Master's Degree Thesis
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Homogenization of Norwegian Monthly Precipitation Series for the Period 1961-2018
No. 4/2021 ISSN 2387-4201 METreport Climate Homogenization of Norwegian monthly precipitation series for the period 1961-2018 Elinah Khasandi Kuya, Herdis Motrøen Gjelten, Ole Einar Tveito METreport Title Date Homogenization of Norwegian monthly 2021-04-30 precipitation series for the period 1961-2018 Section Report no. Division for Climate Services No. 4/2021 Author(s) Classification Elinah Khasandi Kuya, Herdis Motrøen Gjelten, ● Free ○ Restricted Ole Einar Tveito Abstract Climatol homogenization method was applied to detect inhomogeneities in Norwegian precipitation series, during the period 1961-2018. 370 series (including 44 from Sweden and one from Finland) of monthly precipitation sums, from the ClimNorm precipitation dataset were used in the analysis. The homogeneity analysis produced a 58-year long homogenous dataset for 325 monthly precipitation sum with regional temporal variability and spatial coherence that is better than that of non-homogenized series. The dataset is more reliable in explaining the large-scale climate variations and was used to calculate the new climate normals in Norway. Keywords Homogenization, climate normals, precipitation Disciplinary signature Responsible signature 2 Abstract Climate normals play an important role in weather and climate studies and therefore require high-quality dataset that is both consistent and homogenous. The Norwegian observation network has changed considerably during the last 20-30 years, introducing non-climatic changes such as automation and relocation. Homogenization was therefore necessary and work has been done to establish a homogeneous precipitation reference dataset for the purpose of calculating the new climatological standard normals for the period 1991-2020. The homogenization tool Climatol was applied to detect inhomogeneities in the Norwegian precipitation series for the period 1961-2018. -
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. -
A High Resolution Tidal Model for the Coast of M°Re and Tr
Norsk Geografisk Tidsskrift – Norwegian Journal of Geography Vol. 57, 65–82. Oslo. ISSN 0029-1951 A high resolution tidal model for the coast of Møre and Trøndelag, Mid- Norway HALVARD MOE, BJØRN GJEVIK & ATLE OMMUNDSEN Moe, H., Gjevik, B. & Ommundsen, A. 2003. A high resolution tidal model for the coast of Møre and Trøndelag, Mid-Norway. Norsk Geografisk Tidsskrift–Norwegian Journal of Geography Vol. 57, 65–82. Oslo. ISSN 0029-1951. A numerical model with grid resolution 500 m has been used to simulate tides on a section of the shelf off the coast of Møre and Trøndelag in western Norway. The model spans c. 3° latitude and covers a sea area of c. 8.104 km2. The fine spatial resolution resolves important fine scale features of the bottom topography on the shelf and the complex coastline with fjords and islands. Boundary conditions at the oceanic sides of the model domain are obtained by interpolation from a larger scale tidal model cover- ing the Nordic Seas. The semi-diurnal components M2, S2 and N2 and the diurnal component K1 are simulated. Harmonic constants for sea level are compared with observations from 28 stations. The standard deviations between the observed and modeled ampli- tudes and phases for the dominant semi-diurnal component M2 are 1.7 cm and 4.8–7.0° respectively. Current fields from the model are compared with measurements from stations along the pipeline from Tjeldbergodden on the coast to the oil and gas fields on the northern rim of Haltenbanken. Parameters, particularly for the M2 current ellipse, are found to be in good agreement with mea- surements. -
The Value Aspect of Reallocating Seafood Freight from Road to Sea
