Journal of Ecology and Protection of the Coastline
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Procesy Aktywizuj¹ce Degradację Wybrze¿A Klifowego Zalewu Puckiego
Przegl¹d Geologiczny, vol. 53, nr 1, 2005 Procesy aktywizuj¹ce degradacjê wybrze¿a klifowego Zalewu Puckiego Leszek Zaleszkiewicz*, Dorota Koszka-Maroñ* Activation processes of degradation of cliff coast of Puck Lagoon. Prz. Geol., 53: 55–62. Summary.Thewestern cliff coast of Puck Lagoon has a lentgh of 7900 m. Its development proceeds as a result of processes of desintegration, denudation and marine erosion. The mass movement getting on depends on kind of sediment, geometry of slope and plant cover. Earth fall and talus accumulation prevail. As an effect of this pro- cesses, the cliff retreats in the form of small wastes. Key words: Puck Lagoon, cliff coast, geodynamical processes, photographic panorama L. Zaleszkiewicz Dotychczasowe badania geologiczne Ogólna charakterystyka obszaru badañ prowadzone na obszarze wybrze¿a Zale- i zarys budowy geologicznej wu Puckiego ogranicza³y siê do ogólnego opisu budowy geologicznej regionu i W wyniku erozyjnego i akumulacyjnego dzia³ania charakterystyki okreœlonych osadów w ostatniego l¹dolodu oraz jego wód roztopowych powsta³y wybranych miejscach (Subotowicz, odizolowane pradolinami P³utnicy i Redy fragmenty 1982; Jankowska & £êczyñski, 1993; wysoczyzn morenowych Kêpy Puckiej i Swarzewskiej. Skompski, 1997, 2001, 2002; Zawadz- Powierzchnie kêp o charakterze równin, maj¹ce w czêœci ka-Kahlau, 1999; Mas³owska i in., 2000, centralnej wysokoœci bezwzglêdne 30,0–40,0 m n.p.m., 2003). W zale¿noœci od budowy geolo- ³agodnie opadaj¹ w kierunku wschodnim. W stosunku do gicznej i procesów geodynamicznych D. Koszka-Maroñ obecnej sytuacji kontynuowa³y siê one na obszarze dzisiej- okreœlano typ klifu i porównywano go na szego Zalewu. Obecnie zachodnie wybrze¿e wysoczyznowe tle ca³ego wybrze¿a. -
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Urząd Transportu Kolejowego https://utk.gov.pl/pl/aktualnosci/905,Wyniki-kontroli-pociagow-pasazerskich-w-okresie-Wszystkich-Swietych.html 2021-10-01, 13:06 Strona znajduje się w archiwum. Wyniki kontroli pociągów pasażerskich w okresie Wszystkich Świętych 09.11.2011 W dniach 28, 29 i 31 października oraz w dniu 1 listopada 2011 r., w związku ze spodziewanym nasileniem przewozów pasażerskich kontrolerzy Urzędu Transportu Kolejowego przeprowadzili kontrole wybranych pociągów pasażerskich obsługiwanych przez różne spółki kolejowe. Kontrole były prowadzone na wcześniej wytypowanych dworcach kolejowych na terenie całego kraju. Działania Urzędu miały na celu ustalenie, czy zapewniono podróżnym odpowiednie warunki bezpieczeństwa i higieny podczas podróży oraz czy były przestrzegane przepisy rozporządzenia WE/1371/2007 w zakresie praw pasażerów. Podczas kontroli zwracano szczególną uwagę na: 1. warunki podróżowania w pociągu, w tym: czystość taboru kolejowego (czystość toalet, przedziałów, korytarzy), dostępność w toaletach wody, mydła, papieru toaletowego, ręczników lub suszarek do rąk, działanie oświetlenia; 2. dostosowanie pociągów do potrzeb osób niepełnosprawnych i osób o ograniczonej sprawności ruchowej oraz do przewozu rowerów, w tym w szczególności oznaczenie tych pociągów na rozkładach jazdy; 3. frekwencję w pociągach podaną szacunkowo, jako stosunek liczby pasażerów do liczby miejsc siedzących; 4. ogrzewanie pociągów; 5. właściwe oznakowanie wyjść awaryjnych z pociągu, dostępność i oznakowanie gaśnic; 6. informację wizualną o rozkładzie jazdy oraz informację wizualną i megafonową o odstępstwach od rozkładu jazdy (opóźnienia, odwołania, zmiany peronu odjazdów pociągów); 7. czas oczekiwania na uzyskanie informacji i zakup biletu; 8. postępowanie przewoźnika w przypadku rezygnacji z podróży z powodu braku miejsc w pociągu; 9. właściwe oznakowanie tablic kierunkowych; Ogółem skontrolowano 276 pociągów pasażerskich, z czego najwięcej w dniu 31 października. -
