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Wyszukujesz frazę "Shoreline" wg kryterium: Temat


Tytuł:
Assessment of Shoreline and Associated Landuse/Land cover Changes along Part of Lagos Coastline, Nigeria
Autorzy:
Akinluyi, F. O.
Adebola, A. O.
Adeseko, A. A.
Powiązania:
https://bibliotekanauki.pl/articles/100826.pdf
Data publikacji:
2018
Wydawca:
Uniwersytet Śląski. Wydział Nauk o Ziemi
Tematy:
shoreline changes
Land use
Land cover
LULC
accretion
erosion
Lagos
linia brzegowa
zmiany
pokrycie terenu
użytkowanie terenu
erozja
Nigeria
Opis:
The city of Lagos, Nigeria has undergone rapid increase in population due to economic and commercial activities. As a result of this, there has been a persistent change in Land use/Land cover (LULC) of the city and shoreline through the years. This observation necessitated the use of multi-temporal satellite data to characterize shoreline changes between 1984 and 2016. Therefore, the study attempts to determine the shoreline change during the study period and the coastal land use and land cover (LULC) of the study area. Satellite data was acquired and subjected to some image processing techniques such as image enhancement, supervised classification, and shoreline extraction. The digital shoreline analysis system (DSAS) in ArcGIS environment was utilized to cast transects and calculate statistical parameters for the shoreline and spatial data used was Landsat TM, ETM and OLI for the years 1984, 1990, 2000, 2004 and 2016 respectively. The results indicate that LULC changes in built-up areas increases rapidly during the years (1984-2015) from 12.2 -36.2%, water bodies increased from (1984-1990-2000) from 52%, 54%, 52% and reduces to 47.4% in the year 2015 while vegetation cover reduces drastically through the year range from 36%, 33%, 29%, 24% and 16%. A total of 1034 transects were generated with 100m spacing and the average rate of change was calculated for the 32 year period (1984-2016). The linear regression rate (LRR) shoreline result shows a mean of -0.59m/year where 73.1% of transect fall under erosion and 61.8% accretion respectively. The end point rate (EPR) and net shoreline movement (NSM) analysis revealed mean shoreline change of -0.57m/year and -18.1m/period respectively from 1984-2016. The EPR and NSM results both revealed that 231 transect or 22.3% experienced erosion, and 805 transect or 77.9% with accretion. It was observed that significant accretion rate recorded along most sections of the shorelines is attributed to beach nourishment activities.
Źródło:
Contemporary Trends in Geoscience; 2018, 7, 1; 59-71
2299-8179
Pojawia się w:
Contemporary Trends in Geoscience
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Alternative study for the Nautical and Shore Protection Structures in the Estuary of Santos, Brazil
Autorzy:
Alfredini, P.
Arasaki, E.
Bernardino, J.C.M
Da Silva, G.
Powiązania:
https://bibliotekanauki.pl/articles/116371.pdf
Data publikacji:
2018
Wydawca:
Uniwersytet Morski w Gdyni. Wydział Nawigacyjny
Tematy:
nautical protection structures
shore protection
estuary ofsantos
Port of Santos
Santos Port Outer Access Channel
offshore bar
hydraulic laboratory
shoreline protection issues
Opis:
For the enlargement of the nautical dimensions of Santos Port Outer Access Channel (Brazil), training walls crossing the Offshore Bar are needed. The training walls choice to reduce dredging rates also induces to consider a coupling planning between nautical purposes and shore protection measures, as Santos Municipality have serious erosion problems nowadays due to the urban growth in the backshore and sea level rise. For decision support, the Hydraulic Laboratory of Engineering School of University of Sao Paulo was commissioned to study in a composite mathematical and scale model. Results include changes in wave height and direction and current speed analysis to conditions with training walls and segmented breakwaters. The water renewal was also analyzed to the condition with segmented breakwater and compared to current situation, based on hydrodynamics results and considering that this structure can reduce water quality in this area.
Źródło:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation; 2018, 12, 2; 375-380
2083-6473
2083-6481
Pojawia się w:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Modelling nearshore hydrodynamics and circulation under the impact of high waves at the coast of Varkiza in Saronic-Athens Gulf
Autorzy:
Belibassakis, K.A.
Karathanasi, F.E.
