub-region This is a summary of the key findings from State of the Environment Key points monitoring we carry out in the Wellington Harbour and south coast • Air quality is very good overall, except catchments. It is one of five sub-region summaries of eight technical during winter in some residential areas reports which give the full picture of the health of the Wellington on cold and calm evenings – when fine region’s air, land and water resources. These reports are produced particles produced by woodburners don’t every five years. disperse The findings are being fed into the current review of Greater • The quality of the groundwater is very Wellington’s regional plans – the ‘rule books’ for ensuring our high region’s natural resources are sustainably managed. • Most of the freshwater used in the sub- region goes to public water supply – You can find out how to have a say in our regional plan review on there’s very little water left to allocate from the back page. the major rivers or groundwater aquifers Key features • River and stream health is excellent at sites This sub-region is home to most of the people living in the Wellington near the ranges but is degraded further region – although it only makes up 14% of the region’s land area downstream, especially in urban areas (1,183km2). It covers Wellington, Upper Hutt and Hutt cities, and also • Most beach and river recreation sites we the Wainuiomata Valley and Wellington’s south coast. -
Wellington Walks – Ara Rēhia O Pōneke Is Your Guide to Some of the Short Walks, Loop Walks and Walkways in Our City
Detail map: Te Ahumairangi (Tinakori Hill) Detail map: Mount Victoria (Matairangi) Tracks are good quality but can be steep in places. Tracks are good quality but can be steep in places. ade North North Wellington Otari-Wilton’ss BushBush OrientalOriental ParadePar W ADESTOWN WeldWeld Street Street Wade Street Oriental Bay Walks Grass St. WILTON Oriental Parade O RIEN T A L B A Y Ara Rēhia o Pōneke Northern Walkway PalliserPalliser Rd.Rd. Skyline Walkway To City ROSENEATH Majoribanks Street City to Sea Walkway LookoutLookout Rd.Rd. Te Ara o Ngā Tūpuna Mount Victoria Lookout MOUNT (Tangi(Tangi TeTe Keo)Keo) Te Ahumairangi Hill GrantGrant RoadRoad VICT ORIA Lookout PoplarPoplar GGroroveve PiriePirie St.St. THORNDON AlexandraAlexandra RoadRoad Hobbit Hideaway The Beehive Film Location TinakoriTinakori RoadRoad & ParliameParliamentnt rangi Kaupapa RoadStSt Mary’sMary’s StreetStreet OOrangi Kaupapa Road buildingsbuildings WaitoaWaitoa Rd.Rd. HataitaiHataitai RoadHRoadATAITAI Welellingtonlington BotanicBotanic GardenGarden A B Southern Walkway Loop walks City to Sea Walkway Matairangi Nature Trail Lookout Walkway Northern Walkway Other tracks Southern Walkway Hataitai to City Walkway 00 130130 260260 520520 Te Ahumairangi metresmetres Be prepared For more information Your safety is your responsibility. Before you go, Find our handy webmap to navigate on your mobile at remember these five simple rules: wcc.govt.nz/trailmaps. This map is available in English and Te Reo Māori. 1. Plan your trip. Our tracks are clearly marked but it’s a good idea to check our website for maps and track details. Find detailed track descriptions, maps and the Welly Walks app at wcc.govt.nz/walks 2. Tell someone where you’re going. -
Hydrodynamic Inundation Modelling for Wellington Harbour, 2015
