MARICO Marine NZ Limited WELLINGTON HARBOUR PORT
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Meteorological Society of New Zealand (Inc.)
Meteorological Society of New Zealand Newsletter #136 Mar 2014 - Page 1 ISSN 0111-1736 Meteorological Society Of New Zealand (Inc.) NEWSLETTER 136 MARCH 2014 Meteorological Society of New Zealand Newsletter #136 Mar 2014 - Page 2 Meteorological Society Of New Zealand (Inc.) NEWSLETTER 136 MARCH 2014 PO Box 6523, Marion Square, Wellington 6141, New Zealand Please forward contributions to Bob McDavitt, [email protected] CONTENTS Page Climatic Poetry 3 UV Conference 4 WMO world report (courtesy of Hot Topic) 5 NEMS 6 Around the Regions in Summer 6-8 Summer 2014 (NIWA + Ben Tichborne) 9 -16 Summer 2014 pick of the clips 17—43 Your Committee President Sam Dean Immediate Past President Andrew Tait Auckland VP Jennifer Salmond Wellington VP James Renwick Christchurch VP Simon Parsons(provisional) Dunedin VP Daniel Kingston Secretary Katrina Richards Treasurer Andrew Tait Circulation Manager Sylvia Nichol Journal Editor Brian Giles/Jennifer Salmond Newsletter Editor Bob McDavitt Wedmaster James Sturman HydroSoc Liaison: Charles Pearson General Committee Mike Revell Kim Dirks James Lunny Views and endorsements expressed in this newsletter are those of the contributors and advertisers, and not necessarily those of the Meteorological Society of New Zealand. The mention of specific companies or products does not imply that they are endorsed or recommended by the Society. Meteorological Society of New Zealand Newsletter #136 Mar 2014 - Page 3 No More Dams for Hot Air there’s a great lake where pristine forest meets the shore and water rushes -
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. -
The Seven Seas Tattler Issue 1.6 - November 2017
The Seven Seas Tattler Issue 1.6 - November 2017 Good Day all members of the Seven Seas Club. Here is your November edition - I trust that you will find items of interest (Ed - [email protected]) From the Chairman The Navy has been very quiet over the last while except for SAS SPIOENKOP and SAS MANTATISI sailing every now and then for some training. The Durban based OPVs (Strikecraft) have conducted patrols along the coastline, stopping over in Simon's Town for fuel and a bit of R&R. They have returned to their base in Durban. SAS AMATOLA is currently getting ready for Exercise OXIDE, which is a search and rescue exercise with the French based at Reunion. The exercise will be conducted in Durban. Talking of the French, their ship the FLOREAL sustained some damage in Durban from the storm recently and will remain in Durban for a while to effect repairs. We welcome new members and wish all those with upcoming birthdays a very special day and a great year ahead. Report from The Treasurer Financial results for September were, once again, most pleasing, with our sales target achieved and bottom line exceeded. Thanks for the great support! Our Club Manager has been particularly vigilant and has managed to keep costs down, especially controllable costs such as water, electricity and stationery / printing and we are indebted to him. The targets for October are a little more challenging, but we are confident that they will be achieved if the current support from members continues. The signs are already there. -
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. -
Sydney Dive Wreck Business Case | Gordons Bay Scuba Diving Club
SYDNEY DIVE WRECK BUSINESS CASE | GORDONS BAY SCUBA DIVING CLUB Sydney Dive Wreck Business Case Prepared by the Gordon’s Bay Scuba Diving Club Inc. (GBSDC) Version 16 | 16th July 2020 Duncan Heuer photo of the ex HMAS Adelaide ‘Full fathom five thy father lies Of his bones are coral made Those pearls were his eyes Nothing of him that doth fade But doth suffer a sea change Into something rich and strange The Tempest, William Shakespeare SYDNEY DIVE WRECK BUSINESS CASE | GORDONS BAY SCUBA DIVING CLUB “Human beings have always been enchanted by the sea. This vision—to take an ex- Naval ship and give it a second life under the sea as a linked artificial reef and dive wreck—is a true act of transformation. Creating a new, world-class diving experience for Sydney is indeed about creating something “rich and strange”, so that those who love the sea, and everything in it, can truly experience what Shakespeare first called a sea change.” John Rowe, 2019. Samson Fish (Seriola hippos) Offshore Artificial Reef (O.A.R) Port Macquarie NSW Kingfish (Seriola ialandi) O.A.R Vaucluse NSW. An O.A.R to Wedding Cake Island will link the dive wreck-to to the natural reef for fishing enhancement. 2 | P a g e SYDNEY DIVE WRECK BUSINESS CASE | GORDONS BAY SCUBA DIVING CLUB Key proposal details PROPOSAL NAME SYDNEY DIVE WRECK Lead proponent (e.g. Gordons Bay Scuba Diving Club (GBSDC Inc.) Council) Lead proponent ABN 68620082681, Association Incopr. Act, Y2110124 Proposal partners Australian Government, NSW Government Lead contacts Name John Rowe/Sam Baxter Position Founder/President GBSDC Inc.