Powiązania:
https://bibliotekanauki.pl/articles/47934.pdf
Data publikacji:
2017
Wydawca:
Polska Akademia Nauk. Instytut Oceanologii PAN
Tematy:
sediment transport
shoreline
modelling
hydrodynamics
Saronic Gulf
coastal zone
wind
wave
Opis:
A plethora of physical parameters, such as hydro-, litho- and morpho-dynamic char- acteristics, are essential for understanding the response of coastal systems to intense sea states in terms of sediment transport and shoreline evolution. Nowadays, numerical models are extensively applied to meet the above needs and support coastal planning and management. In the present work, a 2DH dynamic modelling system is used for simulating the hydrodynamic and meteorological/ oceanographic characteristics of the Saronic Gulf, in order to examine circulation patterns and predict sediment transport phenomena under high wave conditions at the coast of Varkiza, a sandy beach in the southern Attica, Greece. Time series of wind and wave data were used as input at the open boundaries of the model domain while the model was calibrated and validated through (linear and directional) statistical measures with respect to in situ wave measurements, since there was lack of hydrodynamic data at the site of interest.The simulation period of the model was between January 3 and February 19, 2013, with consecutive high waves in-between. The good agreement of the numerical results from the wave and hydrodynamic model with in situ measurements confirmed the suitability of the model for the support of sediment transport rates at Varkiza coastal segment. Model results reveal that there is a counter-clockwise water circulation during high waves that contribute to the erosion of the examined beach, which is also confirmed by independent field measurements.
Źródło:
Oceanologia; 2017, 59, 3
0078-3234
Pojawia się w:
Oceanologia
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Possibilities of Using Fractal Geometry to Identify Areas at Risk of Their Shoreline Becoming Outdated
Możliwości wykorzystania geometrii fraktalnej do wykrywania obszarów narażonych na dezaktualizację linii brzegowej
Autorzy:
Bieda, A.
Powiązania:
https://bibliotekanauki.pl/articles/385616.pdf
Data publikacji:
2016
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Wydawnictwo AGH
Tematy:
linia brzegowa
fraktal
wymiar pudełkowy
kataster nieruchomości
shoreline
fractal
box-counting dimension
cadastre
Opis:
Wody powierzchniowe płynące to jeden z najszybciej i najbardziej nieprzewidywalnie zmieniających się elementów otoczenia człowieka, który wpływa na dane wprowadzane do baz danych Państwowego Zasobu Geodezyjnego i Kartografi cznego (przede wszystkim do ewidencji gruntów i budynków). W celu wyznaczenia obszarów narażonych na dezaktualizację ze względu na działanie wody powierzchniowej wykorzystano fakt, że linia brzegowa traktowana jest jako jeden z tz w. fraktali naturalnych. Aby sprawdzić, czy na poziomie szczegółowości bazy danych katastralnych rzeki zachowują swoje fraktalne właściwości oraz czy te właściwości mogłyby zostać wykorzystane do wykrywania obszarów narażonych na dezaktualizację linii brzegowej, przenalizowano przebieg linii brzegowej oraz zmiany w konfi guracji granic ewidencyjnych działek położonych w ich sąsiedztwie. Analizowany obszar to kilkunastokilometrowy odcinek Wisły pod Krakowem.
Surface flowing water is one of the fastest-changing and most unpredictable elements of the human environment, which affects the data entered into the database of the National Geodetic and Cartographic Documentation Center (primarily to the register of land and buildings). The fact that the shoreline is regarded as one of the so-called natural fractals was used in order to identify areas at risk of becoming outdated due to the action of surface water. To verify whether, at the level of detail of the cadastral database, rivers retain their fractal properties and whether these properties could be used to identify areas at risk of the shoreline becoming outdated, the course of the shoreline was analyzed, as well as the changes in the configuration of the boundaries of cadastral parcels located in their neighborhood. The analyzed area covered a several-kilometer section of the Vistula River near Krakow.
