TY - GEN N1 - 24 cm N2 - Determination of flood risk includes the element of exposure to flood damage. Proper siting of the important infrastructure of a city should take account of the factor that is danger of flooding. The case study of the City of Warsaw has been used to illustrate a new method for determining levels of exposure to flooding posed by the River Vistula. On the basis of retro-modelling, maximum possible flood discharge is a calculated Q=8250 m3s–1. In turn, from the graph of the flood potential index by Françou, the value is 9500 m3s–1. The Vistula Valley within Warsaw City is constrained by flood protective dikes and boulevards forming the so-called “Warsaw corset”. The spacing of dikes and boulevards in Warsaw is only 470-480 m, at the point some 511-514 km along the River Vistula. The maximum range of potential flooding has been estimated by merging two maps, of which one presents a preliminary estimation of the flood risk as prepared in accordance with the EU Flood Directive, while the other is a map of potential flooding elaborated on the basis of the detailed geological map of Poland. The level reached by the kind of flood only recurring every 100 years was presented in the form of contour lines covering the city’s potentially flooded area. By way of linear interpolation, a flood surface model was calculated – to a raster format of 5 m resolution. The digital terrain model of the City of Warsaw and Vistula Valley, as well as the geometry of buildings were obtained from the Geodetic Department of the City authority. Using logical operators the depth of inundation of buildings was calculated, along with inundation and the volume of inundated buildings in the scenario of potential flooding only recurring every 100 years. The maximum depth of inundation is 7.2 m. The extent of inundation of buildings is subject to a classification into: class 0 – no inundation – 0 points; class 1 – inundation depth 0 – 0.5 m – 10 points; class 2 – inundation depth 0.5 – 2.0 m – 20 points; class 3 – inundation depths of 2.0 – 4.0 m – 25 points; class 4 – inundation depth exceeding 4.0 m – 30 points. The volume of inundated buildings varies from 0 to above 90.000 m3. This range has been divided into 10 classes by reference to a percentile division. The obtained classes have been aggregated to 100 m grid data and presented in the context of the map of exposure to flood severe enough to recur only every 100 years. The method presented can be used in estimating both exposition and flood risk. The relevant data are easily available and GIS analysis represents a standard spatial data processing method. The results obtained here fall within the framework of a bigger Life_Adaptcity_pl project entitled “Preparation of a strategy of adaptation to climate change with use of city climate mapping and public participation”. L1 - http://www.rcin.org.pl/igipz/Content/61806/PDF/WA51_81103_r2017-t89-z1_Przeg-Geogr-Lenartow.pdf M3 - Text J2 - Przegląd Geograficzny T. 89 z. 1 (2017) PY - 2017 IS - 1 EP - 164 KW - Vistula river KW - Warsaw KW - flood threat KW - flood risk A1 - Magnuszewski, Artur A1 - Lenartowicz, Maciej PB - IGiPZ PAN VL - 89 CY - Warszawa SP - 155 T1 - Ekspozycja na ryzyko powodziowe ze strony Wisły w Warszawie = The exposure of built-up areas in the City of Warsaw to flooding by the River Vistula UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/61806 ER - TY - GEN N1 - 24 cm N2 - This study presents changes in water conditions in the Lublin agglomeration, especially as regards discharges from the Bystrzyca and other rivers. Areas covered with impermeable materials, such as asphalt and concrete, have caused changes in directions of surface runoff and an intensification of this process, with effects on the discharges of rivers. The regime of flooding is the consequence of natural and anthropogenic conditions. Spring and summer floods in Lublin and at water gauges below the city are mainly caused by surface runoff from the urban area. During periods of snowmelt