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Raport Z Wykonania Map Zagrożenia Powodziowego I Map Ryzyka
Projekt: Informatyczny system osłony kraju przed nadzwyczajnymi zagrożeniami Nr Projektu: POIG.07.01.00–00–025/09 RAPORT Z WYKONANIA MAP ZAGROZ ENIA POWODZIOWEGO I MAP RYZYKA POWODZIOWEGO Projekt: Informatyczny system osłony kraju przed nadzwyczajnymi zagrożeniami Nr Projektu: POIG.07.01.00–00–025/09 SPIS TREŚCI: WYKAZ SKRÓTÓW STOSOWANYCH W DOKUMENCIE 4 DEFINICJE 5 I. WPROWADZENIE 7 II. PODSTAWA OPRACOWANIA MZP I MRP 9 III. ZAKRES OPRACOWANIA MZP I MRP 13 IV. DANE WYKORZYSTANE DO MZP I MRP 37 IV.1. NUMERYCZNY MODEL TERENU 41 IV.2. PRZEKROJE KORYTOWE RZEK 41 V. OPIS METODYKI OPRACOWANIA MZP 43 V.1. MODELOWANIE HYDRAULICZNE 43 V.2. SCENARIUSZE POWODZIOWE 70 V.3. WYZNACZANIE OBSZARÓW ZAGROŻENIA POWODZIOWEGO 73 VI. OPIS METODYKI OPRACOWANIA MRP 83 VI.1. NEGATYWNE KONSEKWENCJE DLA LUDNOŚCI 83 VI.2. RODZAJ DZIAŁALNOŚCI GOSPODARCZEJ 84 VI.3. OBIEKTY ZAGRAŻAJĄCE ŚRODOWISKU W PRZYPADKU WYSTĄPIENIA POWODZI 86 VI.4. OBSZARY CHRONIONE 87 VI.5. OBSZARY I OBIEKTY DZIEDZICTWA KULTUROWEGO 87 VI.6. OBLICZENIE WARTOŚCI POTENCJALNYCH STRAT POWODZIOWYCH 88 VII. FORMA SPORZĄDZENIA MZP i MRP 91 VII.1. BAZA DANYCH PRZESTRZENNYCH MZP I MRP 91 VII.2. WIZUALIZACJA KARTOGRAFICZNA MZP i MRP 92 VIII. PUBLIKACJA I PRZEKAZANIE ORGANOM ADMINISTRACJI MZP I MRP 101 VIII.1. PRZEKAZANIE MZP i MRP ORGANOM ADMINISTRACJI 101 VIII.2. PUBLIKACJA MZP i MRP 101 VIII.3. ZASADY UDOSTĘPNIANIA MZP i MRP 105 2 Projekt: Informatyczny system osłony kraju przed nadzwyczajnymi zagrożeniami Nr Projektu: POIG.07.01.00–00–025/09 IX. MZP i MRP W PLANOWANIU I ZAGOSPODAROWANIU PRZESTRZENNYM 107 X. PRZEGLĄD I AKTUALIZACJA MZP I MRP 114 XI. -
Estimation of CN Parameter for Small Agricultural Watersheds Using Asymptotic Functions
Water 2015, 7, 939-955; doi:10.3390/w7030939 OPEN ACCESS water ISSN 2073-4441 www.mdpi.com/journal/water Article Estimation of CN Parameter for Small Agricultural Watersheds Using Asymptotic Functions Tomasz Kowalik 1 and Andrzej Walega 2,* 1 Department of Land Reclamation and Environmental Development, University of Agriculture in Krakow, St. Mickiewicza 24-28, Krakow 30-050, Poland; E-Mail: [email protected] 2 Department of Sanitary Engineering and Water Management, University of Agriculture in Krakow, St. Mickiewicza 24-28, Krakow 30-058, Poland * Author to whom correspondence should be addressed; E-Mail: [email protected]; Tel.: +48-012-662-4102. Academic Editor: Richard Smardon Received: 26 January 2015 / Accepted: 2 March 2015 / Published: 10 March 2015 Abstract: This paper investigates a possibility of using asymptotic functions to determine the value of curve number (CN) parameter as a function of rainfall in small agricultural watersheds. It also compares the actually calculated CN with its values provided in the Soil Conservation Service (SCS) National Engineering Handbook Section 4: Hydrology (NEH-4) and Technical Release 20 (TR-20). The analysis showed that empirical CN values presented in the National Engineering Handbook tables differed from the actually observed values. Calculations revealed a strong correlation between the observed CN and precipitation (P). In three of the analyzed watersheds, a typical pattern of the observed CN stabilization during abundant precipitation was perceived. It was found that Model 2, based on a kinetics equation, most effectively described the P-CN relationship. In most cases, the observed CN in the investigated watersheds was similar to the empirical CN, corresponding to average moisture conditions set out by NEH-4. -
Economic Assessment of Reconstruction Plans for the Inland Waterway E40