DOI: 10.5772/intechopen.68779 Provisional chapter Chapter 4 The Value Aspect of Reallocating Seafood Freight from TheRoad Value to Sea Aspect Transport of Reallocating Seafood Freight from Road to Sea Transport Per Engelseth, Irina V. Karlsen, Shulin Huang Perand Engelseth, Arild Hoff Irina V. Karlsen, Shulin Huang and AdditionalArild Hoff information is available at the end of the chapter Additional information is available at the end of the chapter http://dx.doi.org/10.5772/intechopen.68779 Abstract A case study elaborates on the project organization promoting change of transport mode in a food chain from a value perspective. This project organization may perspectively be viewed as a supply chain with value conceptions different from the everyday seafood supply chain it is meant to develop. Value is in this project context revealed as an inter- subjective complex phenomenon, founded in that value conceptions by actors located at different locations in the supply chain. This renders customer value as one of many dynamic value components in this project organization. Value embedded in a supply chain is therefore always a source of uncertainty, a subjective perspective; it cannot be considered as a clear functional purpose in projects aimed at developing food supply. The route to reallocate seafood freight should therefore focus on organizing interconnec- tivity to support networking and the project members accepting that the project outcome is emergent. Keywords: food logistics, sustainability, short sea shipping, intermodal transport, customer value, supply chain management 1. Introduction Established 45 years ago, the Norwegian aquaculture industry has progressively grown, which has now become one of the most important industries in Norway’s economy. -
Kommunestrukturutredning Snillfjord, Hitra Og Frøya Sluttrapport
Kommunestrukturutredning Snillfjord, Hitra og Frøya Sluttrapport ANJA HJELSETH, PER KRISTIAN ROKO KALLAGER, AUDUN THORSTENSEN, SONDRE GROVEN OG MARIT OWREN NYGAARD TF-rapport nr. 369 2015 Tittel: Kommunestruktur Snillfjord, Hitra og Frøya Undertittel: Sluttrapport TF-rapport nr.: 369 Forfatter(e): Anja Hjelseth, Per Kristian Roko Kallager, Audun Thorstensen, Sondre Groven og Marit Owren Nygaard Dato: 01.11.15 ISBN: 978-82-7401-858-7 ISSN: 1501-9918 Pris: 150,- (Kan lastes ned gratis fra www.telemarksforsking.no) Framsidefoto: Telemarksforsking Prosjekt: Utredning av kommunestruktur på Nordmøre Prosjektnr.: 20150650 Prosjektleder: Anja Hjelseth Oppdragsgiver(e): Snillfjord, Hitra og Frøya kommuner Spørsmål om denne rapporten kan rettes til: Telemarksforsking Postboks 4 3833 Bø i Telemark Tlf: +47 35 06 15 00 www.telemarksforsking.no Resymé: Denne sluttrapporten belyser fordeler og ulemper ved sammenslåing av Snillfjord, Hitra og Frøya kommuner knyttet til samfunnsutvikling, økonomi, tjenesteproduksjon og lokaldemokrati. Anja Hjelseth er utdannet siviløkonom, og har vært ansatt ved Telemarksforsking siden 2013. Hun jobber med kommunalforsking, og har blant annet vært involvert i en rekke utredninger knyttet til kommunestruktur. Anja har vært prosjektleder for arbeidet på Nordmøre, og blant annet hatt hovedansvaret for spørreundersøkelsen, rapportene om tjenesteyting og lokaldemokrati, samt sluttrapporten. Audun Thorstensen er utdannet statsviter, og har vært ansatt ved Telemarksforsking siden 2007. Han jobber spesielt med kommunaløkonomi og KOSTRA-analyser, og har vært ansvarlig for de økonomiske beregningene og økonomirapporten i denne utredningen. Per Kristian Roko Kallager er utdannet statsviter og har vært ansatt som forskningsassistent ved Telemarksforsking siden våren 2015. Per jobber på kommunalområdet, og har siden oppstarten bidratt i flere utredninger knyttet til kommunestruktur. -
The Principles of Norwegian Tunnelling