Źródło:
Geomatics and Environmental Engineering; 2016, 10, 3; 39-47
1898-1135
Pojawia się w:
Geomatics and Environmental Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Weryfikacja granicy matematycznej prowadzonej środkiem koryta rzecznego
Verification of MATHEMATICAL Boundary carried Along the center of riverbed
Autorzy:
Bieda, A
Powiązania:
https://bibliotekanauki.pl/articles/345927.pdf
Data publikacji:
2012
Wydawca:
Polskie Towarzystwo Informacji Przestrzennej
Tematy:
baza danych
granica administracyjna
granica matematyczna
linia brzegu
koryto rzeki
database
administrative boundary
mathematical boundary
shoreline
river bed
Opis:
W dobie powszechnej informatyzacji wszystkich dziedzin życia, modernizacji ulega także Państwowy Zasób Geodezyjny i Kartograficzny. Doprowadzenie zebranych w nim danych do formy wymaganej aktualnymi przepisami prawa to proces niezwykle kosztowny i długotrwały. Musi on zostać jednak przeprowadzony. Jego następstwem powinna być nie tylko zmiana formy dokumentacji tworzącej Zasób na numeryczną, ale i aktualizacja danych. Materiały PZGiK docelowo wprowadzone zostaną do baz danych, z których generowane będą opracowania kartograficzne. Bazy te dotyczą między innymi obiektów topograficznych, katastru nieruchomości oraz państwowego rejestru granic. Zawarte w nich obiekty powinny zostać ze sobą powiązane. Najwięcej kłopotów sprawić może odnalezienie połączeń geometrycznych pomiędzy elementami, których natura ma zmienny charakter. Będą to przede wszystkim wody powierzchniowe płynące oraz bezpośrednie ich otoczenie, na które wody te oddziaływają. Z kształtu koryta rzecznego oraz z jego reprezentacji w bazach danych topograficznych, wynikać powinna konfiguracja konturów użytków gruntowych, a nawet granic ewidencyjnych w bazie danych katastralnych. Te z kolei wpływają na zawartość państwowego rejestru granic. Wyznaczone wzdłuż rzek granice podziału terytorialnego kraju mogą przebiegać ich środkiem. Ich aktualizacja powinna opierać się o ustalone i wprowadzone do ewidencji gruntów oraz do bazy danych obiektów topograficznych linie brzegowe. Celem artykułu jest przedstawienie sposobu na matematyczne wyznaczenie środka koryta rzecznego w oparciu o pomiar jego brzegów oraz weryfikacja jak zastosowanie przedstawionego algorytmu wpłynie na kształt granic administracyjnych prowadzonych wzdłuż rzek.
Bringing the data contained in the National Geodetic and Cartographic Resources (PZGiK) to the form required by the present provisions of law is a costly and long lasting process, but it must be carried out. In the effect, not only the form of PZGiK documentation will be changed into a digital one, but the data will be updated. The PZGiK databases concern i.a. topographic objects, real estate cadastre and the National Register of Boundaries. The objects contained in these datasets should be related to each other. It would be most difficult to find geometric links between elements which by their nature vary in time. They would primarily include flowing surface waters and their direct surroundings affected by these waters. The configuration of contours of lands and even registered boundaries in cadastral databases should result from the shape of riverbed and its representation in topographic databases. In turn, these boundaries influence the National Register of Boundaries. The boundaries of the territorial division of the country defined along rivers may run in the middle of rivers. Updating of these boundaries should be based on shorelines determined and entered to land registers and topographic objects databases. The aim of this paper is to present a method of determination of the middle of the riverbed based on measurement of the shorelines and to verify how the use of the algorithm presented will influence the shape of administrative boundaries defined along rivers.
Źródło:
Roczniki Geomatyki; 2012, 10, 4; 17-27
1731-5522
2449-8963
Pojawia się w:
Roczniki Geomatyki
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Application of Deans curve to investigation of a long-term evolution of the Southern Baltic multi-bar shore profile
Autorzy:
Cerkowniak, G.R.
Ostrowski, R.
Pruszak, Z.
Powiązania:
https://bibliotekanauki.pl/articles/48611.pdf
Data publikacji:
2017
Wydawca:
Polska Akademia Nauk. Instytut Oceanologii PAN
Tematy:
cross-shore profile
Baltic Sea
shoreline
migration
Dean's curve
long-term evolution
Lubiatowo
Opis:
The paper presents the results of studies on the long-term evolution of the multi-bar cross-shore profiles. The analysis is focused on time-dependent variability of shoreline position, a modified parameter A of the conventional Dean's equation and a parameter F describing the amount of nearshore sediment resources in the multi-bar cross-shore profile. The study also deals with interrelationships between these quantities. The analysis is carried out using field data collected at Lubiatowo, Poland, on the dissipative shore, representative for the south Baltic. The considered coastal segment is found to be stable in the long-term scale. The results of analysis show that the parameter A can either increase or decrease together with the shoreline advance. It is concluded that the shoreline position change is a parameter unsatisfactorily representative for behaviour of the seashore. The use of the Dean's approximation for estimation of the sediment resources F on the multi-bar seashore profiles is found reasonable to eliminate the effects of peculiarities of such shores.