Business Union of Entrepreneurs and Employers named after Professor Kunyavsky Republican Union of Industrialists and Entrepreneurs Belarusian Scientific and Industrial Association ECONOMIC ASSESSMENT OF RECONSTRUCTION PLANS FOR THE INLAND WATERWAY E40 Prepared according to the agreement with ZGF of November 15, 2018 Approved by the Decree of the business unions of February 27, 2019 Minsk, February 2019 Business Union of Entrepreneurs and Employers named after Professor Kunyavsky 22, Factory street, Minsk, Belarus, 220033. bspn.by, phone: +375 17 298 27 92, email: [email protected] Abbreviations E40 Feasibility Study – The document “Restoration of Inland Waterway E40 Dnieper – Vistula: from Strategy to Planning. Final Feasibility Study Report”1 (Russian version). Maritime Institute in Gdansk, December 2015 EaP - Eastern Partnership EEU - Eurasian Economic Union EU - European Union IWW E40 – inland waterway E40 UNIDO - United Nations Industrial Development Organization Explanations The study contains two types of infographics: 1. Prepared by the author of this study. This infographic has sequence numbers: 1, 2, 3 etc. 2. Taken as quotes from the E40 Feasibility Study. The original numbering is retained in this infographic. We apply a mark (E40 Feasibility Study) to such infographics in our study. 1 Embassy of the Republic of Belarus in the Czech Republic. http://czech.mfa.gov.by/docs/e40restoration_feasibility_study_ru-29343.pdf 2 CONTENTS Introduction……………………………………………………………………………... 4 I Comparison of inland water transport of Poland, Belarus and Ukraine with other European countries……………………………………………………………………. 5 II Assessment of the economic part of the E40 Feasibility Study………………… 9 1. The main methodologies used in the world in assessing the economic efficiency of projects…………………………………………………………… 9 2. -
The 25Th Polish Malacological Seminar
Vol. 17(2): 73–99 THE 25TH POLISH MALACOLOGICAL SEMINAR SEMINAR REPORT Wearenow 25 yearsold! Well,not theAssociation were there. It also advertised 27 posters, many of as such (it was established in 1995), but the tradition which somehow failed to arrive but instead there were of organising Seminars certainly is. The 25th Seminar two last-minuteposters(thus not in theprogramme was held (and thus the anniversary celebrated) from and theAbstract Book). Both thenon-materialised April 21st till Aptril 24th, in Boszkowo near Leszno. posters and the extra posters are included in the ab- We seem to be oscillating between two extremes: last stracts below. A special committee judged presenta- year we went to Gdynia – a big city, this year – to tions of young malacologists. Theaward for thebest Boszkowo. It is a littlevillagenearLeszno(and for poster was won by DOMINIKA MIERZWA (Museum and those who do not know their geography, Leszno is not Institute of Zoology, Polish Academy of Sciences, War- far from Poznañ), on a lake. Boszkowo (presumably) saw) for her “Malacology and geology. Distribution of has somepeopleduringtheseasonbut whenwewere Cepaea vindobonensis and thegeologicalstructureof there, we seemed to be the only inhabitants, that is the substratum”. The best oral presentation award apart from thepeoplerunningour hoteland from went to ALEKSANDRA SKAWINA (Department of Pa- participants of some other conference. It was a very laeobiology and Evolution, Institute of Zoology, War- good arrangement, we felt as if we owned the place. saw University) for the “Experimental decomposition Theorganising institutions includedTheAssocia- of recent bivalves and mineralisation of gills of Trias- tion of Polish Malacologists, Adam Mickiewicz Univer- sic Unionoida”. -