THE PRINCIPLES OF Photo: Gunnar Kopperud NORWEGIAN TUNNELLING NORWEGIAN TUNNELLING SOCIETY PUBLICATION NO. 26 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, including: - 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 pub- lic use NORSK FORENING FOR FJELLSPRENGNINGSTEKNIKK Norwegian Tunnelling Sosiety [email protected] - www.tunnel.no www.nff.no Photo: Hæhre Entreprenør AS THE PRINCIPLES OF NORWEGIAN TUNNELLING Publication No. 26 NORWEGIAN TUNNELLING SOCIETY 2017 DESIGN/PRINT BY HELLI - VISUELL KOMMUNIKASJON, OSLO, NORWAY NORWEGIAN TUNLLIN E NG SOCIETY PUBLICAO TI N NO. 26 PUBLICATION NO. 26 © Norsk Forening for Fjellsprengningsteknikk NFF ISBN 978-82-92641-39-2 Front page image: Gunnar Kopperud Layout/Print: HELLI - Visuell kommunikasjon AS [email protected] www.helli.no DISCLAIMER “Readers are advised that the publications from the Norwegian Tunnelling Society NFF are issued solely for informational purpose. The opinions and statements included are based on reliable sources in good faith. In no event, however, shall NFF or the authors be liable for direct or indirect incidental or consequential damages resulting from the use of this information.” 2 NORWEGIAN TUNLLIN E NG SOCIETY PUBLICAO TI N NO. 26 FOREWORD The Norwegian Tunnelling Society NFF is publishing this issue No. 26 in the English Language series for the purpose of sharing with international colleagues, and friends, the experiences of tunnel and cavern construction along with examples of underground use. -
Evaluation of Monitoring Items for Adverse Ground Conditions In
Tunnelling and Underground Space Technology 32 (2012) 19–33 Contents lists available at SciVerse ScienceDirect Tunnelling and Underground Space Technology journal homepage: www.elsevier.com/locate/tust Evaluation of monitoring items for adverse ground conditions in subsea tunneling ⇑ Hyunwoo Kim a, Seokwon Jeon b, , Eui-Seob Park c a School of Civil, Urban and Geosystem Engineering, Seoul National University, Seoul, South Korea b Department of Energy Resources Engineering, Seoul National University, Seoul, South Korea c Korea Institute of Geoscience and Mineral Resources, Daejeon, South Korea article info abstract Article history: Three monitoring items, i.e. displacement vector orientation, preceding displacement, and water inflow, Received 1 July 2011 were compared to determine which one best provided supplementary and valuable information on the Received in revised form 21 December 2011 ground ahead of a subsea tunnel face when used with probe drilling. The geotechnical factors affecting Accepted 2 May 2012 tunnel stability were selected from the case studies on the construction of subsea tunnels, and six repre- Available online 12 June 2012 sentative types of adverse ground condition were built with combinations of the factors. The capabilities of monitoring items were compared in depression and weakness zone types that were selected as major Keywords: adverse ground conditions with three criteria, i.e. the capability of categorizing the type of adverse Monitoring ground condition, the early-warning time, and the response capability. A three-dimensional finite ele- Subsea tunnel Adverse ground condition ment analysis program was used to simulate the process of subsea tunnel excavation, and the Analytic Numerical modeling Hierarchy Process was used to select the optimum monitoring item. -
Plan for Idrett Og Fysisk Aktivitet – Høringsutkast