Źródło:
Oceanologia; 2017, 59, 1
0078-3234
Pojawia się w:
Oceanologia
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Conformal mapping of the Gulf of Gdańsk onto a canonical domain
Autorzy:
Czesnik, P.P.
Prosnak, W.J.
Powiązania:
https://bibliotekanauki.pl/articles/48629.pdf
Data publikacji:
2002
Wydawca:
Polska Akademia Nauk. Instytut Oceanologii PAN
Tematy:
Schwarz-Christoffel function
solution
conformal mapping
shoreline
Gdansk Gulf
inversion
Opis:
The paper deals with the conformal mapping of a plane, finite, simply connected domain, representing the southern segment of the Gulf of Gdańsk, enclosed from the North by a parallel, tangential to Cape Rozewie. The segment contains the Hel Peninsula. The method of double decomposition, presented in Prosnak & Cześnik (2001), is applied to the transformation of such an original domain onto a canonical one, which consists of two separate unit discs. The first decomposition concerns the domain which is split into two adjacent subdomains by means of a segment of a straight line. The second decomposition involves two holomorphic functions, each one mapping a subdomain onto a separate disc. The decomposition consists in replacing the function by a sequence of simple ones, so that the mapping is performed step-wise. Each sequence starts with the Schwarz-Christoffel function, the last step consisting in an inversion that transforms an infinite circular domain onto a disc. The data for the problem is contained in the Annex, and is represented by two sets of rectangular coordinates defining consecutive discrete points of the contours bounding the subdomains. The solution to the problem consists of:
– two sets of functions, consecutively transforming each of the subdomains;
– the numerical values of the parameters of these functions;
– a set of figures illustrating the consecutive transformations. The accuracy of the first, and of the penultimate transformation are given, because only in the case of these two functions do the unknown coefficients have to be determined by means of a suitable iterative process. The coefficients of all the remaining functions are evaluated from exact formulae. It should be recalled that the depth of the Gulf of Gdańsk varies considerably – from a few to 110 metres – the gradients of the bottom being rather large. Therefore, the domain of the solution for any mathematical problem describing the hydrodynamical phenomena occurring in the Gulf is usually taken to be three-dimensional. Nevertheless, the paper deals with the transformation of the free surface of the Gulf, assumed as plane. It should be emphasized that this assumption does not mean that the whole domain of the solution has to be regarded as plane.
Źródło:
Oceanologia; 2002, 44, 2
0078-3234
Pojawia się w:
Oceanologia
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Assessment of Shoreline Changes and the Groundwater Quality along the Coast of Kuakata, Patuakhali, Bangladesh
Autorzy:
Goswami, Sukhen
Rahman, Shaikh Ashikur
Alam, Mir Md. Tasnim
Rahman, Mahfuzur
Rafiq, Md. Risalat
Jaman, Md. Hasnat
Roy, Dhiman Kumer
Powiązania:
https://bibliotekanauki.pl/articles/2173235.pdf
Data publikacji:
2022
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
saline water intrusion
hydrogeochemical analysis
digital shoreline analysis system
salinity
Opis:
Shoreline changes and groundwater quality monitoring have become pressing issues for the coastal region of Bangladesh. This study investigated the shoreline changes from 2000 to 2020 and evaluated the groundwater quality, as well as SWI in the Kuakata coastal area. While analyzing satellite images, the temporal shoreline changes were assessed through the Digital Shoreline Analysis System (DSAS) in ArcGIS 10.4.1. Higher erosion rates (>2 m/year) were found in the southernmost part and the SE part of the studied area. Twenty-five groundwater samples were collected, and the physicochemical parameters were measured to assess the groundwater quality. The geographic information system (GIS) was used to assess the spatial variation of the EC, pH, and Cl⁻ contents through the inverse distance weighted (IDW) interpolation method. The EC, Cl⁻, and pH values of the studied groundwater ranged from (1.2 mS/cm to 19.5 mS/cm), (79.88 mg/L to 11241.67 mg/L), and (7.9 to 8.7), repectively. The analysis revealed that the majority of the groundwater samples were unsuitable for drinking purpose due to higher EC and Cl⁻ values. Saline water intrusion (SWI) was determined by using the alternative EC vs Cl⁻ method in the southern part of the Kuakata beach area, which was closest to the sea.
