DOCSLIB.ORG

1D Basin Modelling and Hydrocarbon Resourceassessment of the Taoudeni Basin, Mali

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
1D Basin Modelling and Hydrocarbon Resourceassessment of the Taoudeni Basin, Mali Institutt for geologi og bergteknikk Hovedoppgaver 2008 2008 Amadou, Ibrahim (S. Lippard) 1D Basin Modelling and Hydrocarbon ResourceAssessment of the Taoudeni Basin, Mali. The intracratonic Taoudeni Basin is the largest sedimentary basin in NW Africa covering large parts of Mali and neighbouring Mauritania. The basin was formed during the mid-late Proterozoic and subsidence continued through to the mid-Paleozoic when Hercynian deformation and uplift occurred. Up to 6000 m of late Precambrian and Paleozoic sediments are found in the basin. A preliminary phase of drilling in the 1970s and 1980s penetrated most of the sedimentary succession and two potential petroleum systems, Late Precambrian and Paleozoic, have been defined. The Late Precambrian system has proven source rocks (algal stromatolites) and black shales and reservoirs in carbonates and sandstone sequences. The Paleozoic system comprises Silurian-Devonian marine shale source rocks and reservoirs in overlying Devono-Carboniferous sandstones and underlying Cambro-Ordovician sandstones. Potential trapping styles are unconformity traps and large scale Hercynian folds. There are several risks to exploration in the Taoudeni Basin. There is a lack of knowledge on the volume and distribution of source, reservoir and seal rocks in the basin, and the detailed structural architecture of the basin itself is poorly understood. Poblems with petroleum generation modelling in the basin include the thermal effects of Hercynian uplift and erosion and the intrusion of Mesozoic dolerites. Using a uniform low heat flow, appropriate for intracratonic basins, the provisional results indicated that the Paleozoic source rocks may have been only marginally mature prior to Hercynian uplift, whereas the Late Precambrian source rocks were probably mature to overmature prior to uplift. The resource assessment and hydrocarbon potential of the Infracambrian petroleum system has been carried out focusing on the source and reservoir rocks development in relation to hydrocarbon generation, migration and entrapment. The conditions that favour the discovery of a potentially commercial volume of hydrocarbons in the basin are: i. The distribution of the source and reservoir rocks within the basin. ii. The time relation between entrapment and maturation, heat flow and migration of the hydrocarbons. The basin‟s hydrocarbon resources are estimated using the “GeoX/Starter” software. Because of the limited data base on the Mali side, the data from Mauritania have been used to some extent to generate data base for the prospect evaluation. The recoverable oil resources in a single prospect are estimated to be 565.9 MMBL. Árnason, Stefán Geir (B. Nilsen) Prognose for tettingsinjeksjon i Rogfast undersjøiske tunnel. Prognosis for rock grouting in the planned Rogfast subsea tunnel. E39 Rogfast is an approximately 25 km long subsea road tunnel which is being planned by Statens vegvesen (Norwegian Public Roads Administration). The tunnel will cross the Boknafjorden and Kvitsøyfjorden between Randaberg and Vestre Bokn in the south-western part of Norway. The deepest point of the tunnel will be at around 360 m below sea level, so when completed, the Rogfast tunnel will be the longest and deepest subsea road tunnel in the world. A prognosis for rock grouting in the Rogfast subsea tunnel has been prepared based on knowledge about engineering geological conditions along the trace of the tunnel and experience from other tunnels in similar rock types in the Boknafjorden area. The grouting requirement is evaluated in the form of relative lengths of the tunnel which are assumed to require grouting for control of water leakages. The grouting requirement is characterized as minor if the relative length of tunnel sections which are assumed to require grouting is less than 10%, relative length of grouted sections of 11 - 20% is characterized