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Rata St Naen Street CHURTON MELLING High PARK Me Road Connolly St ll in Terrace g Link y High St Terrace GLENSIDE a ae w en r Na o t o M MAUNGARAKI Cambridge HUTT Kings Normandale Rd CENTRAL GRENADA Dr VILLAGE Brid ge ueens Porirua St Q Waterloo Road Road EPUNI FAIRFIELD Railway Ave Knights Rd KOROKORO D Woburn e o l l Waiwhetu i w v ton s e n e o s n h Middl o Drive J H e WOODRIDGE Rd l Victoria St s t o Bellevue Rd n utt d rn H ALICETOWN PAPARANGI a e Birdwood MAKARA o st R e W s Road n e BEACH o r JOHNSONVILLE d C hetu Dr n w Lo t Wai WAIWHETU r Tce a Stew d R ambridge PETONE C e l WOBURN JOHNSONVILLEl i v Rd Whit n EAST Ludlam es o tt Line s Hu East n h Fitzherbe o J Road AVA d utt R H Ja d ck l rt son e Wainui i St St f e r o o Cuba M Rd NEWLANDS The Esp lanade Buick St Road RAROA MOERA Randwick Hutt Road Waio ne Street (BP Station) BROADMEADOWS d R e d si rk Pa Centenn ia l GRACEFIELD Highway Burma d ARAKURA RANGOON HEIGHTS Roa W a Seaview Rd i Station n u i o Hutt m KHANDALLAH a t a CASHMERE NGAURANGA C Box a sh m e re K A SEAVIEW handallah v e Rd Road a w a tt O PARKWAY Onslow Marine Drive ay t rw S o i t a o h KAIWHARAWHARA M w Kenya St POINT iko CROFTON Wa HOWARD DOWNS Urban Road Kaiwharawh ara Hutt GLENDALE l il WAINUIOMATA ch estow r ad n u h W Rd C LOWRY BAY Wainuiomata Roa Inter-Islander d Road Ferry Terminal WADESTOWN tt Hu d Aotea R n YORK BAY o ilt W WILTON Quay Grant MAKARA Thorndon d PIPITEA R n Murp o Quay t l i W Road M hy MAHINA BAY o THORNDON l s e w St o r t h Waterloo Quay HOMEDALE S Tinakori t NORTHLAND St St Bowen DAYS BAY y a u Q Street n o t b Glenmore m Curtis a L Rd KELBURN WELLINGTON Karori Jervois Quay CENTRAL U pl a Pde n d R d The Terrace R Kelburn aro KARORI a Rd Willis St e d a r a W P a Cable St Oriental ke fie ld Ghuznee St St ARO ORIENTAL RONA BAY AroVALLEY BAY Vivian HIGHBURY St WILLIS ST TE EASTBOURNE ARO ROSENEATH Victoria St d R Cambridge Tce Kent Tce n y l k MT o o r VICTORIA BROOKLYN B HATAITAI Taranaki St Parade Ohiro Rd W a l l MURITAI a Cleveland c e Bay S t MT Adelaide Rd COOK John Evans KARAKA BAY NEWTOWN MIRAMAR Riddiford St Ruahine St Road Wellington Cobham MORNINGTON C VOGELTOWN r a Constable St w f ord Rd Riddiford St Drive Dr Miramar Ave Rd Cobham Adelaide Rongotai BERHAMPORE Rd Troy KILBIRNIE MELROSE KINGSTON Rd Calabar Rd RONGOTAI Broadway Adelaide STRATHMORE LYALL BAY SEATOUN Parade The SOUTHGATE HOUGHTON BREAKER BAY BAY Parade The MOA POINT ISLAND OWHIRO BAY BAY Ra Gor glan d S on tree Str Ki t ee ppen t berg Fre er nc h Stree Street t es tchener r i C K oad r Roberts Road ei K e Ore R r d a o R Tot Te O r o ara i mb Bla olo C St Street d a h Ro rd Churc r Thi e iv Op Opak R aki Rd i Rd t Stree ston St hn E Jo ro i N t M ee W tr et O et d t e D tr oa S r Stre S ord S Hope St te d a Ro f Church S R x a n o N O nnis b ee m A kor Ba oad o Wrigley St l L Qu R o Ma p C o rks Victoria St o W oad t ee R r Albert St n St ol l e nc p Li St Cha tley t Ben rry St ee Pe et Str e t e a t r t S e l N T l n tr eet r t S n xo e t tree O S Vi e Di S u ni S T A Q pel pel R E a t S E l Cole S uripu h C K T & St S eet H al n Pow ex A T M U Ess O nall Str S Re t D e A re r O me t ue R n A T ll S E m R Ku a U E R eet rd Ave K T nw A S Str L L St Milla Cor A eet N W ole C ael St O N P ich d O a ua t S nall Str M T Ro ege Street Re R T r rase uta E m Coll F Tarar u S on t t h a T ng g rig E W St h i S e nn N s g Rd e u B an A W o i H vi Vi M terh Manaia s on Devon St Wa r t e t s s a S s .
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    2015 Sunday Festival Report and Survey Results CONTENTS 1.0 INTRODUCTION ..................................................................................................................... 3 2.0 BACKGROUND ....................................................................................................................... 3 3.0 PURPOSE ................................................................................................................................ 3 4.0 FESTIVAL PROFILE .................................................................................................................. 4 5.0 SURVEY METHODOLOGY ..................................................................................................... 11 6.0 FINDINGS ............................................................................................................................. 12 Who came to Te Rā? ...................................................................................................... 12 Where did people at Te Rā festival come from? ............................................................ 13 How did people hear about Te Rā? ................................................................................ 14 What the Te Rā festival means for those who came...................................................... 14 What did people think of Te Rā 2015? ........................................................................... 16 Entertainment, hauora and mātauranga tents and the youth zone .............................. 17 Stalls food
  • Modeling Site Effects in the Lower Hutt Valley, New Zealand

    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.
  • Technical Assessment #9 Traffic Impacts and Transport Integration Assessment

    Technical Assessment #9 Traffic Impacts and Transport Integration Assessment

    RiverLink Notices of Requirement for Designations and Applications for Resource Consent Volume Four: Supporting Technical Reports Technical Report #9 Traffic Impacts and Transport Integration IN THE MATTER OF The Resource Management Act 1991 AND IN THE MATTER OF Resource consent applications under section 88, and Notices of Requirement under section 168, of the Act in relation to the RiverLink project BY Waka Kotahi NZ Transport Agency Requiring Authority Greater Wellington Regional Council Requiring Authority Hutt City Council Requiring Authority RIVERLINK TECHNICAL ASSESSMENT #9 TRAFFIC IMPACTS AND TRANSPORT INTEGRATION ASSESSMENT Table of contents 1 INTRODUCTION .................................................................................................................... 1 2 EXECUTIVE SUMMARY ........................................................................................................ 3 3 PROJECT DESCRIPTION ..................................................................................................... 6 4 ASSESSMENT METHODOLOGY ....................................................................................... 14 5 EXISTING AND FUTURE TRANSPORT ENVIRONMENT ................................................. 20 6 ASSESSMENT OF OPERATIONAL TRANSPORT EFFECTS ........................................... 37 7 ASSESSMENT OF CONSTRUCTION TRANSPORT EFFECTS ........................................ 61 8 MEASURES TO AVOID, REMEDY OR MITIGATE ACTUAL OR POTENTIAL ADVERSE TRANSPORT AND TRAFFIC EFFECTS .................................................................