Źródło:
Journal of Ecological Engineering; 2022, 23, 7; 323--332
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Shoreline extraction based on LiDAR data obtained using an USV
Autorzy:
Halicki, A.
Specht, M.
Stateczny, A.
Specht, C.
Lewicka, O.
Powiązania:
https://bibliotekanauki.pl/articles/24201469.pdf
Data publikacji:
2023
Wydawca:
Uniwersytet Morski w Gdyni. Wydział Nawigacyjny
Tematy:
shoreline
LiDAR
laser scanning
Unmanned Surface Vessel
unmanned vehicles
hydrography
geodesy
Opis:
This article explores the use of Light Detection And Ranging (LiDAR) derived point clouds to extract the shoreline of the Lake Kłodno (Poland), based on their geometry properties. The data collection was performed using the Velodyne VLP-16 laser scanner, which was mounted on the HydroDron Unmanned Surface Vehicle (USV). A modified version of the shoreline extraction method proposed by Xu et al. was employed, comprising of the following steps: (1) classifying the point cloud using the Euclidean cluster extraction with a tolerance parameter of 1 m and min. cluster size of 10,000 points, (2) further filtration of boundary points by removing those with height above 1 m from the measured elevation of water surface, (3) manual determination of a curve consisting of 5 points located along the entire shoreline extraction region at a relatively constant distant from the coast, (4) removal of points that are further from the curve than the average distance, repeated twice. The method was tested on the scanned section of the lake shoreline for which Ground Control Points (GCP) were measured using a Global Navigation Satellite System (GNSS) Real Time Kinematic (RTK) receiver. Then, the results were compared to the ground truth data, obtaining an average position error of 2.12 m with a standard deviation of 1.11 m. The max error was 5.54 m, while the min. error was 0.41 m, all calculated on 281 extracted shoreline points. Despite the limitations of this parametric, semi-supervised approach, those preliminary results demonstrate the potential for accurate shoreline extraction based on LiDAR data obtained using an USV. Further testing and optimisation of this method for larger scale and better generalisation for different waterbodies are necessary to fully assess its effectiveness and feasibility. In this context, it is essential to develop computationally efficient methods for approximating shorelines that can accurately determine their course based on a set of points.
Źródło:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation; 2023, 17, 2; 445--453
2083-6473
2083-6481
Pojawia się w:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Budowle wodne z naturalnych materiałów
Water constructions made of natural materials
Autorzy:
Jędryka, E.
Powiązania:
https://bibliotekanauki.pl/articles/338503.pdf
Data publikacji:
2007
Wydawca:
Instytut Technologiczno-Przyrodniczy
Tematy:
budowle piętrzące
budowle regulacyjne
przepławki
umocnienia skarp
fish ladders
regulating constructions
shoreline enforcement
water lifting constructions
Opis:
W artykule zaprezentowano wybrane rozwiązania konstrukcyjne budowli wodnych, takich jak: umocnienia, budowle regulacyjne, piętrzące i przepławki, wykonanych z naturalnych materiałów. Budowle te są niezbędne do regulacji warunków wilgotnościowych w dolinie oraz utrzymania koryt rzek zgodnie z zadaniami postawionymi danemu obiektowi. Są to konstrukcje, które można również wykorzystać w ramach ochrony czynnej na obiektach cennych przyrodniczo.
Selected designs of water constructions like: reinforcements, water lifting and regulating constructions and fish ladders made of natural materials are presented in this paper. These constructions are necessary to control water relations in a valley and to maintain river channels in accordance with requirements of a given object. The constructions might also be used in the protection of naturally valuable objects.
Źródło:
Woda-Środowisko-Obszary Wiejskie; 2007, T. 7, z. 2b; 55-74
1642-8145
Pojawia się w:
Woda-Środowisko-Obszary Wiejskie
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Summary of the port shoreline resource evaluation based on triangular fuzzy analytic hierarchy process
Autorzy:
Jiang, L.
Tao, T.
Zhang, C.
Jiang, H.
Wang, J.
Powiązania:
https://bibliotekanauki.pl/articles/259464.pdf
Data publikacji:
2017
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
port shoreline evaluation
triangular fuzzy AHP
fuzzy comprehensive evaluation
shoreline of Nanjing port
Opis:
Port shoreline resources are the basis of port and shipping development, and its assessment method has become one of the hot issues in port research. On the basis of constructing a reasonable index evaluation system, this paper constructs the fuzzy evaluation matrix based on the triangular fuzzy analytic hierarchy process and constructs the fuzzy evaluation matrix by using the fuzzy comprehensive evaluation method, and obtains the maximum membership degree of the port shoreline resources. Compared with the traditional port shoreline Resource evaluation methods, the new one got more advantages in objective and quantitative. Finally, Combined with the Nanjing section of the Yangtze River as a case for verification, the results show that the model can accurately solve the problem of resource evaluation of port shoreline.