HØRINGSUTKAST Sak 2020/756 PLAN FOR IDRETT OG FYSISK AKTIVITET 2020 – 2023 Plan for idrett og fysisk aktivitet 2020 - 2023 INNHOLDSFORTEGNELSE Innholdsfortegnelse ......................................................................................................................................................................................... 2 1 Innledning ................................................................................................................................................................................................... 4 1.1 Mål i kommuneplanen .............................................................................................. 4 1.2 Statlige føringer for planarbeidet ................................................................................ 4 Kulturdepartementets veileder ......................................................................................................................................... 4 Folkehelseloven ................................................................................................................................................................. 5 Andre planer og retningslinjer ........................................................................................................................................... 5 1.3 Fylkeskommunale føringer ........................................................................................ 6 Hvilke anlegg prioriteres til spillemidler av Trøndelag fylkeskommune ........................................................................... -
Vurdering Av Ventilasjonsanleggene I Hitra- Og Frøyatunnelen
Vurdering av ventilasjonsanleggene i Hitra- og Frøyatunnelen Mats Andre Lied Master i veg og jernbane Innlevert: mai 2016 Hovedveileder: Alex Klein-Paste, BAT Medveileder: Gunnar Lotsberg, Statens veivesen Norges teknisk-naturvitenskapelige universitet Institutt for bygg, anlegg og transport Forord Masteroppgaven er skrevet i samarbeid mellom Faggruppe for veg, transport og geomatikk, Institutt for bygg, anlegg og transport, ved Norges teknisk-naturvitenskapelige universitet og Statens vegvesen. Masteroppgaven er den avsluttende delen for det erfaringsbaserte masterprogrammet Veg og jernbane. Statens vegvesen har finansiert oppgaven og studiet, med kostnad og arbeidstid, og det rettes en stor takk til disse institusjonene for gjennomføringen. Oppgaven er skrevet på deltid høst 2015 og vår 2016. Hovedveileder hos NTNU, som har utformet oppgaveteksten, har vært Alex Klein-Paste og lokal veileder har vært Gunnar Lotsberg i Statens vegvesen. Studien stiller spørsmålet med ventilasjonsanleggene for Hitra- og Frøyatunnelen med tanke på tunnelsikkerhetsforskriften. Arbeidet med å vurdere ventilasjonanlegg i tunneler er en omfattende prosess og jeg håper dette arbeidet vil bli med i videre prosess for å vurdere tiltak i tunnelene. En stor takk til fagpersoner i Statens vegvesen som har bidratt til å belyse problemstillinger og samtalen med varabrannsjefene i Frøya og Hitra kommune. For tilgangen på beregningsverktøy og forklaring av modellering av ventilasjonsanlegg rettes en ekstra takk til lokal veileder og en siste takk til hovedveileder for -
Diapositiva 1 -..:: CIFI Collegio Ingegneri Ferroviari Italiani
Commissione Studi - Gruppo Energia ed Ecologia Comitato ITL - Infrastrutture, Trasporti e Logistica PRESENTA “INFRASTRUTTURE STRATEGICHE PER L’ITALIA” LE GRANDI INFRASTRUTTURE NEL MONDO Giovanni Saccà 2021 06 07 – Q32: Le grandi infrastrutture nel mondo (a cura di Giovanni Saccà) Structurae - International Database and Gallery of Structures International Association for Bridge and Structural Engineering SFTB International Tunneling and Underground Space Association The International Federation for http://www.infoparlamento.it/Pdf/ShowPdf/8417 Structural Concrete (fib – World Tunnel Congress (WTC) Fédération internationale du béton) The design guidelines for SFTBs 2021 06 07 – Q32: Le grandi infrastrutture nel mondo (a cura di Giovanni Saccà) 2 Ponti sospesi a grande luce 2021 06 07 – Q32: Le grandi infrastrutture nel mondo (a cura di Giovanni Saccà) 3 Ponte sospeso Ponte strallato Ponti sospesi e ponti strallati 2021 06 07 – Q32: Le grandi infrastrutture nel mondo (a cura di Giovanni Saccà) 4 Lunghezza teorica massima dei ponti 5,4 km circa Hybrid bridge proposals for Gibraltar Theoretically optimal forms for very long-span Straits Crossing bridges under gravity loading, Volume: 474, https://www.youtube.com/watch?v=_Z96elalN1I Issue: 2217, DOI: (10.1098/rspa.2017.0726) https://www.academia.edu/22312614/CABLE_SUSPENDED_BRIDGES https://royalsocietypublishing.org/doi/10.1098/rspa.2017.0726 2021 06 07 – Q32: Le grandi infrastrutture nel mondo (a cura di Giovanni Saccà) 5 Curve qualitative di andamento dei costi dei ponti sospesi (SB) e dei -