as moderate, 21 - 30% as large and greater than 30% very large. The tunnel is expected to be excavated in rocks belonging to the Ryfylke schist group, the Karmøy ophiolite, the Torvastad group and the Precambrian basement. The grouting requirement in phyllite and greenstone belonging to the Ryfylke schist and the Torvastad group respectively is estimated to be minor, while it is considered to be minor to moderate in gabbroic rocks belonging to the Karmøy ophiolite and moderate in gneissic rocks belonging to the Precambrian basement. It is a general trend that the hard rock environment in the vicinity of large fault zones is commonly associated with areas with increased permeability, especially the jointed side rock of faults, the so called transition part. Due to their orientation in the in situ stress field, the side rocks of N - S trending faults are considered to have the largest grouting requirement. Results from a systematic prognosis shows that 66% of the total tunnel length is considered to have a grouting requirement which can be characterized as minor, while only 6% of the tunnel length is assumed to have a grouting 1 Institutt for geologi og bergteknikk Hovedoppgaver 2008 requirement which can be characterized as large or higher. The largest grouting requirement in the rock mass along the trace of the tunnel is considered to be in jointed side rocks of weakness zones and faults. A large part of the Rogfast tunnel will be under considerable water pressure. Norwegian subsea tunnels have been constructed successfully where grouting has been carried out against water pressures of 20 - 30 bar. Modern grouting equipment is capable of handling grouting pressures which are well above the water pressure expected in the Rogfast tunnel. Consequently it is assumed that grouting in the Rogfast tunnel will in general not be bound with any big problems. Circumstances may of course come up where grouting can be difficult because of difficult ground conditions. It is therefore very important that probe drilling ahead of the tunnel face is taken seriously so that possible problem zones are discovered in time. Norm for maximum allowable permanent water inflow into the Rogfast tunnel are briefly addressed. Due to the length of the tunnel it seems reasonable to suggest that a norm is set for the subsea section of the tunnel which is at the lower boundary of what has commonly been accepted before, or around 200 l/min/km. Under land in Randaberg and Vestre Bokn the tunnel passes natural areas which are considered to be sensitive to changes in groundwater level. Due to increase in environmental concern, lower norms are suggested for maximum allowable permanent inflow in the tunnel land. Anders S. Bratholm (R. Sinding-Larsen) OPECs prisscenarioer i forhold til fremtidig produksjon av syntetisk olje og dets konsekvens for norske produksjonsscenarioer. OPECs pricescenarios relative to the future global production of synthetic crude oil and its possible impact on existing Norwegian production scenarios. I en verden med stadig økt etterspørsel etter olje, fallende produksjonstall i flere land, samt høy oljepris over en lengre periode, fører dette til at substitutter til konvensjonell olje blir stadig mer aktuelt. Det finnes i dag gode alternativer, som lar seg konsumere med få eller ingen endringer. Et av alternativene er syntetisk olje som kan lages fra biomasse, gass eller kull. Disse omtales ofte som biomass-to-liquids (BTL), gas-to-liquids (GTL) og coal-to-liquids (CTL). Denne teknologien ble utviklet som et resultat av Tysklands behov for drivstoff under første og andre verdenskrig. Tyskland hadde ikke tilgang på olje, men forekomster av kull. Teknologi for å omdanne kull til olje ble derfor utviklet. I dag planlegges det flere fabrikker som skal starte opp produksjon av syntetisk olje. De landene som er mest interessert er USA, Kina, India og Sør-Afrika. Både USA, Kina og India har et høyt forbruk av olje og er nettoimportører av olje. Samtidig har disse landene rikelig tilgang på kull, noe som gir muligheter for stor innenlands produksjon av syntetisk olje fra kull. Ved