Die Spätpleistozäne Bis Frühholozäne Beckenentwicklung in Mecklenburg-Vorpommern - Untersuchungen Zur Stratigraphie, Geomorphologie Und Geoar- Chäologie
GREIFSWALDER GEOGRAPHISCHE ARBEITEN ___________________________________________________________________________ Geographisches Institut der Ernst-Moritz-Arndt-Universität Greifswald Band 24 Die spätpleistozäne bis frühholozäne Beckenentwicklung in Mecklenburg-Vorpommern - Untersuchungen zur Stratigraphie, Geomorphologie und Geoar- chäologie von Knut Kaiser GREIFSWALD 2001 _______________________________________________________________________ ERNST-MORITZ-ARNDT-UNIVERSITÄT GREIFSWALD Impressum ISBN: 3-86006-183-6 Ernst-Moritz-Arndt-Universität Greifswald Herausgabe: Konrad Billwitz Redaktion: Knut Kaiser Layout: Knut Kaiser Grafik: Petra Wiese, Knut Kaiser Herstellung: Vervielfältigungsstelle der Ernst-Moritz-Arndt-Universität, KIEBU-Druck Greifswald Kontakt: Dr. Knut Kaiser, Ernst-Moritz-Arndt-Universität, Geographisches Institut, Jahnstraße 16, D-17487 Greifswald, e-mail: [email protected] ________________________________________________________________________________________ Für den Inhalt ist der Autor verantwortlich. Inhaltsverzeichnis Vorwort 5 1. Einführung 7 1.1 Allgemeines 7 1.2 Spezielle Fragestellungen 8 2. Methodik 11 2.1 Geländearbeiten 11 2.2 Laborarbeiten 12 3. Paläoklimatische, stratigraphische und paläogeographische Grundlagen 15 3.1 Spätpleistozäne bis frühholozäne Klimaentwicklung im nördlichen Mitteleuropa 15 3.2 Regionale Stratigraphie und Paläogeographie 16 3.2.1 Stratigraphie 16 3.2.2 Paläogeographie 18 3.3 Regionale Radiokohlenstoffdaten 20 3.3.1 Allgemeines 20 3.3.2 Datenvorlage 22 3.3.3 Auswertung 24 -
Transformation of the Flow Regime of a Large Allochthonous River in Central Europe—An Example of the Vistula River in Poland
water Article Transformation of the Flow Regime of a Large Allochthonous River in Central Europe—An Example of the Vistula River in Poland Dariusz Wrzesi ´nski and Leszek Sobkowiak * Department of Hydrology and Water Management, Institute of Physical Geography and Environmental Planning, Faculty of Geographical and Geological Sciences, Adam Mickiewicz University, Krygowskiego str. 10, 61-712 Pozna´n,Poland; [email protected] * Correspondence: [email protected] Received: 31 December 2019; Accepted: 10 February 2020; Published: 12 February 2020 Abstract: Identification of river flow regime and its possible changes caused by natural factors or human activity is one of major issues in modern hydrology. In such studies different approaches and different indicators can be used. The aim of this study is to determine changes in flow regime of the largest river in Poland—the Vistula, using new, more objectified coefficients and indices, based on data recorded in 22 gauges on the Vistula mainstream and 38 gauges on its tributaries in the multi-year period 1971–2010. The paper consists of three main parts: in the first part, in order to recognize changes in the flow regime characteristics along the Vistula, data from gauges located on the river mainstream were analyzed with the help of the theory of entropy. In the second part gauging stations on the Vistula mainstream and its tributaries were grouped; values of the newly introduced pentadic Pardé’s coefficient of flow (discharge) (PPC) were taken as the grouping criterion. In the third part of the study a novel method of determining river regime characteristics was applied: through the recognition of the temporal structure of hydrological phenomena and their changes in the annual cycle sequences of hydrological periods (characteristic phases of the hydrological cycle) on the Vistula River mainstream and its tributaries were identified and their occurrence in the yearly cycle was discussed. -