periods or torrential rain, water flows rapidly through the system of stormwater drainage, and then into the rivers. L1 - http://www.rcin.org.pl/igipz/Content/55504/PDF/WA51_74843_r2009-t82-no1_G-Polonica-Michalczy.pdf M3 - Text J2 - Geographia Polonica Vol. 82 No. 1 (2009) PY - 2009 IS - 1 EP - 98 KW - anthropopression KW - river discharges KW - floods A1 - Michalczyk, Zdzisław A1 - Sposób, Joanna PB - IGiPZ PAN VL - 82 CY - Warszawa SP - 89 T1 - The Influence of an urbanized area on the regime of river discharges in the Lublin agglomeration UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/55504 ER - TY - GEN N1 - 24 cm N2 - The work described here sought to assess land use in flood hazard areas within selected gminas (local authority areas) of Łódź voivodship. The analysis in fact encompassed 21 of the gminas, located in the catchment areas of the Warta, Pilica and Bzura and officially characterised by “high” or “very high” flood risks. A flood hazard zone is considered to coincide with the area reached by high waters 1% of the time. The term “use” is understood by S. Liszewski (1997, p. 61) as „…using something, benefiting from something in a rational way which brings as great an advantage as possible”. Consequently, almost every human activity is reflected in the land and ”…performs a clearly defi ned and diverse function” (1978, p. 17). River valleys are separate natural systems characterised by specific forms of geological structure, relief, water relations and climate, as well as fauna and flora. These are precisely those features of the environment that condition and shape forms of human activity. The type of valley development has a strong impact on valuable natural features as well as on flood protection issues. In areas with no urbanisation, the degree of conversion of natural areas relates directly to the system of land-use types. The highest degree of conversion is associated with areas of cultivation, while a more limited degree char-acterises grassland, and the lowest degree if all forest areas. The mosaic of land uses of differing intensities is associated with growing fragmentation of the river and valley environment. In turn, from the point of view of flood protection the greatest emphasis is placed on analysis of the level of investment in the areas in question, and on identifying places that face a more distinct hazard, the correct identification obviously being of key importance in ensuring proper protection (Słoneczka et al., 2008). A surge in built-up areas in flood-hazard zones tends to be associated with flooding of increased extent and frequency (Konrad, 2003). In the area under study, the highest degree of horizontal intensity of development is that characterising the three towns of Tomaszów Mazowiecki, Kutno and Łowicz. In the gmina of Tomaszów Mazowiecki approximately 14% of the flood-hazard area has been developed, mainly with technical and production facilities, with the major potential losses in the event of a flood being likely along the Rivers Czarna and Piasecznica. In Kutno, the index for horizontal intensity of development for flood-hazard areas reaches 7.5%, an example that illustrates how smaller rivers offer a greater sense of security. People are more willing to build in the valleys of such rivers, with tragic consequences, given the way that the floods occurring in smaller valleys are more dynamic and harder to safeguard against. In Łowicz, the horizontal intensity index for 1% water is found to be 4.5%. The valley bottom of the Bzura is very wide here, especially in the western and eastern parts of the gmina where buildings are present (the central section of the river within the town’s administrative boundaries has an embankment). Smaller rivers, especially the Czarna, Piasecznica and Ochnia, give users a sense of security, as does a location below the Sulejowski and Jeziorsko Reservoirs. All this is leading to an intensification of land development in this area, and to an increase in potential adverse consequences