å øke den innenlandske produksjonen av olje, vil disse landene få tilgang til olje til 26-45 dollar per fat, redusere sin avhengighet av produksjonslandene, samt redusere utslipp ved håndtering av klimagasser. Hovedutfordringen for produksjonen av syntetisk olje i dag, er usikkerheten rundt fremtidig oljepris. Dersom oljeprisen faller under produksjonskostnadene, vil produsentene av syntetisk olje tape penger. I tillegg er ikke all teknologien helt på plass, samt tilgangen til kvalifisert personell er begrenset. Dersom oljeprisen holder seg på et høyt nivå fremover, vil det være å forvente at produksjonen av syntetisk olje øker. Et økt tilbud av olje i markedet, vil føre til at prisene synker, eller ikke stiger like mye. Hvor mye prisene endres vil være avhengig av hvor stor den fremtidige produksjonen blir. For å finne den fremtidige produksjonen av syntetisk olje, brukes International Energy Outlook 2007. Denne rapporten benytter seg av tre ulike scenarioer, hvor prisbanene er en viktig driver for hvordan den fremtidige produksjonen av syntetisk olje vil bli. International Energy Agency (IEA) har anvendt forsiktige prisbaner i sine prediksjoner. Det forventes at høyere prisbane bør anvendes. Ved å bruke en lineær sammenheng mellom prisbanene fra IEA og egen prisbane, kommer det frem en annen prediksjon på syntetisk olje, som er høyere. Hvordan vil denne produksjonen av syntetisk olje påvirke Norges produksjon av olje? Norge går nå inn i en reduksjonsfase, hvor produksjonen faller år for år. I en slik fase er oljeprisen viktig. Høy oljepris vil gi muligheter til å bruke mer penger på forskning, teknologi, som igjen vil gi en økt produksjon. Motsatt fall om oljeprisen er lav. Norges forhold til Russland og politisk enighet om produksjon i omstridte områder som Barentshavet, Norskehavet og Jan Mayen, vil også være viktig for fremtidig produksjon på norsk sokkel. Oljedirektoratet har gitt ut en rapport som omfatter Norges fremtidige produksjon av olje, hvor det tas hensyn til fremtidig oljepris og spillerom og politisk enighet for aktørene på norsk sokkel. Det blir av Oljedirektoratet presentert fire ulike scenarioer. Disse er ”full gass”, ”teknolab”, ”stengetid” og ”blod, svette og tårer”.
Load more

Recommended publications
  • Stability and Water Leakage of Hard Rock Subsea Tunnels
    Stability and water leakage of hard rock subsea tunnels B. Nilsen The Norwegian University of Science and Technology, Trondheim, Norway A. Palmstrøm Norconsult as, Sandvika, Norway ABSTRACT: The many undersea tunnels along the coast of Norway offer excellent opportunities to study the key factors determining stability and water leakage in hard rock subsea tunnels. About 30 such tunnels have been constructed in Norway the last 20 years, all of them excavated by drill and blast. The longest tunnel is 7.9 km with its deepest point 260 metres below sea level. Although all tunnels are located in Precambrian or Palaeozoic rocks, some of them have encountered complex faulting or less competent rocks like shale and schist. The severe tunnelling problems met in these tunnels emphasise the need of a better understanding of the key factors determining stability and water leakage of such projects. This has been discussed based on the experience from several completed projects. 1 INTRODUCTION 2 CHARACTERISTICS OF SUBSEA TUNNELS In Norway, about 30 subsea tunnels, comprising Compared to conventional tunnels, subsea tunnels more than 100 km have been built the last 20 years. are quite special in several ways. Concerning Most of these are 2 or 3 lane road tunnels, but some engineering geology and rock engineering, the are also for water, sewage, or oil and gas pipelines. following factors are the most important (see also All tunnels so far are drill and blast. The locations of Figure 4): some key projects, and tunnels being discussed later • Most of the project area is covered by water. in this paper, are shown in Figure 1, and some main Hence, special investigation techniques need to figures concerning length and depth are given in be applied, and interpretation of the investigation Table 1.
