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Tablice Morskih Mijena 2019. Tide Tables

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HI-OCO-57 ISSN 0350-3488 TABLICE MORSKIH MIJENA JADRANSKO MORE - ISTOČNA OBALA 2019. TIDE TABLES ADRIATIC SEA - EAST COAST 2019 HRVATSKI HIDROGRAFSKI INSTITUT, SPLIT HYDROGRAPHIC INSTITUTE OF THE REPUBLIC OF CROATIA, SPLIT IZDAVAČ / PUBLISHER Hrvatski hidrografski institut Hydrographic institute of the Republic of Croatia GLAVNI UREDNIK / EDITOR IN CHIEF Vinka Kolić ODGOVORNI UREDNIK / MANAGING EDITOR Srđan Čupić TEHNIČKI UREDNIK / TECHNICAL EDITOR Tonći Jeličić LEKTURA / LANGUAGE EDITING AND TRANSLATION Vesna Tomić GRAFIČKI UREDNIK / LAYOUT EDITOR Milivoj Pogančić GRAFIČKA PRIPREMA / PREPRESS Matilda Uvodić TISAK I UVEZ / PRINTED AND BINDING Reprodukcijski odjel HHI Reproduction department of the HHI NAKLADA / PRINTING RUN 100 primjeraka / copies ISSN 0350-3488 Copyright © HRVATSKI HIDROGRAFSKI INSTITUT, 2018. Hydrographic institute of the Republic of Croatia Zrinsko-Frankopanska 161, 21000 Split, Hrvatska tel: +385 (0)21 308-800, fax: (0)21 347-242 www.hhi.hr PREDGOVOR Tablice morskih mijena (Jadransko more - istočna obala) izdaju se svake godine od 1974. godine. Tiskaju se na hrvatskom i engleskom jeziku. Sve primjedbe, opažanja i sugestije za unapređenje ove publikacije bit će primljene sa zahvalnošću. Split, rujan 2018. ODGOVORNI UREDNIK Srđan Čupić, prof. fi zike i politehnike PREFACE Tide Tables (Adriatic Sea - East Coast) have been published since 1974. Tide Tables are issued annually in Croatian and English. All remarks, observations and suggestions for the improvement of this publication would be welcomed. Split, September 2018. MANAGING EDITOR Srđan Čupić, B.Sc. 3 UVOD INTRODUCTION Općenito General arrangement Položaj luka (mareografskih postaja) na istočnoj Diagram showing locations of ports (tide gauge obali Jadrana za koje su prognozirana vremena nastu- stations) on the East Adriatic Coast is given on the pa visokih i niskih voda za svaki dan u godini prika- inside front cover. The terms Standard Port and Sec- zan je na unutrašnjoj prednjoj korici. Izrazi ”Glavna ondary Port have no reference with their geographic luka” i ”Sporedna luka” ne odnose se na geografski position, size or importance. položaj, veličinu ili važnost navedenih luka. Part I of these tables gives general data and U prvom dijelu (DIO I) navedeni su opći podaci i harmonic constants for 8 Standard Ports with daily harmoničke konstante za 8 glavnih luka te prognoz- predictions of the times and heights of high and low irana vremena nastupa i visine visokih i niskih voda waters in 2019. za svaki dan u 2019. godini. Part II gives time and height differences and other U drugom dijelu (DIO II) su popravci vremena constants which are used for prediction at 9 Second- i visina te ostale potrebne konstante za određivanje ary Ports on the East Adriatic Coast. vremena nastupa i visine visokih i niskih voda za 9 sporednih luka na istočnoj obali Jadrana. This volume also contains Phases of the Moon given at the end of the book, as well as the list of Na kraju publikacije je kalendar Mjesečevih mi- titles, symbols and abbreviations in Croatian and jena u 2019. godini i hrvatsko-englesko objašnjenje English. svih korištenih oznaka i kratica. Methods of Prediction Metoda prognoze All predicted times and heights of high and low Prognozirana vremena nastupa i visine visokih waters are calculated from 7 major constituents us- i niskih voda za 8 glavnih luka izračunana su po ing the harmonic method. Harmonic constants for the harmoničkom postupku iz 7 glavnih komponena- Standard Ports Rovinj, Bakar, Split and Dubrovnik ta morskih mijena. Harmoničke konstante za luke are calculated based on continuous observations of Rovinj, Bakar, Split