Geographia Polonica Vol. 93 No. 1 (2020)
Geographia Polonica 2020, Volume 93, Issue 1, pp. 25-50 https://doi.org/10.7163/GPol.0161 INSTITUTE OF GEOGRAPHY AND SPATIAL ORGANIZATION POLISH ACADEMY OF SCIENCES www.igipz.pan.pl www.geographiapolonica.pl RECONSTRUCTION OF THE MORPHOLOGY AND HYDROGRAPHY OF THE CENTRE OF KRAKÓW BEFORE THE MID-13TH CENTURY Adam Łajczak • Roksana Zarychta Institute of Geography Pedagogical University of Kraków Podchorążych 2, 30-084 Kraków: Poland e-mails: [email protected] (corresponding author) • [email protected] Abstract The paper concerns investigations on urban geomorphology. The subject of the paper is the historic centre of Kraków (or Cracow) where the pre-human relief became masked due to the rapid increase in cultural de- posits from the mid-13th century onwards. The aim of the investigation is the reconstruction of the original to- pography, relief and hydrography of this area based on rich sources of materials in papers and non-published data on geology, geoengineering, archaeology, history, and also on maps and panoramic drawings of the town. A digital elevation model has been generated, which showed the topography of the study area in the period before the mid-13th century. Structural analysis, cross validation test and estimation by ordinary kriging method were carried out. The final cartographic work was prepared with the use of QGIS and Surfer software. The distribution of landforms in the study area in the mid-13th century is presented as a proposed variant of the geomorphological map prepared by the authors. The former relief was evaluated in terms of its potential for encouraging settlement. Key words pre-urban morphology • Kraków • Vistula • meandering river • limestone horst • Pleistocene ter- race • Holocene floodplain • digital cartography • geostatistics • ordinary kriging Introduction International Conference on Geomorphology held in Paris in 2013. -
Dorzecze Wisły
I. WSTĘP ------------------------------------------------------------------------------------------ 5 1. Metodyka pracy --------------------------------------------------------------------------------- 7 1.1. Etapy opracowania -------------------------------------------------------------------------------------- 7 1.2. Organizacja pracy ---------------------------------------------------------------------------------------- 9 1.3. Skład zespołów autorskich ---------------------------------------------------------------------------- 9 1.4. Sposób nadzoru realizacji pracy ------------------------------------------------------------------- 10 1.5. Lista skrótów -------------------------------------------------------------------------------------------- 10 1.6. Słowniczek pojęć z zakresu biologii --------------------------------------------------------------- 11 2. Charakterystyka dotychczasowych opracowań --------------------------------------- 14 2.1. Wojewódzkie programy udrażniania rzek ------------------------------------------------------ 14 2.2. IRS / WWF – restytucja ryb wędrownych ------------------------------------------------------- 15 2.3. Wykazy wód przeznaczonych do bytowania ryb w warunkach naturalnych ---------- 19 2.4. Plan gospodarowania zasobami węgorza w Polsce ------------------------------------------ 20 3. Wyznaczenie składu typologicznego występujących obecnie w ciekach naturalnych populacji organizmów i elementów abiotycznych naturalnych ekosystemów wodnych, wrażliwych na brak ciągłości morfologicznej ------------- -