    [Show full text]
  • Western Karmøy, an Integral Part of the Precambrian Basement of South Norway
    WESTERN KARMØY, AN INTEGRAL PART OF THE PRECAMBRIAN BASEMENT OF SOUTH NORWAY TOR BIRKELAND Birkeland, T.: Western Karmøy, an integral part of the Precambrian basement of south Norway. Norsk Geologisk Tidsskrift, Vol. 55, pp. 213-241. Oslo 1975. Geologically, the western side of Karmøy differs greatly from the eastern one, but has until recently been considered to be contemporaneous with the latter, i.e. of Caledonian age and origin. The rocks of western Karmøy often have a distinctly granitoid appearance, but both field geological studies and labora­ tory work indicate that most of them are in fact metamorphosed arenaceous rudites which have been subjected to strong regional metamorphism under PT conditions that correspond to the upper stability field of the amphibolite facies, whereas the Cambro-Ordovician rocks of the Haugesund-Bokn area to the east have been metamorphosed under the physical conditions of the green­ schist facies. From the general impression of lithology, structure, and meta­ morphic grade, the author advances the hypothesis that the rocks of western Karmøy should be related to a Precambrian event rather than to rock-forming processes that took place during the Caledonian orogeny. T. Birkeland, Liang 6, Auklend, 4000 Stavanger, Norway. Previous investigations The first detailed description of the rocks of western Karmøy was given by Reusch in his pioneer work from 1888. Discussing the mode of development of these rocks, he seems to have inclined to the opinion that the so-called 'quartz augen gneiss' and the other closely related rocks represent regionally metamorphosed clastic sediments. Additional information of the rocks con­ cerned is found in his paper from 1913.
    [Show full text]
  • Hele Rapporten Og Dens Enkelte Deler
    TØI rapport 1542/2016 Tor-Olav Nævestad Karen Ranestad Beate Elvebakk Sunniva Meyer Kartlegging av kjøretøybranner i norske vegtunneler 2008-2015 TØI-rapport 1542/2016 Kartlegging av kjøretøybranner i norske vegtunneler 2008-2015 Transportøkonomisk institutt (TØI) har opphavsrett til hele rapporten og dens enkelte deler. Innholdet kan brukes som underlagsmateriale. Når rapporten siteres eller omtales, skal TØI oppgis som kilde med navn og rapportnummer. Rapporten kan ikke endres. Ved eventuell annen bruk må forhåndssamtykke fra TØI innhentes. For øvrig gjelder åndsverklovens bestemmelser. ISSN 0808-1190 ISBN 978-82-480-1823-0 Papirversjon ISBN 978-82-480-1821-6 Elektronisk versjon Oslo, desember 2016 Tittel: Kartlegging av kjøretøybranner i norske Title: Vehicle fires in Norwegian road tunnels vegtunneler 2008-2015 2008-2015 Forfattere: Tor-Olav Nævestad Authors: Tor-Olav Nævestad Karen Ranestad Karen Ranestad Beate Elvebakk Beate Elvebakk Sunniva Meyer Sunniva Meyer Dato: 12.2016 Date: 12.2016 TØI-rapport 1542/2016 TØI Report: 1542/2016 Sider: 96 Pages: 96 ISBN papir: 978-82-480-1823-0 ISBN Paper: 978-82-480-1823-0 ISBN elektronisk: 978-82-480-1821-6 ISBN Electronic: 978-82-480-1821-6 ISSN: 0808-1190 ISSN: 0808-1190 Finansieringskilde: Statens vegvesen, Financed by: Norwegian Public Roads Vegdirektoratet Administration Prosjekt: 4398 – Vegtunnelbrann2016 Project: 4398 – Vegtunnelbrann2016 Prosjektleder: Tor-Olav Nævestad Project Manager: Tor-Olav Nævestad Kvalitetsansvarlig: Rune Elvik Quality Manager: Rune Elvik Fagfelt: 24 Sikkerhet og organisering Research Area: 24 Safety and organisation Emneord: Vegtunnel Keywords: Road tunnels Branner Fires Undersjøiske vegtunnel Undersea tunnel Tunge kjøretøy Heavy vehicles Sammendrag: Summary: Det er godt over 1100 vegtunneler i Norge.