A0 Vertical Poster
Hydrochemical characterization of SGD in the Bay of Puck, Southern Baltic Sea Żaneta Kłostowska1,2*, Beata Szymczycha1, Karol Kuliński1, Monika Lengier1 and Leszek Łęczyński2 1 Institute of Oceanology, Polish Academy of Sciences, Powstańców Warszawy 55, 81-712 Sopot, Poland 2 Institute of Oceanography, University of Gdańsk, Marszałka Piłsudskiego 46, 81-378 Gdynia, Poland * [email protected] Introduction Submarine groundwater discharge (SGD) is defined as all flow of water from seabed to the water column and is a significant path of both water masses and chemical substances exchange between land and ocean (Burnett et al. 2003). SGD in the Bay of Puck has been recognized as an important source of selected chemical substances in comparison to rivers, atmospheric deposition and point sources (Szymczycha and Pempkowiak 2016). The assumption was made that SGD off Hel is representative for the whole area. As inner and outer part of the Bay of Puck characterizes with different oceanographic conditions there is a need to verify whether SGD composition is similar at both parts. The aim of this study was to identify difference in SGD composition at several sites located in the Inner and Outer part of the Bay of Puck including sites located in Hel Peninsula and mainland. Methods The research was carried out within 2016 and 2017. Three active groundwater discharge areas were identified in Hel Peninsula (Hel, Jurata, Chałupy), and three at inland part of the bay (Puck, Swarzewo and Osłonino) based on in situ salinity measurements (Fig.1.). Samples with Cl- concentration smaller than 1000 mg·dm-3 represented SGD, while samples with Cl- concentration higher than 1000 mg·dm-3 were recognised as seepage water. -
The Stages of the Cultural Landscape Transformation of Seaside Resorts in Poland Against the Background of the Evolving Nature of Tourism
Land. 2020, 9, x; doi:10.3390/ S1 of S9 Supplementary Materials: The Stages of the Cultural Landscape Transformation of Seaside Resorts in Poland against the Background of the Evolving Nature of Tourism Wojciech Bal and Magdalena Czalczynska-Podolska (a) (b) (c) (d) (e) (f) Land. 2020, 9, x; doi:10.3390/ S2 of S9 (g) (h) (i) (j) (k) (l) Figure S1. Stage I: Elite resort—architecture and landscape: (a) The beach, Świnoujście (1898–1903); (b) The pier and the Spa House, Kołobrzeg; (c) Promenade, Świnoujście (1908–1913); (d) Żeromskiego Street––the promenade, the view from the beach, Świnoujście (1905); (e) Świnoujście, a panoramic view (1918); (f) The map of Świnoujście (1910–1914); (g) Miramare Hotel, Międzyzdroje (1900); (h) Międzyzdroje, a postcard (1895–1900); (i) Dziwnów, a panoramic view (1900–1910); (j) The Spa House, Dziwnów (1910); (k) The pier, Sopot (1900–1910); (l) The beach, Sopot (1895–1900). Source: Fotopolska.eu. Archival photos. Land. 2020, 9, x; doi:10.3390/ S3 of S9 (a) (b) (c) (d) (e) Land. 2020, 9, x; doi:10.3390/ S4 of S9 (f) (g) Figure S2. Stage II: National resort—architecture and landscape: (a) Lido Hotel, Jurata (1932–1933); (b) One of the guesthouses in Jurata (1918–1939); (c) One of the summer villas in Jurata (1918–1939); (d) Bałtyk Hotel, Jurata (1930); (e) Cassino in Recreational Centre, Cetniewo (1831); (f) Jastrzebia Góra, a postcard (1934); (g) Jastrzebia Góra, a postcard (1934). Source: Fotopolska.eu. Archival photos (a, e–g), The National Digital Archives (b–d). Land. 2020, 9, x; doi:10.3390/ S5 of S9 (a) (b) (c) (d) (e) (f) Land. -