DISCLAIMER This report has been prepared by the Institute of Geological and Nuclear Sciences Limited (GNS Science) exclusively for and under contract to the Wellington Region Emergency Management Office and the Greater Wellington Regional Council. Unless otherwise agreed in writing by GNS Science, GNS Science accepts no responsibility for any use of, or reliance on any contents of this Report by any person other than the Wellington Region Emergency Management Office and the Greater Wellington Regional Council and shall not be liable to any person other than the Wellington Region Emergency Management Office and the Greater Wellington Regional Council, on any ground, for any loss, damage or expense arising from such use or reliance. Use of Data: Date that GNS Science can use associated data: October 2015 Wellington Harbour Bathymetry disclaimer: This report publishes results that are reliant on the 1m grid Wellington Harbour Bathymetric data set (‘the Data’) provided by the National Institute for Water and Atmospheric Research (NIWA). GNS Science and NIWA make no representations or warranties regarding the accuracy or completeness of ‘the Data’ the use to which ‘the Data’ has been put in this report, or the results in this report which have been obtained from using the Data. GNS Science and NIWA accept no liability for any loss or damage (whether direct or indirect) incurred by any person through the use of or reliance on ‘the Data’ or use or reliance on the results in this report which have been obtained from using the Data. BIBLIOGRAPHIC REFERENCE Mueller, C.; Power, W.L.; Wang, X. 2015. -
Report 96-214 Collision Between the Container Vessel Sydney Express
Report 96-214 Collision between the container vessel Sydney Express and the fishing trawler Maria Luisa Wellington Heads 29 December 1996 Abstract On Sunday, 29 December 1996, at approximately 2233 hours, a collision occurred at the entrance to Wellington Harbour between the container vessel Sydney Express, which was outbound, and the fishing trawler Maria Luisa, which was inbound. The Maria Luisa capsized in the collision and five of the six crew members lost their lives. Safety deficiencies identified included poor bridge resource management on the Sydney Express and contravention of the collision regulations by the Sydney Express, Maria Luisa and a third vessel, the yacht Soundsgood. Recommendations were made relating to bridge resource management training, and a mandatory traffic management scheme for Wellington Harbour. The Transport Accident Investigation Commission is an independent Crown entity established to determine the circumstances and causes of accidents and incidents with a view to avoiding similar occurrences in the future. Accordingly it is inappropriate that reports should be used to assign fault or blame or determine liability, since neither the investigation nor the reporting process has been undertaken for that purpose. The Commission may make recommendations to improve transport safety. The cost of implementing any recommendation must always be balanced against its benefits. Such analysis is a matter for the regulator and the industry. These reports may be reprinted in whole or in part without charge, providing acknowledgement is made to the Transport Accident Investigation Commission. Transport Accident Investigation Commission P O Box 10-323, Wellington, New Zealand Phone +64 4 473 3112 Fax +64 4 499 1510 E-mail: [email protected] Web site: www.taic.org.nz Table of Contents 1. -
Wellington Harbour Ferry
Effective from 15 July 2018 Wellington Harbour Ferry Queens Wharf Matiu / Somes Island Wharf Seatoun Wharf Thanks for travelling with Metlink. Days Bay Wharf Connect with Metlink for timetables and information about bus, train and ferry services in the Wellington region. metlink.org.nz 0800 801 700 [email protected] Printed with mineral-oil-free, soy-based vegetable inks on paper produced using Forestry Stewardship Council® (FSC®) certified mixed-source pulp that complies with environmentally responsible practices and principles. Please recycle and reuse if possible. Before taking a printed timetable, check our timetables online or use the Metlink commuter app. GW/PT-G-18/92 July 2018 July GW/PT-G-18/92 TO DAYS BAY WHARF MONDAY TO FRIDAY FARES FARE INFORMATION Stops AM PM 9997 Queens Wharf 6:20 6:45 7:15 7:40 8:20 8:55 10:00 12:00 