    [Show full text]
  • Samfunnsøkonomiske Virkninger Av Fergefri E-39 Stavanger-Bergen
    CENTER FOR RESEARCH IN ECONOMICS AND MANAGEMENT CREAM Publication No. 2 - 2014 Samfunnsøkonomiske virkninger av fergefri E-39 Stavanger-Bergen Tom-Reiel Heggedal, Espen R. Moen og Christian Riis Samfunnsøkonomiske virkninger av fergefri E-39 Stavanger-Bergen av Tom-Reiel Heggedal Espen R. Moen Christian Riis1 Handelshøyskolen BI Oslo 24. oktober 2014 1 Tom-Reiel Heggedal er førsteamanuensis ved Handelshøyskolen BI. Espen R. Moen og Christian Riis er professorer samme sted. Rapporten er skrevet på oppdrag fra Statens vegvesen. Vi takker for konstruktive innspill fra oppdragsgiver. Rapporten inngår i et større forskningsprosjekt “Ferjefri E39 - næringsliv og verdiskaping” med professor Torger Reve, førsteamanuensis Amir Sasson og Marius Nordkvelde, alle ved Handelshøyskolen BI. 1 Innhold Sammendrag ............................................................................................................................................ 3 Hovedelementene i nytte-kostnadsanalysen ............................................................................................ 5 Metode og parametervalg ....................................................................................................... 6 Levetid og analyseperiode .................................................................................................. 6 Kalkulasjonsrente ............................................................................................................... 6 Tidsnytte, realprisjustering og spart tid .............................................................................
    [Show full text]
  • Norconsult-Annual-Report-2014.Pdf
    2014 ANNUAL REPORT ABOUT Norconsult Norconsult is Norway’s largest and The company aims to make society more Norconsult’s consultancy services one of the Nordic region’s leading sustainable by providing innovative and support its clients’ value creation and interdisciplinary consultancy firms, targeted consultancy services – from success. specialising in regional planning and concept development and overarching project design. Based on many years’ plans to project design and operational Each year the company performs several experience, the company has established support. In choosing solutions, thousand assignments of all sizes for itself as an influential contributor on the Norconsult gives careful consideration public and private sector clients across national and international stage. to the more vulnerable areas of society large parts of the world. and offers significant expertise in environmental issues, risk management and contingency planning. 2 / annual report 2014 2014 ANNUAL REPORT 4 CEO`s report 8 This is Norconsult 10 Annual Report 2014 16 Board of directors Norconsult Group 17 Income Statement 18 Balance 20 Norconsult`s Management Group 22 Working environment and corporate social responsibility 25 2014 in brief 26 Projects 30 Marked 34 Addresses annual report 2014/ 3 cEO`s REPORT Continued improvements and profitable growth Norconsult posted another good set of results in 2014. The company has consolidated its position as an attractive workplace for its employees, which in turn has helped to motivate and establish a basis for an even stronger organisation. The company’s financial solvency and market position provides a solid platform for further progress for the benefit of the company’s clients, partners and employees.
    [Show full text]
  • E39 ROGFAST Laupland - Knarholmen PLANBESKRIVELSE MED KONSEKVENSUTREDNING
    Region vest Prosjektavdelingen 15. januar 2015 E39 ROGFAST Laupland - Knarholmen PLANBESKRIVELSE MED KONSEKVENSUTREDNING E39 ROGFAST, REGULERINGSPLAN FOR LAUPLAND – KNARHOLMEN, INKLUDERT TUNNEL OG VENTILASJONSTÅRN PÅ KRÅGA 2 E39 ROGFAST, REGULERINGSPLAN FOR LAUPLAND – KNARHOLMEN, INKLUDERT TUNNEL OG VENTILASJONSTÅRN PÅ KRÅGA 3 Forord E39 Rogfast innebærer fergefri kryssing av Boknafjorden og utbygging av E39 kyststamvegen. Utbyggingen vil gi en samlet reduksjon i reisetid på ca. 40 min i forhold til dagens situasjon. Statens vegvesen Region vest har satt i gang arbeidet med å utarbeide en ny reguleringsplan for E39 Rogfast i Bokn kommune, som gjelder tunnel og veg i