i Dubrovnik određene su iz kon- the tide over a period of 18.6 years (Croatian verti- tinuiranog niza mareografskih registracija od 18.6 cal reference system for epoch 1971.5 – HVRS71). godina (Hrvatski visinski referentni sustav za epohu For the Standard Ports Mali Lošinj, Vis and Ploče 1971.5 – HVRS71). Za luke Mali Lošinj, Vis i Ploče harmonic constants are calculated based on continu- harmoničke konstante određene su iz višegodišnjeg ous multiannual series of tide gauge registrations. kontinuiranog niza mareografskih registracija. Za Harmonic constants for the Standard Port Zadar are luku Zadar harmoničke konstante određene su iz niza calculated based on continuous observations of the mareografskih registracija od 18.6 godina (2003.5 ± tide over a period of 18.6 years (2003.5 ± 9.3 years). 9.3 godine). Times Vrijeme All times of predictions are given in the Central Vrijeme nastupa visokih i niskih voda je sredn- European Time (CET = UTC + 1h). When Summer joeuropsko vrijeme (SEV = UTC + 1h). Kada je na Time is being kept, one hour should be added to the snazi ”ljetno vrijeme” treba dodati 1 sat prognoz- predicted times. iranom vremenu. 4 Visine Heights Prognozirane visine visokih i niskih voda su u All predicted heights are given in centimetres centimetrima iznad razine hidrografske nule. Hidro- above Chart Datum. Chart Datum is understood to grafska nula je razina mora u odnosu na koju su pri- be the datum of soundings on the latest edition of a kazane dubine na pomorskim kartama izdanja Hrvat- nautical chart edited by the Hydrographic Institute. skog hidrografskog instituta. As in the area of the East Adriatic Coast tides are Morske mijene na istočnoj obali Jadrana of mixed type with pronounced inequalities in height. mješovitog su tipa s izraženim nejednakostima u visi- Chart Datum is defi ned as geoid surface which is de- ni. Hidrografska nula defi nirana je kao ploha geoida termined as Mean Lower Low Waters of Spring Tide koja je određena srednjom razinom nižih niskih voda on the tide gauges Dubrovnik, Split, Bakar, Rovinj živih morskih mijena na mareografi ma u Dubrovniku, and Koper in the epoch 1971.5, called “Hrvatski Splitu, Bakru, Rovinju i Kopru u epohi 1971.5, koja referentni sustav dubina mora za epohu 1971.5 - se naziva “Hrvatski referentni sustav dubina mora za HRSDM71”. Chart Datum is defi ned on the days of epohu 1971.5 - HRSDM71”. Ona je određena kao syzygy from the same series of tide records as the one srednjak nižih niskih voda na dane sizigija iz istog used for the calculation of Mean Sea Level. niza mareografskih registracija iz kojeg je određena i srednja razina mora. Meteorological Effects on Tides Meteorološki utjecaji na morske mijene Tidal predictions in these tables are computed for meteorological conditions without wind and a Podaci u tablicama izračunani su za meteorološke barometric pressure of 1013 hPa (1013 millibars). uvjete bez vjetra i s barometarskim tlakom zraka od Changes in meteorological conditions will cause 1013 hPa. Promjenom meteoroloških uvjeta nastaju corresponding differences between the predicted and razlike između stvarnih podataka morskih mijena i the actual tide. Variations in tidal heights are mainly prognoziranih. Razlike su uglavnom uzrokovane caused by strong or prolonged winds and by unusual- jakim i dugim puhanjem vjetrova i neobično visokim ly high or low barometric pressure. A low barometer ili niskim barometarskim tlakom zraka. Pri nižem will tend to raise sea level and high barometer will barometarskom tlaku razina mora će se uzdizati, a pri tend to depress it. Changes in level due to barometric višem će se spuštati. Promjena visine razine mora uz- pressure seldom exceed 30 cm but, when sea level is rokovana promjenom tlaka zraka ne prelazi visinu od raised or lowered by