2:05 3:30 4:30 5:00 5:30 5:55 6:30 7:05 Child fares: 9995 Seatoun Wharf 4:00 6:15 ONE WAY TICKET Adult Child – are half the adult fares for the equivalent journeys Matiu / Somes Island 10:25 12:25 2:30 9998 Queens Wharf - Days Bay $12.00 $6.00 on ferry sailings 9999 Days Bay Wharf 6:45 7:10 7:40 8:05 8:45 9:20 10:40 12:40 2:45 4:25 4:55 5:25 5:55 6:40 6:55 7:30 Days Bay - Seatoun $12.00 $6.00 – apply to all school children SI SI SI Queens Wharf - Seatoun $12.00 $6.00 – secondary school students must be in school uniform or present valid school photo ID, RETURN TICKET Adult Child if requested TO QUEENS WHARF – passengers entitled to the Accessible Concession MONDAY TO FRIDAY Queens Wharf - Days Bay $24.00 $12.00 -
Distribution of Geological Materials in Lower Hutt and Porirua, New Zealand a Component of a Ground Shaking Hazard Assessment
332 DISTRIBUTION OF GEOLOGICAL MATERIALS IN LOWER HUTT AND PORIRUA, NEW ZEALAND A COMPONENT OF A GROUND SHAKING HAZARD ASSESSMENT G. D. Dellow1 , S. A. L. Read 1 , J. G. Begg1 , R. J. Van Dissen1 , N. D. Perrin1 ABSTRACT Geological materials in the Lower Hutt, Eastbourne, Wainuiomata, and Porirua urban areas are mapped and described as part of a multi-disciplinary assessment of seismic ground shaking hazards. Emphasis is mainly on the flat-lying parts of these areas which are underlain by variable Quaternary-age sediments that overlie Permian-Mesowic age 'greywacke' bedrock. Within the Quaternary-age sediments, the two material types recognised on strength characteristics are: 1) Soft sediments, typically composed of normally consolidated, fine-grained materials (sand, silt and clay), with typical standard penetration values (SPT) of <20 blows/300 mm; and 2) Loose to compact coarser-grained materials (sand, gravel), with SPT values of > 20 blows/ 300 mm. The total thickness and nature of Quaternary-age sediments in the study areas is described, with particular emphasis on the thickness and geotechnical properties of near-surface sediments. Such sediments are considered likely to have a significant influence on the an1plification and attenuation of ground shaking intensity during earthquakes. In the Lower Hutt valley, near-surface soft sediments greater than 10 m thick have an areal extent of -16 kni. Such soft sediments underlie much of Petone and the Lower Hutt urban and city centres, and have a maximum known thickness of 27 m near the western end of the Petone foreshore. In the Wainuiomata area, near-surface soft sediments greater than 10 m thick have an areal extent of - 3 krn2, and attain a maximum thickness of 32 m. -
CTENOPHORA Comb Jellies
THREE Phylum CTENOPHORA comb jellies HERMES MIANZAN, ELLIOT W. Dawson, CLAUDIA E. MILLS tenophores have been described as the most beautiful, delicate, seem- ingly innocent yet most voracious, sinister and destructive of plankton Corganisms. They are exclusively marine, are found in all oceans at all depths, have many different shapes, and range in size from a few millimetres diameter to two metres long. They are mostly planktonic, but one order is bottom- dwelling with a creeping mode of existence. The planktonic forms are stunningly beautiful, diaphanous creatures, flashing iridescence as their comb-like cilia plates catch the light. Their bodies are soft, fragile, gelatinous. The phylum is small and well defined, with about 150 species worldwide (Mills 2008). Like the Cnidaria, they are radiate animals and at one time the two phyla were linked together as the Coelenterata. Ctenophoran symmetry is biradial and the general body plan somewhat more complicated than that of Cnidaria (Harbison & Madin 1982; Mills & Miller 1984; Harbison 1985). The two phyla are now thought to be only very distantly related. Recent evidence from ribosomal RNA sequencing shows that the Ctenophora lie close to the Porifera as the second-most-basic group of the Metazoa (Bridge et al. 1995; Collins 1998; Podar et al. 2001). Similarity in body form between pelagic ctenophores and medusae is a phenomenon of convergence. Ctenophores (literally, comb bearers) are named for their eight symmetrical tracks (comb rows) of fused ciliary plates (ctenes) on the body surface (Hernán- dez-Nicaise & Franc 1993). These constitute the locomotory apparatus that Leucothea sp. characterises the group. -