in the event of flooding. L1 - http://www.rcin.org.pl/igipz/Content/56855/PDF/WA51_77386_r2015-t87-z3_Przeg-Geogr-Borowska.pdf M3 - Text J2 - Przegląd Geograficzny T. 87 z. 3 (2015) PY - 2015 IS - 3 EP - 553 KW - spatial organization KW - flood-prone areas KW - Łódzkie voivodship KW - GIS KW - flood risk A1 - Borowska-Stefańska, Marta PB - IGiPZ PAN VL - 87 CY - Warszawa SP - 535 T1 - Zagospodarowanie terenów zagrożonych powodziami w gminach województwa łódzkiego = Land use in flood-prone areas of Poland’s Łódź voivodship UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/56855 ER - TY - GEN A2 - Wojskowy Instytut Geograficzny PB - Wojskowy Instytut Geograficzny N1 - Scale 1:500 000 N1 - 1 map : col. ; on sheet 94x66 cm N1 - Annotation: Na podstawie materjałów[!] dostarczonych przez Ministerstwo Komunikacji, Dyr. Okr. Kolei Państw., Ministerstwo Spraw Wewnętrznych, Urzędy Wojewódzkie i Powiatowe CY - Warszawa PY - 1935 KW - hydrographical maps KW - floods KW - Vistula river basin T1 - Mapa terenów powodzi w lipcu 1934 r. UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/30204 ER - TY - GEN N1 - 24 cm L1 - http://www.rcin.org.pl/igipz/Content/42388/PDF/WA51_60158_r2014-t87-no1_G-Polonica-Glosinska.pdf M3 - Text J2 - Geographia Polonica Vol. 87 No. 1 (2014) PY - 2014 IS - 1 EP - 142 KW - floodplains KW - flood protection KW - Flood Directive KW - spatial planning KW - water management KW - urbanisation effects KW - Poland A1 - Głosińska, Ewa PB - IGiPZ PAN VL - 87 CY - Warszawa SP - 127 T1 - Spatial planning in floodplains for implementation by the Floods Directive in Poland UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/42388 ER - TY - GEN A1 - Grześ, Marek (1946– ) PB - Polska Akademia Nauk. Instytut Geografii i Przestrzennego Zagospodarowania PB - (Kujawskie Zakłady Poligraficzne "Polfa") N1 - 184 pp. : il. ; 24 cm N1 - Praca habilitacyjna wykonana w programie CPBP 03.09.4.01 N1 - Praca habilitacyjna. Instytut Geografii i Przestrzennego Zagospodarowania Polskiej Akademii Nauk. Zakład Geomorfologii i Hydrologii Niżu, Toruń N1 - Bibliogr. p. 139-144 N1 - Summ. eng. L1 - http://www.rcin.org.pl/igipz/Content/19480/PDF/WA51_35259_r1991_Prace-Hab-MGrzes-Zat.pdf M3 - Text CY - Warszawa CY - (Aleksandrów Kuj.) PY - 1991 KW - floods KW - ice jams KW - ice jam floods KW - discharges KW - hydrology KW - rivers KW - reservoirs KW - Vistula river KW - Włocławek Reservoir T1 - Zatory i powodzie zatorowe na dolnej Wiśle : mechanizmy i warunki = Ice jams and floods on the lower Vistula river : mechanism and processes UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/19480 ER - TY - GEN A1 - Czyżowska-Wiśniewska, Elżbieta PB - Wydawnictwo Continuo PB - IGiPZ PAN N1 - 74 pp., [1] k. tabl. złoż. luz. : il., err. ; 24 cm N1 - Summary in English. L1 - http://www.rcin.org.pl/igipz/Content/5693/PDF/WA51_16181_r1997-nr5_Dokumentacja-Geogr.pdf M3 - Text CY - Wrocław J2 - Record of the flood events in the alluvial fan sediment at Podgrodzie during the boreal and atlantic period J2 - Dokumentacja Geograficzna, nr 5 PY - 1997 KW - alluvial fans KW - geomorphology KW - hydrology KW - floods KW - sedimentation KW - record of flood events KW - Wisłoka River valley T1 - Zapis zdarzeń powodziowych na pograniczu boreału i atlantyku w osadach stożka napływowego w Podgrodziu UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/5693 ER - TY - GEN N1 - 187 pp. ; 24 cm L1 - http://www.rcin.org.pl/igipz/Content/2298/PDF/WA51_13965_r2011-vol84-z1_Geographia-Pol-stan.pdf M3 - Text J2 - Geographia Polonica Vol. 84 Special Issue Part 1 (2011) PY - 2011 IS - Special Issue Part 1 EP - 146 KW - geomorphic response KW - floods KW - gullying KW - muddy floods KW - debris flows KW - landslides KW - rockfalls KW - Little Ice Age KW - Slovakia A1 - Stankoviansky, Miloš A1 - Pišút, Peter PB - IGiPZ PAN VL - 84 CY - Warszawa SP - 127 T1 - Geomorphic response to the Little Ice Age in Slovakia UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/2298 ER - TY - GEN A1 - Kordowski, Jarosław PB - Top Kurier N1 - 27 pp., [1] k. tabl. złoż. : il. ; 24 cm N1 - Bibliogr. p. 24-27 L1 - http://www.rcin.org.pl/igipz/Content/49100/PDF/WA51_49653_r1997_Morfologia-Solec-Kuj.pdf M3 - Text CY - Toruń PY - 1997 KW - fluvial geomorphology KW - flood terraces KW - deposits KW - Lower Vistula Valley T1 - Morfologia i budowa geologiczna równiny zalewowej Wisły na odcinku Solec Kujawski - Strzelce Dolne UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/49100 ER - TY - GEN N1 - 24 cm L1 - http://www.rcin.org.pl/igipz/Content/29006/PDF/WA51_46758_r2012-t85-no4_G-Polonica-Czaja.pdf M3 - Text J2 - Geographia Polonica Vol. 85 No. 4 (2012) PY - 2012 IS - 4 EP - 31 KW - floods KW - changes in landscapes KW - human impact KW - Mała Wisła Valley KW - Poland A1 - Czaja, Stanisław (1949– ) PB - IGiPZ PAN VL - 85 CY - Warszawa SP - 23 T1 - 18th-20th century flood-induced changes in the landscapes of the Mała Wisła Valley within the Oświęcimska Basin UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/29006 ER - TY - GEN A1 - Kaszowski, Ludwik (1939– ) A1 - Kotarba, Adam (1938– ) A1 - Nowak, Władysław Adam (1935– ) PB - IGiPZ PAN PB - Państwowe Wydawnictwo Naukowe N1 - 124 pp., [3] k. tabl. złoż. : il., maps, wykr., err. ; 24 cm N1 - Summary in English and Russian. L1 - http://www.rcin.org.pl/igipz/Content/14276/PDF/WA51_21909_r1970_nr80_Prace-Geogr.pdf M3 - Text CY - Warszawa J2 - Prace Geograficzne / Instytut Geografii Polskiej Akademii Nauk ; nr 80 PY - 1970 KW - fluvial geomorphology KW - man and environment KW - relief KW - floods KW - Małopolska Upland T1 - Wpływ katastrofalnych wezbrań na przebieg procesów fluwialnych (na przykładzie potoku Kobylanka na Wyżynie Krakowskiej) = Effect of catastrophic floods on the course of fluvial processes (with Kobylanka creek on the Kraków upland as example) = Vliânie katastrofičeskih pavodkov na hod flûviâl'nyh processov (na primere reki Kobylânki na Krakovskom Plato) T1 - Rzeźba podczwartorzędowa i ewolucja układu sieci dolinnej w północnośrodkowej części Wyżyny Małopolskiej = Sub-qu Podčetvertičnyj rel'ef i évolûciâ sistemy dolinnoj seti v severocentral'noj časti Malopol'skogo platoaternary relief and the evolution of the valley system in the north-central part of the Małopolska Upland = UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/14276 ER - TY - GEN PB - IGiPZ PAN N1 - 109 pp. L1 - http://www.rcin.org.pl/igipz/Content/1922/PDF/Wa51_258_r2009-vol82-z1_Geographia-Polonica.pdf M3 - Text VL - 82 CY - Warszawa PY - 2009 IS - 1 EP - 3 KW - meteorology KW - hydrology KW - man and environment KW - floods KW - biometeorology KW - extreme events SP - 3 T1 - Geographia Polonica Vol. 82 No. 1 (2009), Contents UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/1922 ER - TY - GEN N1 - 24 cm N2 - When estimating the reach of the flood zones, a mathematical model that describes the flood wave propagation, as well as the digital elevation models can be used. In this study, a two step approach has been applied. In the first step, in order to find the most relevant flooding areas, a one dimensional hydraulic model HEC-RAS has been used, which assumes steady state flow conditions and a discharge of Qp 1% = 7210 m3/s and Q p 0.1%= 9960 m3/s. The segment of the Vistula Valley analysed is 47.05 km long. In the second step, a smaller area has been analysed using the 2D hydraulic model of shallow water flow which is based on the Roe scheme of finite volume method. L1 - http://www.rcin.org.pl/igipz/Content/55503/PDF/WA51_74839_r2009-t82-no1_G-Polonica-Magnuszew.pdf M3 - Text J2 - Geographia Polonica Vol. 82 No. 1 (2009) PY - 2009 IS - 1 EP - 87 KW - Warsaw KW - Vistula river KW - flood zone maps KW - inundation modelling A1 - Magnuszewski, Artur A1 - Gutry-Korycka, Małgorzata A1 - Szydłowski, Michał PB - IGiPZ PAN VL - 82 CY - Warszawa SP - 79 T1 - Two dimensional modelling of the flood zones in the Vistula River Valley in Warsaw UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/55503 ER - TY - GEN N1 - 187 pp. ; 24 cm L1 - http://www.rcin.org.pl/igipz/Content/2290/PDF/WA51_13934_r2011-vol84-z1_Geographia-Pol-geb.pdf M3 - Text J2 - Geographia Polonica Vol. 84 Special Issue Part 1 (2011) PY - 2011 IS - Special Issue Part 1 EP - 60 KW - stratigraphy KW - alluvia KW - flood phases KW - Holocene KW - Wisłok River KW - South-Eastern Poland A1 - Gębica, Piotr (1961– ) PB - IGiPZ PAN VL - 84 CY - Warszawa SP - 39 T1 - Stratigraphy of alluvial fills and phases of the Holocene floods in the lower Wisłok River valley, SE Poland UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/2290 ER - TY - GEN N1 - 24 cm L1 - http://www.rcin.org.pl/igipz/Content/968/PDF/Wa51_12240_r2010-t82-z3_Przeglad-Geograficzny-Pawlik.pdf M3 - Text J2 - Przegląd Geograficzny T. 82 z. 3 (2010) PY - 2010 IS - 3 EP - 387 KW - geomorphological threats KW - mapping KW - floods KW - erosion KW - accumulation KW - Sudety Mountains A1 - Pawlik, Łukasz PB - IGiPZ PAN VL - 82 CY - Warszawa SP - 367 T1 - Mapa zagrożeń geomorfologicznych wywołanych wezbraniem rzeki górskiej (na przykładzie dolnej części doliny Ścinawki, Sudety Środkowe) - Map of geomorphological threats arising out of floods along a mountain river (as exemplified by the lower Ścinawka, Middle Sudety Mts., Poland) UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/968 ER - TY - GEN N1 - 24 cm N2 - In considering the process by which flash floods form, core information concerns the parameters of an area’s surface drainage system. That system is composed of elements of natural origin (rivers and valleys), as well as those of an anthropogenic nature (roads, ditches and rills), which together operate as a single drainage system at times of heavy rainfall. In line with this understanding, the work underpinning this article has focused on: 1) a characterisation of different types of DTM in the context of their application to detailed surface drainage system generation in small Carpathian catchments, 2) methodological aspects of DTM modification allowing elements of anthropogenic origin, such as roads, ditches and rills to be included within the surface drainage system, 3) a characterisation of the differences between the river system operating year-round and the surface drainage system functioning at times of heavy rainfall. The results reveal that the most popular DTMs, such as the SRTM, ASTER, TBD and SMOK, do not allow detailed surface drainage systems (including anthropogenic origin elements such as roads, ditches, etc.) to be generated. Such a goal may be achieved by analysis of a DTM generated on the basis of LiDAR (Light Detection And Ranging) data. However, such a DTM includes certain “obstacles” (bridges, culverts, etc.) that modify real concentrated flow paths. A methodology for LIDAR-type DTM modification was therefore proposed, with this including: 1) selection and digitisation (as line-type vector data) of the said “obstacles” (on the basis of field data and analyses of aerial photographs), 2) characterisation of the vectors (“obstacles”) by reference to the four attributes of buffer, incision, channel and resolution) – Fig. 2, and 3) modification of the DTM through burning of the “obstacles” using the attributes mentioned above. Such an approach allows for the generation of a surface drainage system similar to that observed in the terrain. The surface drainage system in question was generated using the D8 algorithm, with the threshold values required for first-order stream generation being calculated on the basis of field studies following on from a rainfall event (26/27-06-2009). The methodology proposed in this study seems to be correct. The surface drainage system generated on the basis of the DTM in the Zalasówka catchment was composed of elements of anthropogenic and natural origin, and was comparable with the system operating at the time of the rainfall event examined. The results for the period of heavy rainfall revealed a surface drainage system 9 times more developed (at 13.7 km·km–2) than the river system (1.5 km·km–2). There were significant changes in