dagen mellom Laupland og Knarholmen. Dette har sin bakgrunn i Statens vegvesen Vegdirektoratets beslutning om at tunnelen må bygges med slakere stigning enn tidligere forutsatt. Planarbeidet omfattes av "Forskrift om konsekvensutredninger", og det ble ved oppstart av reguleringsplanarbeidet utarbeidet planprogram. Planprogrammet la føringer for planprosessen, for hvilket alternativ som skal reguleres og for hvilke temaer som skulle utredes nærmere i konsekvensutredningen. Statens vegvesen er tiltakshaver og Bokn kommune er planmyndighet. COWI AS har vært engasjert av Statens vegvesen for å bistå i utarbeidelse av reguleringsplan og konsekvensutredning. E39 ROGFAST, REGULERINGSPLAN FOR LAUPLAND – KNARHOLMEN, INKLUDERT TUNNEL OG VENTILASJONSTÅRN PÅ KRÅGA 4 INNHOLD Forord 3 1 Innledning 6 1.1 Bakgrunn 6 1.2 Formålet med planen 8 2 Planprosess 9 2.1 Varsel om oppstart 10 2.2 Planprogram
    [Show full text]
  • Administrative and Statistical Areas English Version – SOSI Standard 4.0
    Administrative and statistical areas English version – SOSI standard 4.0 Administrative and statistical areas Norwegian Mapping Authority [email protected] Norwegian Mapping Authority June 2009 Page 1 of 191 Administrative and statistical areas English version – SOSI standard 4.0 1 Applications schema ......................................................................................................................7 1.1 Administrative units subclassification ....................................................................................7 1.1 Description ...................................................................................................................... 14 1.1.1 CityDistrict ................................................................................................................ 14 1.1.2 CityDistrictBoundary ................................................................................................ 14 1.1.3 SubArea ................................................................................................................... 14 1.1.4 BasicDistrictUnit ....................................................................................................... 15 1.1.5 SchoolDistrict ........................................................................................................... 16 1.1.6 <<DataType>> SchoolDistrictId ............................................................................... 17 1.1.7 SchoolDistrictBoundary ...........................................................................................
    [Show full text]
  • 10Fields in Production
    eng_fakta_2005_kap10 12-04-05 15:26 Side 66 10 Fields in production eng_fakta_2005_kap10 12-04-05 15:26 Side 67 Keys to tables in chapters 10–12 Interests in fields do not necessarily correspond with interests in the individual production licences (unitised fields or ones for which the sliding scale has been exercised have a different composition of interests than the production licence). Because interests are shown up to two decimal places, licensee holdings in a field may add up to less than 100 percent. Interests are shown at 1 January 2005. “Recoverable reserves originally present” refers to reserves in resource categories 0, 1, 2 and 3 in the NPD’s classification system (see the definitions below). “Recoverable reserves remaining” refers to reserves in resource categories 1, 2 and 3 in the NPD’s classification system (see the definitions below). Resource category 0: Petroleum sold and delivered Resource category 1: Reserves in production Resource category 2: Reserves with an approved plan for development and operation Resource category 3: Reserves which the licensees have decided to develop FACTS 2005 67 eng_fakta_2005_kap10 12-04-05 15:26 Side 68 Southern North Sea The southern part of the North Sea sector became important for the country at an early stage, with Ekofisk as the first Norwegian offshore field to come on stream, more than 30 years ago. Ekofisk serves as a hub for petroleum operations in this area, with surrounding developments utilising the infrastructure which ties it to continental Europe and Britain. Norwegian oil and gas is exported from Ekofisk to Teesside in the UK and Emden in Germany respectively.