AN ACT of GOD Gusting to 60 Knots at Pipitea Wharf
time it was not normal to maintain a 24 hour ripping out the starboard propeller and shaft radio watch while the ferries were at sea, and and punching a hole into the engineroom. With THE WAHINE DISASTER – weather updates were often missed. no power, Captain Robertson ordered both On approaching the entrance to Wellington anchors to be dropped manually. This took Harbour, Captain Robertson contacted the some 45 minutes as the ship ground against pilot station on Beacon Hill via VHF, and the reef as she drifted further into the harbour, MORE heard there was a southerly of 50 knots, making more holes and taking on water. AN ACT OF GOD gusting to 60 knots at Pipitea Wharf. A tug Unfortunately, tragedy and sadness followed, POWER had been called out for another ship to be and there were heroic actions by many, as the BY KEITH INGRAM moved in the harbour and would be available story of the Wahine disaster is well documented. if the Wahine required her for berthing. This But what have we learnt from this disaster? MORE was not unusual for Wellington, which has Fifty-one lives lost is an expensive lesson. a reputation of presenting ferry masters with Clearly the country, and Wellington in FREEDOM some challenging times as they try to maintain particular, was not geared up to respond to this From the most the timetable and navigate their ships in and type of shipping disaster. Yes, a brave fleet of out of Wellington’s harbour. small, recreational craft did set sail to assist powerful inverter As the captain committed the ship to enter once it was realised that the survivors were charger available! the harbour, the weather quickly closed in, the being dragged across the harbour to the rugged wind intensity built and all visibility was lost shores of the Pencarrow coast. -
MARICO Marine NZ Limited WELLINGTON HARBOUR PORT
WELLINGTON HARBOUR PORT AND HARBOUR MARINE SAFETY CODE NAVIGATIONAL RISK ASSESSMENT Prepared For : Greater Wellington Regional Council and CentrePort Ltd Report Number : 05NZ104 Issue : 1.1 : February 2006 MARICO Marine NZ Limited Report No: 05NZ104 WELLINGTON HARBOUR Issue: Issue 1.1 Operational Risk Assessment WELLINGTON HARBOUR PORT AND HARBOUR MARINE SAFETY CODE NAVIGATIONAL RISK ASSESSMENT Prepared for: Greater Wellington Regional Council PO Box 11646 142 Wakefield Street Wellington CentrePort Ltd CentrePort House Hinemoa Street Wellington Authors: Will Lins and John Riding Checked By: Gordon Wood/Antony Dingle MARICO Marine NZ Limited 56 Kents Road Reikorangi Waikane February 2006 05NZ104_Issue1-1 Page: i Report No: 05NZ104 WELLINGTON HARBOUR Issue: Issue 1.1 Operational Risk Assessment CONTENTS EXECUTIVE SUMMARY 1 INTRODUCTION 1 1.1 PURPOSE AND SCOPE 1 1.2 PREVIOUS RISK ASSESSMENTS OF RELEVANCE 2 2 METHODOLOGY 3 2.1 INTERVIEWS AND FAMILIARISATION TRIPS 3 2.2 INCIDENT DATA AND DOCUMENT REVIEW 4 2.3 HAZID MEETINGS AND WORKSHOPS 5 2.4 RISK ASSESSMENT SCORING 5 2.5 IDENTIFICATION OF RISK CONTROL MEASURES 6 2.6 RISK MANAGEMENT SOFTWARE UTILISED 6 3 CRITERIA FOR DEVELOPMENT OF RISK MANAGEMENT 7 3.1 RISK MANAGEMENT DEFINITIONS 7 3.2 RISK MITIGATION ACTION CRITERIA 9 4 WELLINGTON HARBOUR - OVERVIEW AND TRAFFIC PROFILE 12 4.1 HARBOUR LIMITS AND PILOTAGE DISTRICT 14 4.2 WELLINGTON HARBOUR – CLIMATOLOGY 16 4.3 SEISMIC AND WAVE CONSIDERATIONS – TSUNAMI, SEICHES AND LONG WAVES 17 4.4 WELLINGTON TRAFFIC PROFILE 17 4.5 OTHER VESSEL TRENDS OF