the stream pattern reflected in the Horton and Schumm ratios. There was also increases in the maximum stream order, the bifurcation ratio RB, the length ratio RL and the area ratio RA; as well as a decrease in the mean length and mean area of the first-order stream. L1 - http://www.rcin.org.pl/igipz/Content/61802/PDF/WA51_81060_r2017-t89-z1_Przeg-Geogr-Kroczak.pdf M3 - Text J2 - Przegląd Geograficzny T. 89 z. 1 (2017) PY - 2017 IS - 1 EP - 85 KW - digital terrain model KW - drainage network KW - flash flood KW - Carpathians A1 - Kroczak, Rafał A1 - Bryndal, Tomasz PB - IGiPZ PAN VL - 89 CY - Warszawa SP - 67 T1 - Wykorzystanie numerycznych modeli terenu do generowania systemu drenażu powierzchniowego, funkcjonującego podczas opadów nawalnych. Podstawy metodyczne na podstawie studium przypadku zlewni Zalasówki (Pogórze Ciężkowickie) = Use of digital terrain models to generate the surface drainage network functioning during heavy rainfall. Methodological aspects based on the Zalasówka catchment (Ciężkowickie foothills) UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/61802 ER - TY - GEN N1 - 24 cm N2 - This work should acquaint Polish readers with the current state of knowledge on the impact of that the management of mountain forests exerts on soil and on the circulation of water and matter, including via such phenomena as erosion, sediment transport and flooding. It draws abundantly on foreign review papers on specific issues, at the same time augmenting the theses formulated with findings from most recent works and relating to Polish conditions. This literature review has provided a basis for it to be concluded that: 1) forest management, and above all the associated roads and skid trails, accelerate both water erosion and landslide processes in mountainous areas; 2) the movement of matter along forest roads (by both of the above mechanisms) is usually one to more than two orders of magnitude greater than that occurring on steep forested slopes; 3) unpaved forest roads, skid trails and wood-storage areas are the main sources of sediment in forest areas, while paved roads contribute to accelerated surface runoff; 4) the type and location of roads in mountain forest have a significant impact on the intensity of water erosion and landslides processes, as well as peak flows and resulting flood risk in lower locations; 5) roads and skid trails leading along the slope gradient and directly crossing roads and streams intensify further both erosion and the deposition of sediments into streams; 6) the network of forest roads may contribute by up to several percent to increases in peak flows, as well as the resulting flash floods; 7) in the years immediately following clear-cutting, a two- to four-fold increase in the frequency of large flooding events is to be anticipated; 8) annual streamflow usually increases significantly where at least 20% of the tree basal area in a forest is removed; 9) the return of the hydrological system to its pre-harvest state is extremely slow (lasting up to 80 years); 10) there has recently been no universal confirmation of previously demonstrated associations between streamflow increase in mountain catchments and reductions in plant cover. L1 - http://www.rcin.org.pl/igipz/Content/70397/PDF/WA51_91758_r2019-t91-z1_Przeg-Geogr-Affek1.pdf M3 - Text J2 - Przegląd Geograficzny T. 91 z. 1 (2019) PY - 2019 IS - 1 EP - 81 KW - mountains KW - timber extraction KW - literature review KW - erosion KW - sediment transport KW - flooding A1 - Affek, Andrzej. Autor PB - IGiPZ PAN VL - 91 CY - Warszawa SP - 63 T1 - Wpływ gospodarki leśnej na terenach górskich na wybrane elementy środowiska – aktualny stan wiedzy = Impact of mountain forest management on selected elements of the environment – the current state of knowledge UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/70397 ER - TY - GEN N1 - 24 cm L1 - http://www.rcin.org.pl/igipz/Content/42812/PDF/WA51_60463_r2014-t86-z1_Przeg-Geogr-Bryndal.pdf M3 - Text J2 - Przegląd Geograficzny T. 86 z. 1 (2014) PY - 2014 IS - 1 EP - 21 KW - hydrology KW - flash floods KW - envelope curve KW - maximum flow KW - Carpathians KW - Poland KW - Romania KW - Slovakia A1 - Bryndal, Tomasz PB - IGiPZ PAN VL - 86 CY - Warszawa SP - 5 T1 - Parametry hydrologiczne wezbrań opadowo-nawalnych w polskiej, słowackieji rumuńskiej części Karpat =Hydrological parameters of rainstorm-inducted flash floods in the Polish,Slovakian and Romanian parts of the Carpathians UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/42812 ER - TY - GEN A2 - Starkel, Leszek (1931– ). Red. PB - Wydaw. Continuo PB - IGiPZ PAN N1 - 107 pp., [1] k. tabl. złoż. : mapy, wykr. ; 24 cm N1 - Summary in English. L1 - http://www.rcin.org.pl/igipz/Content/5700/PDF/WA51_16174_r1998-nr11_Dokumentacja-Geogr.pdf M3 - Text CY - Wrocław CY - Warszawa J2 - Geomorphic and sedimentologic records of local downpours J2 - Dokumentacja Geograficzna, nr 11 PY - 1998 KW - downpours KW - geomorphic record of downpours KW - sedimentologic record of downpours KW - floods KW - extreme events KW - Poland T1 - Geomorfologiczny i sedymentologiczny zapis lokalnych ulew UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/5700 ER - TY - GEN N1 - 178 pp. ; 24 cm L1 - http://www.rcin.org.pl/igipz/Content/2336/PDF/WA51_13879_r2011-vol84-z2_Geographia-Pol-vand.pdf M3 - Text J2 - Geographia Polonica Vol. 84 Special Issue Part 2 (2011) PY - 2011 IS - Special Issue Part 2 EP - 153 KW - rivers KW - water management KW - climate change KW - human impact KW - floods KW - Maas River KW - Geul River KW - the Netherlands A1 - Vandenberghe, Jef A1 - Venhuizen, Gemma A1 - Moor, Jos de PB - IGiPZ PAN VL - 84 CY - Warszawa SP - 141 T1 - Concepts of dynamic equilibrium of interest for river management in the lower Maas catchment UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/2336 ER - TY - GEN N1 - 24 cm N2 - The work described here has sought to identify the variable hydro-meteorological conditions (across hydrological years 2009–2014) determining cliff-erosion dynamics along the coast of Poland’s Wolin Island. Daily data from the tide-gauge station in Świnoujście allowed for the presentation of variability in sea level, with data obtained from the Institute of Meteorology and Water Management. Also presented are annual, semi-annual and monthly characterisations of elements of the weather capable of exerting the greatest erosive impact on cliffs, i.e. precipitation and snow cover, as well as thermal and anemometric conditions. The daily meteorological data derived from the author’s own measurements, from the meteorological station in Biała Góra situated on the Wolin cliff top. The potential erosive hydro-meteorological conditions were set against annual measurements of cliff-top recession rates, the research into this involving geodetic RTK GPS measurements on 5 test sections representing different morpholithological conditions. The hydrological years 2009-2014 experienced very significant hydro-meteorological events potentially favouring the occurrence of erosion processes (mass movements and aeolian erosion). The occurrence of potentially erosive hydro-meteorological events is referenced against cliff-top recession rates. In particular, this study presents the geomorphological effects of two extreme hydro-meteorological occurrences. i.e. Hurricane Xavier of December 2013 (maximum sea level 612 cm) and a two-hour extreme (74mm) precipitation event occurring in August 2014 year. The specific nature of the cause-effect relationship between hydro-meteorological conditions and cliff erosion on the cliff coast of Wolin Island is also described, though these results are also capable of being applied to other cliff sections of the Southern Baltic coastal zone. The relationships between hydro-meteorological conditions and coastal erosion are not seen to be directly proportional, but are non-linear. It is not always the extreme storm surges and high levels of precipitation that generate extreme erosion along the shore. Rather, the dynamics of cliff-edge