strong winds this effect can be 30 cm, ali kad je razina mora u uzdizanju ili spuštanju important. zbog jakog vjetra, utjecaj tlaka može biti značajan. The effect of wind on sea level is very variable Utjecaj vjetra na kolebanje razine mora je različit and largely depends on the topography of the area, i zavisi od reljefa područja, smjera, brzine i trajanja as well as on the wind direction, speed and duration. vjetra. Na istočnoj obali Jadrana vjetrovi koji pušu In general it can be said that in the area of the East s obale snizuju a vjetrovi koji pušu s mora povisuju Adriatic a strong wind blowing straight onshore will razinu mora. cause high waters to be higher than predicted, while winds blowing off the land will have the reverse ef- fect. 5 6 DIO I / PART I Tablica 1 / Table 1 Glavne luke (Opći podaci i harmoničke konstante) Standard Ports (General data and harmonic constants) Geografske Harmoničke konstante / Harmonic constants Red Glavne luke koordinate Z Geographical 0 br. Standard Port konst M S N K K O P coordinates 2 2 2 2 1 1 1 1. ROVINJ φ = 45˚05’ N 49 H 18.49 10.33 3.12 2.72 14.87 4.37 5.51 λ = 13˚38’ E g 276.0 281.5 275.7 289.8 77.1 54.3 68.1 2. BAKAR φ = 45˚1 8 ’ N 33 H 10.50 5.44 1.87 1.36 12.73 3.74 4.70 λ = 14˚32’ E g 250.2 251.9 250.1 255.9 72.8 49.1 62.8 3. MALI LOŠINJ φ = 44˚32’ N 34 H 7.86 4.52 1.30 1.41 13.20 4.48 4.36 λ = 14˚28’ E g 239.9 244.8 243.9 231.7 64.5 49.1 61.5 4. ZADAR φ = 44˚07’ N 23 H 5.76 3.06 1.08 0.74 11.40 3.27 3.98 λ = 15˚14’ E g 221.6 220.5 228.7 199.6 52.9 53.6 53.7 5. SPLIT φ = 43˚30’ N 20 H 7.63 5.17 1.21 1.26 7.77 2.34 2.90 λ = 16˚26’ E g 133.9 134.7 134.0 144.6 64.5 40.1 54.4 6. VIS φ = 43˚04’ N 17 H 7.35 5.16 1.30 1.23 7.89 2.38 2.73 λ = 16˚12’ E g 107.0 110.9 103.6 112.9 56.4 42.3 49.2 7.
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  • Comparison of Variants for New Peljesac Bridge in Croatia

    Comparison of Variants for New Peljesac Bridge in Croatia

    Multi-Span Large Bridges – Pacheco & Magalhães (Eds.) © 2015 Taylor & Francis Group, London, ISBN 978-1-138-02757-2 Comparison of variants for New Peljesac Bridge in Croatia J. Radic, Z. Savor & M. Srbic Zagreb University, Zagreb, Croatia M. Pipenbaher Ponting Consulting Engineers, Maribor, Slovenia ABSTRACT: The southern part of Croatia, including the city of Dubrovnik, is currently separated from the rest of Croatia by a small coastal stretch belonging to the state of Bosnia and Herzegovina. A fixed link between all parts of Croatia will be established after completion of the Mainland- Peljesac Peninsula Bridge. Construction of the bridge started in 2007, but it was slowed down and finally abandoned in 2012 due to lack of funds. The client recently requested new economically more viable solutions. Two alternative bridge solutions were proposed in the new preliminary design, a continuous steel beam bridge and a multi-span extrados semi-integral bridge with hybrid deck. Finally, the multi-span extradosed semi-integral bridge with hybrid deck was chosen for further design. Both preliminary designs will be described in the paper. Keywords: box girder bridge, multi-span extradosed semi-integral bridge, steel deck, hybrid deck, deep foundations, cable stayed steel bridge. 1 INTRODUCTION The Mainland-Peljesac Peninsula Bridge is the largest civil engineering structure to be built in Croatia in the near future. A fixed link between all parts of Croatian territory will be established after completion of the Mainland-Peljesac Peninsula Bridge over a navigable sea strait, with minimum required navigation clearance of 200 × 55 m (Figure 1). This is a specific request of the neighboring country of Bosnia and Herzegovina, although the Mali Ston Bay is ecologically an extremely vulnerable area, where any larger ship traffic might Figure 1.