Raport Po Powodzi Z Maja I Czerwca 2010R
Urz ąd Miasta Krakowa Raport po powodzi z maja i czerwca 2010r. Fot. 1 Most Dębnicki podczas przejścia fali kulminacyjnej Kraków, 2010r. Opracował: Wacław Wojciechowski - Kierownik Referatu Ochrony Przed Powodzi ą w Wydziale Bezpiecze ństwa i Zarz ądzania Kryzysowego UMK; Uprawnienia Budowlane Nr GP. IV 63/101/75 specj. konstrukcyjno-in żynieryjna budowle hydrotechniczne (Dz. U. nr 8 poz. 46). Współpraca: Piotr Solak, Bo żena Bana ś, Agnieszka Dzier żak – pracownicy Referatu Ochrony Przed Powodzi ą Nadzór: Paweł Sta ńczyk – Zast ępca Przewodnicz ącego Powiatowego Zespołu Zarz ądzania Kryzysowego w Krakowie W roku 2010 Kraków do świadczył najwi ększej od 1813 roku powodzi. O jej rozmiarze świadczy czas trwania bezpo średniej akcji przeciwpowodziowej, który wynosił 22 dni, a tak że wysoko ść kulminacyjnego poziomu wody na Wi śle w Bielanach, który osi ągn ął 957 cm. Ochrona miasta przed skutkami powodzi wymagała zorganizowanej na szerok ą skal ę akcji, w której obok słu żb samorz ądu uczestniczyło wiele instytucji publicznych i prywatnych. Nast ępstwem powodzi były du że straty w infrastrukturze miejskiej oszacowane na kwot ę blisko 170 mln zł. Wiele gospodarstw domowych do świadczyło negatywnych skutków żywiołu głównie w postaci uszkodze ń domów i mieszka ń. Poszkodowani zostali równie ż przedsi ębiorcy prowadz ący działalno ść na podtopionych i zalanych terenach, a tak że rolnicy i działkowcy. Bezpo średnio po zako ńczeniu akcji przeciwpowodziowej poleciłem dokonanie przegl ądu procedur zarz ądzania kryzysowego w celu uwzgl ędnienia do świadcze ń z powodzi, a tak że sporz ądzenie raportu, który przekazuj ę w zał ączeniu. Podj ęte zostały prace nad aktualizacj ą systemu odwodnienia miasta oraz innych dokumentów maj ących wpływ na poziom bezpiecze ństwa powodziowego. -
Inventory of Existing Treatment Technologies in Wastewater Treatment Plants
Inventory of existing treatment technologies in wastewater treatment plants Case studies in four coastal regions of the South Baltic Sea Poland, Sweden, Lithuania and Germany Project MORPHEUS 2017 - 2019 Deliverable 5.1 Lead Authors: Luczkiewicz A., Fudala-Ksiazek S., Jankowska K., Szopinska M. Gdansk University of Technology, Poland Co-authors: Björklund, E., Svahn, O., Kristianstad University, Sweden (Lead partner) Garnaga-Budrė G., Lithuanian EPA; Langas V., Klaipeda University, Lithuania Tränckner J., Kaiser A., University of Rostock, Germany Contact information: [email protected] [email protected] [email protected] [email protected] Cover photo Lundåkraverket Landskrona Skåne, Sweden, © Erland Björklund Key facts of the MORPHEUS project MORPHEUS (Model Areas for Removal of Pharmaceutical Substances in the South Baltic) is a project financed by the European Union Interreg South Baltic Programme 36 months. The project duration is January 2017 – December 2019, with a total budget of EUR 1.6 million with a contribution from the European Regional Development Fund of EUR 1.3 million. The project has a total of 7 partners from four countries; Sweden, Germany, Poland and Lithuania: Kristianstad University (Lead Partner) – Sweden, EUCC – The Coastal Union Germany – Germany, University of Rostock – Germany, Gdansk Water Foundation – Poland, Gdansk University of Technology – Poland, Environmental Protection Agency – Lithuania and Klaipeda University – Lithuania. The project also has a total of 10 associated partners from these countries. For additional information on the project and activities please visit the MORPHEUS homepage at: www.morpheus-project.eu The contents of this report are the sole responsibility of the authors and can in no way be taken to reflect the views of the European Union, the Managing Authority or the Joint Secretariat of the South Baltic Cross-border Cooperation Programme 2014-2020. -