Port of Gdańsk and Port of Gdynia's Exposure to Threats Resulting From
Journal of Polish Safety and Reliability Association Summer Safety and Reliability Seminars, Volume 7, Number 1, 2016 Cieślikiewicz Witold Dudkowska Aleksandra Gic-Grusza Gabriela Institute of Oceanography, University of Gdańsk, Gdańsk, Poland Port of Gdańsk and Port of Gdynia’s exposure to threats resulting from storm extremes Keywords critical infrastructure, Port of Gdynia, Port of Gdańsk, storm extremes, Gulf of Gdańsk hydrodynamics Abstract This study is intended to make a first estimate of the exposure of the two Polish largest ports – Gdańsk and Gdynia, localized in the Gulf of Gdańsk – to threats from storm extremes. These ports are elements of the Polish critical infrastructure and presented analysis is one of the tasks related to critical infrastructure protection. Hypothetical extreme meteorological conditions have been defined based on 138-year NOAA data and assumed wave fields for those conditions have been generated. Using HIPOCAS project database the 21 extreme historical storms over the period 1958–2001 were selected to simulate realistic conditions in the vicinity of the ports. The highest significant wave height was found to be nearly 4 m in the vicinity of Port of Gdańsk and nearly 2 m in the vicinity of Port of Gdynia. A future intensification of these wave conditions should be considered due to the climate change and sea level rise. 1. Introduction According to the Polish Act of April 26th, 2007 on crisis management, sea ports, which are logistic centers of international nature, are part of the critical infrastructure of the country. Characteristics of threats to ports and the assessment of the risk of their occurrence is one of the elements of the critical infrastructure protection plans. -
Potential International Partnership with Gdynia, Poland
P.O. Box 1749 Halifax, Nova Scotia B3J 3A5 Canada Item No. 14.3.2 Halifax Regional Council June 5, 2018 TO: Mayor Savage and Members of Halifax Regional Council Original Signed SUBMITTED BY: Deputy Mayor Waye Mason, Chair, Community Planning & Economic Development Standing Committee DATE: May 22, 2018 SUBJECT: Potential International Partnership with Gdynia, Poland ORIGIN May 17, 2018 meeting of the Community Planning & Economic Development Standing Committee, Item No. 12.1.1. LEGISLATIVE AUTHORITY Community Planning & Economic Development Standing Committee Terms of Reference, section 4 (b) which states: “The Community Planning and Economic Development Standing Committee shall oversee the Municipality’s Economic Plan, Economic Prosperity Indicators and Immigration Action Plan by overseeing the progress of the Municipality’s Economic Strategy and Outcome areas and related initiatives”. RECOMMENDATION The Community Planning and Economic Development Standing Committee recommends that Halifax Regional Council: 1. Establish a Friendship Partnership Agreement with Gdynia, Poland; 2. Authorize the Chief Administrative Officer to negotiate and prepare a memorandum of understanding with Gdynia, Poland, that includes the anticipated goals and outcomes for the partnership in accordance with the discussion section of this report, for a term of 5 years; and 3. Authorize the Mayor to execute the memorandum of understanding. Potential International Partnership with Gdynia, Poland Council Report - 2 - June 5, 2018 BACKGROUND A staff report dated April 3, 2018 pertaining to a potential international partnership with Gdynia, Poland was before the Community Planning & Economic Development Standing Committee for consideration at its meeting held on May 17, 2018. For further information, please refer to the attached staff report dated April 3, 2018. -