    [Show full text]
  • Haman FIT Brochure 2019/2020
    Travel created by locals Brochure 2019/2020 SHORTCUTS NORWAY SWEDEN FINLAND DENMARK ICELAND ADVENTURES, DISCOVERY, RELAXATION… Welcome to the brand-new Haman FIT brochure! We proudly present you a year around bouquet of tours and inspiration for lovely Scandinavia. Arranged by country you will find breathtaking experiences. From vibrant autumn colors to green and magical Northern Lights and the never-ending Midnight sun, all shades of the year can be found. Let’s not forget the sparkle of Christmas and New Year’s Eve in our extended festive category. May it be with public transport, rental car or just a city break, Scandinavia can offer it all and will always captivate you with its stunning nature. Join us for a full year of adventures for your clients! THE TEAM Michelle Smith Séverine Lacroix Jana Bohn Department Leader Manager FIT Manager FIT Here in Copenhagen in October Here in Kirkenes in August Here in Oslo in March Marta Aizpurua Quentin Dessant Claudia Tanzhaus Sales & Operations Consultant Sales & Operations Consultant Sales & Operations Consultant Here in the Bergen in September Here in Åndalsnes in February Here in Flåm in January Victoria Peterson Strategic Promotions Manager Here on Iceland in March Haman Scandinavia AS. a part of Haman Group / www.haman.no / [email protected]. Tel / +47 22 94 13 79 3 NORWAY [Norge] TABLE OF CONTENT AUTUMN .............................................................................................................................................................................................................................4
    [Show full text]
  • Romanifolkets Kulturminner 2007
    Romanifolkets kulturminner Rapport fra registreringer i Utsira kommune, Haugesund kommune, Karmøy kommune og Bokn kommune 2007 Etne Ølen VINDAFJORD Vikedal HAUGESUND TYSVÆR UTSIRA KARMØY BOKN - 2 - Innhold Forord . 6 Innledning . .7 Utsira 1 . Sørevågen . 11 2 . Sjøhuset til Mikal L . Klovning . 13 Haugesund 3 . Hansavåg . 15 4 . ”Saen” . 17 5 . ”Blikken” . .19 6 . Raknesverven . .21 7 . Ballastkaien . .23 8 . ”Fantastrandå” . 25 9 . ”Fantebekkhuset”, Flotmyrgata 123 . 27 10 . Bolighus i Djupaskarveien 90 . .29 11 . Bolighus i Skillebekkgata 39b . .31 12 . ”Hestadrikkå” ved Skjoldaveien . .33 Karmøy 13 . ”Fantaheia” på Visnes . 35 14 . Haugavågen . .37 15 . Teglverket på Bø . 39 16 . Bukkøy . .41 17 . Husøy . 43 18 . Treholmen på Husøy . .45 19 . Havn på Vormedal . .47 - 3 - 20 . Røyksund . .51 21 . Dragøy . .53 22 . Høyevarde . .55 23 . Todnevik . 57 24 . Teltplass ved Vestre Veaveg . 59 25 . ”Fantahålå” ved Vestre Veaveg . .61 26 . ”Fantaståvå” i Garpavik . 63 27 . Eidsbotn . 65 28 . Torskhammar . .67 29 . Planteholmen . 69 30 . ”Fantahålå” ved Solstrand . .71 31 . Solstrand . 73 32 . Skjersund . 75 33 . ”Fantaskogen” ved Aureveien . 77 34 . Bolighus i Øyavegen 3, Åkrehamn . .79 35 . Bolighus i Åkravegen 150, Åkrehamn . 81 36 . Bolighus i Dr . Jensens veg 32, Skudeneshavn . .83 37 . Hustuft på Vaholmen . .85 38 . Korneliusholmen . 87 Bokn 39 . Grønnestadvågen . .89 40 . Sunnalandsstraumen . .91 41 . Austre Arsvågen . 93 - 4 - Haugalandmuseene Skåregt . 142 5501 Haugesund Telefon: 52 70 93 60 Faks: 52 70 93 69 postmottak@haugalandmuseene .no www .haugalandmuseene .no Trykk/layout: Karmøy trykkeri Foto på framsida: Bukkøy, Karmøy kommune Kart på innsider av omslag: Ellen Jepson ©Haugalandmuseene 2007 ISBN 978-82-994760-2-7 ISSN 1890-355X - 5 - Forord Pilotprosjektet Romanifolkets kulturminner på Haugalandet har som mål å kartlegge havner, overnattingssteder og møteplasser som ble brukt av romanifolket, og registrere steder som har navn knyttet til deres kultur .