erosion are found to be determined by a number of other determinants obscuring the simple relation-ship between hydro-meteorological conditions and intensity of erosion. The most important factors influencing the dynamics of coastal erosion are morphological conditions, slope aspect vis-à-vis approaching waves, qualitative and quantitative conditions of sediment on beaches and in the shallows, the dynamics and frequency of extreme hydro-meteorological events in the preceding period, and human activity relating to hydrotechnical installations. Given the current upward trend for sea level and the increasing frequency of extreme hydro-meteorological events, the Southern Baltic coastal zone is expected to be subject to intensified cliff erosion in the near future. In this context, the results presented here might also gain wider application in studying other parts of the Baltic coastal zone with a morainic cliff coastline, especially along the stretch between Estonia and Germany. L1 - http://www.rcin.org.pl/igipz/Content/65845/PDF/WA51_84762_r2018-t90-z1_Przeg-Geogr-Tylkowsk.pdf M3 - Text J2 - Przegląd Geograficzny T. 90 z. 1 (2018) PY - 2018 IS - 1 EP - 135 KW - Baltic cliff coast KW - storm floods KW - meteorological extrema KW - coast erosion KW - threshold values A1 - Tylkowski, Jacek PB - IGiPZ PAN VL - 90 CY - Warszawa SP - 111 T1 - Hydrometeorologiczne uwarunkowania erozji wybrzeża klifowego wyspy Wolin = Hydro-meteorological conditions underpinning cliff-coast erosion on Wolin Island, Poland UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/65845 ER - TY - GEN A2 - Jania, Jacek (1950– ). Ed. A2 - Kundzewicz, Zbigniew (1950– ). Ed. PB - IGiPZ PAN N1 - 202 pp. ; 24 cm L1 - http://www.rcin.org.pl/igipz/Content/107/PDF/GP_80_2_cala.pdf M3 - Text CY - Warszawa J2 - Extreme meteorological and hydrological events in Poland PY - 2007 KW - extreme events KW - meteorology KW - hydrology KW - climate KW - wind velocities KW - flood risk KW - hydrological droughts KW - debris flows KW - extreme rainfalls KW - storms KW - Europe KW - Poland KW - Baltic Sea T1 - Geographia Polonica Vol. 80 No. 2 (2007) UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/107 ER - TY - GEN N1 - 187 pp. ; 24 cm L1 - http://www.rcin.org.pl/igipz/Content/2291/PDF/WA51_13942_r2011-vol84-z1_Geographia-Pol-hein.pdf M3 - Text J2 - Geographia Polonica Vol. 84 Special Issue Part 1 (2011) PY - 2011 IS - Special Issue Part 1 EP - 80 KW - palaeofloods KW - extreme floods KW - slackwater deposits KW - tropical-temperate-trough KW - solar irradiance KW - Little Ice Age KW - Namib Desert KW - Orange River catchment A1 - Heine, Klaus A1 - Völkel, Jörg PB - IGiPZ PAN VL - 84 CY - Warszawa SP - 61 T1 - Extreme floods around AD 1700 in the northern Namib Desert, Namibia, and in the Orange River catchment, South Africa - Were they forced by a decrease of solar irradiance during the Little Ice Age? UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/2291 ER - TY - GEN PB - IGiPZ PAN N1 - 24 cm L1 - http://www.rcin.org.pl/igipz/Content/1027/PDF/Wa51_3627_r2001-t73-z3_Przeg-Geogr.pdf M3 - Text CY - Warszawa PY - 2001 KW - glaciations KW - amphibians KW - reptiles KW - floods KW - groundwater KW - overbank deposits KW - visual attractiveness of landscape KW - North-Eastern Poland KW - Vistula River KW - Pińczów KW - Ukraine T1 - Przegląd Geograficzny T. 73 z. 3 (2001) UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/1027 ER - TY - GEN PB - IGiPZ PAN N1 - 24 cm L1 - http://www.rcin.org.pl/igipz/Content/88/PDF/2008_tom_80_zeszyt_1.pdf M3 - Text CY - Warszawa PY - 2008 KW - geographical journals KW - Przegląd Geograficzny KW - environmental management KW - landscape ecology KW - landscape-ecological methods KW - invasions of alien plant species KW - fluvioglacial deposits KW - landslides KW - flysch slopes KW - floods KW - Beskid Wyspowy Mountains KW - Bieszczady Mountains KW - Nida Basin T1 - Przegląd Geograficzny T. 80 z. 1 (2008) UR - http://www.rcin.org.pl/igipz/dlibra/publication/edition/88 ER -