Quantitative Analysis of the Impact of Fishing Ship Traffic Streams on Traffic Streams of Merchant Vessels in Polish Maritime Areas
Scientific Journals Zeszyty Naukowe of the Maritime University of Szczecin Akademii Morskiej w Szczecinie 2018, 53 (125), 93–101 ISSN 1733-8670 (Printed) Received: 24.10.2017 ISSN 2392-0378 (Online) Accepted: 20.02.2018 DOI: 10.17402/270 Published: 16.03.2018 Quantitative analysis of the impact of fishing ship traffic streams on traffic streams of merchant vessels in Polish maritime areas Anna Anczykowska, Paulina Rekowska, Wojciech Ślączka Maritime University of Szczecin, Faculty of Navigation, Maritime Risk Center 1–2 Wały Chrobrego St., 70-500 Szczecin, Poland e-mail: [email protected] corresponding author Key words: fishing vessels, Baltic Sea, traffic streams, merchant vessels, maritime areas, risk Abstract The Baltic Sea is crisscrossed by several dense vessel traffic routes. Growing shipping traffic increases the likelihood of collisions. A quantitative analysis of the impact of fishing vessel traffic streams on streams of merchant vessel traffic aims to identify areas of intense traffic of this type and to assess the potential risks. The identification of intersections of fishing vessel routes and merchant shipping traffic allows us to identify spots of potential collisions. The analysis made use of the IALA IWRAP Mk2 program and AIS data collected from April 1, 2013 to March 31, 2014. Introduction Shipping routes in the South Baltic – state of knowledge The intensity of commercial vessel traffic in the Baltic Sea has been increasing yearly. The observed The Helsinki Commission (HELCOM) conducts growth comprises mainly bulk carriers, container research on the vessel traffic density in the Baltic ships, general cargo vessels and passenger ships. Sea. Traffic streams are recorded via the automatic Since the LNG terminal in Świnoujście was put into identification system (AIS). -
Spreading of Brine in the Puck Bay in View of In-Situ Measurements
E3S Web of Conferences 54, 00029 (2018) https://doi.org/10.1051/e3sconf/20185400029 SWIM 2018 Spreading of brine in the Puck Bay in view of in-situ measurements Małgorzata Robakiewicz Department of Coastal Engineering and Dynamics, Institute of Hydro-Engineering, Polish Academy of Sciences, Gdańsk, Poland. ABSTRACT Since autumn of 2010 in the north-eastern part of Poland underground gas stores are under construction by diluting salt deposits. A by-product of the technology applied is brine, which is discharged into the coastal waters of the Puck Bay (south Baltic Sea). In the pre- investment study a theoretical analysis of the mixing conditions in the near-field and far- field of the proposed installation was conducted. An extensive monitoring programme carried out since 2010 shows a good mixing of brine with the surrounding waters. Excess salinity due to the continuous discharge of brine estimated using data measured in situ is generally lower than permitted, i.e. not exceeding 0.5 psu in the near-field of installation. INTRODUCTION Increasing demands for gas storage capacity encouraged Polish Gas and Oil Company (PGNiG) to make use of salt deposits located in the north-eastern part of Poland, in the area bordering on the Puck Bay (the inner part of the Gulf of Gdańsk, South Baltic Sea), to create underground gas stores. A complex of 10 chambers (total volume of 250x106 m3) was designed for construction in Kosakowo, near Gdynia. Owing to local geological conditions, the chambers are created at a depth of 800-1600 m. The construction site (GSS, Figure 1) is located about 4 km away from the Baltic Sea coast. -