Pomian the Remains of the Medieval Harbour in Puck (Northern Poland): a Few Words About the Results of Previous Research
THE REMAINS OF THE MEDIEVAL HARBOUR IN PUCK (NORTHERN POLAND): A FEW WORDS ABOUT THE RESULTS OF PREVIOUS RESEARCH BALTICA 23 BALTICA IWONA POMIAN, BŁAŻEJ ŚLIWIŃSKI, SZYMON UŚCINOWICZ, TOMASZ WAŻNY Abstract ARCHAEOLOGIA The remains of a Medieval harbour were discovered in Puck in 1977. Preliminary research was conducted the next year by Wiesław Stępień. The site consists of a set of timber construction remains, located on the ground and strengthened with fas- cine, between which fragments of ceramics appear, especially in the area of the base of the pier. There are also a lot of pieces of simply processed trunks and branches stripped of bark nearby. Also, some scattered pieces of oak logs with yoke openings have been found lying distributed between the piles. Some help in attempting to reconstruct their arrangement comes from the mooring piles, which have a characteristic rectangular cross-section, and are still located on the sea bed. Pieces of five wrecks (one log boat, and four made from planks) have been found between the harbour constructions. Looking at the chronological arrangement of the site, created slowly on the basis of results obtained from dendrochronological analysis, and supplemented with radiological research, we can assume that the harbour was in use between the tenth and the 14th centuries. Key words: underwater archaeology, remains of Medieval harbour, sea level change, protection of cultural heritage, south Baltic, Puck Lagoon. DOI: http://dx.doi.org/10.15181/ab.v23i0.1310 Introduction the Central Maritime Museum (today the National Maritime Museum) in Gdansk. The research is still be- The remains of a Medieval harbour were discovered ing conducted infrequently to this day (Fig. -
Vistula River and Its Basin - Investment Tasks
VISTULA AND ITS BASIN 2020 tables Strona 1 z 14 VISTULA RIVER AND ITS BASIN - INVESTMENT TASKS Insitutions Applying for Relations Województwo/Ad Water Quantity/ Completion Investment Costs in No Kind/ Name of Investment Task and/or Between Various REMARKS ministrative Region Number Time in Years thousand PLZ Executing the Areas Region/Province Task 1 2 3 4 5 6 7 8 9 10 I. Underground and Surface Water Resource Purity Protection 1.1. Sewage Treatment Plants (Construction, Modernisation, Liquidation) Sewage Treatment Plant and Sewage Drainage System in RZGW Gliwice, 1 śląskie 1-MW I/III 132 500 the Gmina of Siewierz (Construction) gmina Siewierz 2 Sewage Treatment Plants in Silesia Province ZW śląskie 1-MW I/III 1 024 380 Decreasing the Amount of Untreated Low Degree of Gm.Proszowic 3 małopolskie 2-GW I/III 4 350 Sewage Treatment Waste e Construction and Modernisation of Sewage Treatment 4 ZW małopolskie 2-GW I/III 689 965 Plants in Małopolskie Province Construction and Modernisation of Sewage Treatment 5 ZW podkarpackie 2-GW I/III 500 000 estimated costs Plants in Podkarpackie Province 6 Przemyśl, Jarosław, Mielec ZW podkarpackie 2-GW I/III 50 000 estimated costs 1180729 7 Lubelskie Province - 53 Sites ZW lubelskie 3-SW I/III 558 000 RLM 518 992 8 Lublin Agglomeration ZW lubelskie 3-SW I/II 259 000 RLM 9 82 Sites in Łódzkie Province ZW łódzkie 3-SW I/III 364 077 Construction of Sewage Treatment Plant POŁUDNIE Warsaw 112 000 10 mazowieckie 3-SW I/III 475 129 (South) Capital City m3/day CZAJKA Sewage Treatment Plant Extension and Warsaw 492