    [Show full text]
  • Fields in Production
    12 Fields in production Southern North Sea sector Ekofisk area (Ekofisk, Eldfisk, Embla and Tor) . 71 Glitne . 74 Gungne . 75 Gyda (incl Gyda South) . 76 Hod . 77 Sigyn . 78 Sleipner West . 79 Sleipner East . 80 Tambar . 81 Ula . 82 Valhall ( incl Valhall flanks and Valhall water injection) . 83 Varg . 84 Northern North Sea sector Balder (incl Ringhorne) . 86 Brage . 87 Frigg . 88 Gullfaks (incl Gullfaks Vest) . 90 Gullfaks South (incl Rimfaks and Gullveig) . 92 Heimdal . 94 Huldra . 95 Jotun . 96 Murchison . 97 Oseberg (Oseberg, Oseberg West, Oseberg East, Oseberg South) . 98 Snorre (incl Snorre B) . 101 Statfjord . 103 Statfjord North . 105 Statfjord East . 106 Sygna . 107 Tordis (incl Tordis East and Borg) . 108 Troll phase I . 110 Troll phase II . 112 Tune . 114 Vale . 115 Veslefrikk . 116 Vigdis . 117 Visund . 118 Norwegian Sea Draugen . 120 Heidrun . 121 Njord . 122 Norne . 123 Åsgard . 124 Fields which have ceased production . 126 12 Explanation of the tables in chapters 12–14 Interests in fields do not necessarily correspond with interests in the individual production licences (unitised fields or ones for which the sliding scale has been exercised have a different composition of interests than the production licence). Because interests are shown up to two deci- mal places, licensee holdings in a field may add up to less than 100 per cent. Interests are shown at 1 January 2003. Recoverable reserves originally present refers to reserves in resource categories 0, 1, 2 and 3 in the NPD’s classification system (see the definitions below). Recoverable reserves remaining refers to reserves in resource categories 1, 2 and 3 in the NPD’s classification system (see the definitions below).
    [Show full text]
  • NFF English Report Series
    S USTAINABLE UNDERGROUND CONCEPTS SUSTAINABLE UNDERGROUNDCONCEPTS NORWEGIAN TUNNELLING SOCIETY PUBLICATION NO. 15 NORWEGIAN TUNNELLING SOCIETY REPRESENTS EXPERTISE IN • Hard Rock Tunneling techniques • Rock blasting technology • Rock mechanics and engineering geology USED IN THE DESIGN AND CONSTRUCTION OF • Hydroelectric power development, includ- ing: - water conveying tunnels - unlined pressure shafts - subsurface power stations - lake taps - earth and rock fill dams • Transportation tunnels • Underground storage facilities • Underground openings for for public use NORSK FORENING FOR FJELLSPRENGNINGSTEKNIKK Norwegian Tunnelling Sosiety P.O. Box 34 Grefsen, N-0409 Oslo, Norway [email protected] - www.tunnel.no SUSTAINABLE UNDERGROUND CONCEPTS Publication No. 15 NORWEGIAN TUNNELLING SOCIETY 2006 DESIGN/PRINT BY HELLI GRAFISK AS, OSLO, NORWAY Publication No. 15 ISBN-NR. 82-92641-04-1 Front page picture: Gjøvik Olympic Mountain Hall, span 61 meters. Courtesy VS-Group/Bjørn Fuhre Layout/Print: Helli Grafisk AS [email protected] www.helligrafisk.no Disclaimer This publication issued by the NorwegianT unnelling Society (NFF) is prepared by professionals with expertise within the actual subjects. The opinions and statements are based on sources believed to be reliable and in good faith. Readers are advised that the Publications from NorwegianT unnelling Society NFF are issued solely for informational purposes. The opinions and statements included are based on reliable sources in good faith. In no event, however, shall NFF and/or the authors be liable for direct or indirect incidental or conse- quential damages resulting from the use of this information. SUSTAINABLE UNDERGROUND CONCEPTS Norway is a mountainous country. Topographical features along the western coastline are long fjords cutting into steep and high mountains.
    [Show full text]