Zbwleibniz-Informationszentrum
A Service of Leibniz-Informationszentrum econstor Wirtschaft Leibniz Information Centre Make Your Publications Visible. zbw for Economics Kuzia, Michał; Przybyłowski, Adam Article Challenges for urban sustainable mobility: Gdynia Maritime University case study Economic and Environmental Studies (E&ES) Provided in Cooperation with: Opole University Suggested Citation: Kuzia, Michał; Przybyłowski, Adam (2017) : Challenges for urban sustainable mobility: Gdynia Maritime University case study, Economic and Environmental Studies (E&ES), ISSN 2081-8319, Opole University, Faculty of Economics, Opole, Vol. 17, Iss. 4, pp. 1071-1085, http://dx.doi.org/10.25167/ees.2017.44.27 This Version is available at: http://hdl.handle.net/10419/193060 Standard-Nutzungsbedingungen: Terms of use: Die Dokumente auf EconStor dürfen zu eigenen wissenschaftlichen Documents in EconStor may be saved and copied for your Zwecken und zum Privatgebrauch gespeichert und kopiert werden. personal and scholarly purposes. Sie dürfen die Dokumente nicht für öffentliche oder kommerzielle You are not to copy documents for public or commercial Zwecke vervielfältigen, öffentlich ausstellen, öffentlich zugänglich purposes, to exhibit the documents publicly, to make them machen, vertreiben oder anderweitig nutzen. publicly available on the internet, or to distribute or otherwise use the documents in public. Sofern die Verfasser die Dokumente unter Open-Content-Lizenzen (insbesondere CC-Lizenzen) zur Verfügung gestellt haben sollten, If the documents have been made available under an Open gelten abweichend von diesen Nutzungsbedingungen die in der dort Content Licence (especially Creative Commons Licences), you genannten Lizenz gewährten Nutzungsrechte. may exercise further usage rights as specified in the indicated licence. www.econstor.eu www.ees.uni.opole.pl ISSN paper version 1642-2597 ISSN electronic version 2081-8319 Economic and Environmental Studies Vol. -
Piaśnica a Scene of German Crimes in Pomerania in 1939
Piaśnica A scene of German crimes in Pomerania in 1939 Introduction by Monika Tomkiewicz PhD, historian and member of the Regional Commission for Investigation of Crimes Against the Polish Nation in Gdańsk Scientific consultation Prof. dr hab. Bogdan Chrzanowski Text edited by Janosz Józefczyk Mirosław Odyniecki Correction of texts by Mateusz Ihnatowicz, PhD Jacek Pudliszewski, PhD Biographical notes written by Mateusz Ihnatowicz, PhD Cover design by Karol Formela First edition The Stutthof Museum in Sztutowo Wejherowo 2017 ISBN 978-83-946986-5-2 Published by: The Stutthof Museum in Sztutowo for the Branch Office: The Piaśnica Museum in Wejherowo (in organisation) 11/2 Św. Jacka St., 84-200 Wejherowo phone/fax: +48 58 736 11 11 e-mail: [email protected] www.muzeumpiasnickie.pl Table of Contents Introduction. Massacre in Piaśnica ................................................. 4 Piaśnica ......................................................................................... 11 Main Memorial ............................................................................. 13 Crossroads – “Pensive Christ” ...................................................... 14 Grave No. 4 ................................................................................... 15 Grave No. 1 ................................................................................... 16 Grave No. 2 ................................................................................... 17 Monument to Leon Najman – Mirza Kryczyński ......................... 18 Memorial -