Norwegian Tunnel Builders Are the World's Best – a Myth? by Arild Palmström, Msc, Phd., Rockmass AS
Revised from comments in www.tunnel.no, December 2014 and January 2015 Comments to the paper Norwegian tunnel builders are the world's best – a myth? by Arild Palmström, MSc, PhD., Rockmass AS During the NFF1 Fall Conference on 27 November 2014, Dr. Palmström presented points of view on the Norwegian tunnellers. Some of us assuming that the level of competence is high (even extremely high) whereas others, and the author, have a more factual view. His presentation underscores some facts rocking the bases for exaggerated self-esteem. In the following you will find a selection from his paper. Arild Palmström is well known in the Norwegian geo-engineering sector, he is author of numerous papers, author or co-author of books on rock mechanics, and has wide experience from projects worldwide. In his thesis (Doctor Scientiarum Oslo University 1995), an important part concerns methods for collecting and using geological parameters with focus on block size, rock material and the quality description of the rockmass defined in the index RMi. Summary Some Norwegians within the underground construction environment boast of our tunnellers (not limited to the crew at tunnel face), claiming that these obtain weekly advance higher than competitors abroad. Frequently one will hear that the Underground Olympic Hall in Gjövik (some 100 km north of Oslo) is the largest underground opening for public use, the Laerdal Tunnel is the longest road tunnel, or that one will find the deepest subsea road tunnel on the west coast of the country, and repeatedly that the largest number of underground power house complexes will be found in our country. -
Annual Report
ANNUAL REPORT LERØY SEAFOOD GROUP ANNUAL REPORT 2016 2016 1 ANNUAL REPORT 2016 TABLE OF CONTENTS HISTORY 4 IMPORTANT EVENTS IN 2016 6 STRATEGIC EVENTS 8 KEY FIGURES FOR THE GROUP 10 ANNUAL STATEMENT BY THE GROUP CEO 12 LERØY SEAFOOD GROUP – BUSINESS OVERVIEW 15 CORPORATE GOVERNANCE 29 BOARD OF DIRECTORS’ STATEMENT REGARDING SALARY AND OTHER REMUNERATION OF EXECUTIVE PERSONNEL 40 ENVIRONMENT 42 BOARD OF DIRECTORS’ REPORT 77 RESPONSIBILITY STATEMENT FROM THE BOARD OF DIRECTORS AND CEO 86 INCOME STATEMENT 87 COMPREHENSIVE INCOME 88 BALANCE SHEET 89 STATEMENT OF CASH FLOW 91 CHANGE IN EQUITY 92 NOTES, LERØY SEAFOOD GROUP CONSOLIDATED 2016 93 ANNUAL REPORT LERØY SEAFOOD GROUP ASA 166 AUDITOR’S REPORT 184 ADDRESSES 190 FINANCIAL CALENDAR 2017 11.05.2017 PRESENTATION OF THE 1ST QUARTER 2017 24.08.2017 PRESENTATION OF THE 2ND QUARTER 2017 09.11.2017 PRESENTATION OF THE 3RD QUARTER 2017 27.02.2018 PRELIMINARY RESULT FOR THE YEAR 2017 23.05.2017 ANNUAL GENERAL MEETING LERØY SEAFOOD GROUP LERØY SEAFOOD GROUP 2 ANNUAL REPORT 2016 ANNUAL REPORT 2016 3 At the turn of the new millennium, large parts of the fish in the Sales & Distribution segment. This segment not farming industry were seriously undercapitalised and only sells its own production of salmon and trout, but suffering from the impact of a short-term perspective and also has a high level of sales activity in cooperation with a lack of risk management. This was not compatible with third parties, ensuring a wide product range for the Group the requirements placed on enterprises in the fish farming within seafood.