Reproductive Cycle and the Related Spatial and Temporal Distribution Of
Reproductive cycle and OCEANOLOGIA, 44 (4), 2002. pp. 475–490. the related spatial and 2002, by Institute of temporal distribution of Oceanology PAS. the ninespine stickleback KEYWORDS (P ungitius pungitius L.) Ninespine stickleback in Puck Bay Breeding period Spawning Stages of maturity Puck Bay Ewa Sokołowska Institute of Oceanology, Polish Academy of Sciences, Powstańców Warszawy 55, PL–81–712 Sopot, Poland; e-mail: [email protected] Krzysztof E. Skóra Marine Station, Institute of Oceanography, University of Gdańsk, Morska 2, PL–84–150 Hel, Poland; e-mail: [email protected] Manuscript received 3 July 2002, reviewed 23 October 2002, accepted 28 October 2002. Abstract The cycle of gonad development and related changes in the length structure and spatial-temporal distribution of ninespine sticklebacks (Pungitius pungitius L.) in Puck Bay were studied. Observations were carried out in the shallow shore zones, as well as in the deeper epipelagic zone of the Bay. Ninespine sticklebacks reproduce in the brackish environment of Puck Bay, breeding in its warmer, inshore zones. Reproduction takes place in the spring and summer months, from April to July. One female spawns several clutches of eggs during one breeding season. The average length of ninespine sticklebacks in Puck Bay was about 40 mm, and the sex ratio in the population was close to 1:1. However, both length structure and sex ratio were subject to local and periodic variations, resulting from possible breeding-related territorial divisions. Higher gonadosomatic indices in females in early spring represented the transition of fish to the advanced vitelligenous phase. The lowest GSI of males during the breeding season indicated the termination of spermatogenesis. -
Source: Institute of National Remembrance (IPN-BU). Translated for CWIHP by Gary Goldberg.] SECRET Copy Nº 4 Exercise Appendix Nº 8
[Source: Institute of National Remembrance (IPN-BU). Translated for CWIHP by Gary Goldberg.] SECRET Copy Nº 4 Exercise Appendix Nº 8 //Polish declassification stamp// COMBAT READY MEN AND EQUIPMENT OF THE WARSAW PACT COUNTRIES' AIR DEFENSE IN THE MARITIME SECTOR 13th GDR AIR DEFENSE Division, DEMMIN 43rd SAM Brigade, DAMGARTEN three S-75 m SAM battalions two S-125 m SAM battalions two S-200 SAM battalions 27th SAM Regiment, STRAUSBURG three S-75 m SAM battalions 19th Fighter Regiment, PEENEMÜNDE, GREIFSWALD 26 MiG-23's two S-125 SAM battalions 12th Fighter Regiment, DEMMIN 32 MiG-21 bis's 12th Polish AIR DEFENSE Division, SZCZECINEK 36th SAM Brigade, PŁOTY (colocated CP) five S-75 m SAM battalions four S-125 SAM battalions two S-200 SAM battalions 14th SAM Brigade LEMBORG [SIC, probably LEMBORK] (colocated CP) five S-75 m SAM battalions four S-125 m SAM battalions 36th Fighter Regiment, RESKO and BIAŁOGARD airfields 32 MiG-23's 38th Fighter Regiment, SŁAWNO and [POLIANOW] airfields 31 MiG-23's 46th Fighter Regiment, LEMBORG and WEJHEROWO airfields 33 MiG-21 bis's 127th USSR AIR DEFENSE Corps 101st SAM Brigade, LADUSHKIN five S-75 m SAM battalions three S-125 m SAM battalions two S-200 SAM battalions 68th Fighter Regiment, GUR'YEVSK and SUVOROVO airfields 12 MiG-25's 24 MiG-25's EXERCISE CONTROL STAFF ++++++++++++++++++++++++ [no headings] Name of rear units On hand as of Period of Mobilization and institutions 1900 20 January mobilization (arrival) areas (arrival) 1 2 3 1st PBTFl [Flotilla M3 GDAŃSK Rear Floating Base] 25th FlTB [Flotilla