Źródło:
Polish Maritime Research; 2017, S 3; 16-22
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Stacjonarne badania procesów egzogenicznych w strefie brzegowej Zbiornika Brackiego (południe Syberii Wschodniej)
Egzogenic processes on shoreline of Brack Reservoir : stationary researches (South Part of East Siberia)
Autorzy:
Kaczmarek, H.
Mazaeva, O. A.
Kozyreva, E. A.
Khak, V. A.
Powiązania:
https://bibliotekanauki.pl/articles/295168.pdf
Data publikacji:
2012
Wydawca:
Stowarzyszenie Geomorfologów Polskich
Tematy:
procesy egzogeniczne
strefa brzegowa
procesy abrazyjno-akumulacyjne
ruchy masowe
osuwiska
sufozja
erozja wąwozowa
egzogenic processes
shoreline
accumulation-abrasion processes
mass movement
landslides
piping
karst process
gully erosion
Brack Reservoir
Opis:
Strefa brzegowa Zbiornika Brackiego na rzece Angarze jest niezwykle ciekawym przykładem złożonego kompleksu procesów egzogenicznych z wyraźnym wpływem antropopresji, będącej wynikiem utworzenia zbiornika wodnego i jego eksploatacji. Badania monitoringowe, rozpoczęte jeszcze przed utworzeniem zbiornika, wskazują na transformację i intensyfikację przebiegu procesów egzogenicznych zachodzących na tym obszarze przed utworzeniem zbiornika (procesy osuwiskowe, procesy krasowe, erozja linijna), objęcie nimi kolejnych terenów, wcześniej pasywnych, jak również pojawienie się procesów nowych, przedtem nie występujących w tym regionie (procesy eoliczne, procesy abrazyjno-akumulacyjne). Badania te prowadzone są przez pracowników Instytutu Skorupy Ziemskiej RAN, a od kilku lat, w ramach dwustronnych umów, uczestniczą w nich również pracownicy Instytutu Geografii i Przestrzennego Zagospodarowania PAN.
The Brack Reservoir on Angara river was created in 1967. It is the second in terms of capacity (170 km3) and surface (5,500 km2) man-made lake on Earth. Monitoring tests, that started before the reservoir has been created, gives the information about transformation and intensification of exogenous processes occurring in this area, in comparison to state before reservoir creation (landslides, karst, erosion processes). Those processes have taken new areas. Additionally on this area new processes have appeared as result of reservoir exploitation (eolian processes, accumulation-abrasive processes).
Źródło:
Landform Analysis; 2012, 20; 51-63
1429-799X
Pojawia się w:
Landform Analysis
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Sediment Transport Issues Related to a Planned Cross-cut through the Vistula Spit, Poland
Autorzy:
Kaczmarek, L. M.
Ostrowski, R.
Szmytkiewicz, M.
Powiązania:
https://bibliotekanauki.pl/articles/241444.pdf
Data publikacji:
2010
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
Vistula Spit
cross-cut
waves
sediment transport
breakwaters
shoreline changes
Opis:
In order to make a navigable connection between the Vistula Lagoon and the Baltic Sea independent of an attitude of the Russian authorities, a cross-cut in the Polish part of the Vistula Spit is planned. The cross-cut will constitute an alternative waterway with respect to the existing one, leading through the Pilawa Strait which belongs to the Russian territorial waters. The new outlet will require breakwaters and an approach channel on the open sea side, as well as a waterway across the Vistula Lagoon to the harbour of Elbląg. The planned cross-cut is located about 3 km from the root of the Vistula Spit, at Skowronki village. The paper comprises an analysis of regional wave parameters in a mean statistical year on the basis of the Baltic wave climate reconstructed for the period of 44 years, together with a calculation of the longshore sediment transport rates. An influence of the planned coastal structures on the shoreline evolution, as well as the approach channel silting-up rates, in the first 10 years after the construction of the cross-cut, are estimated. An optimised layout of the planned approach channel and lengths of the planned breakwaters are recommended to facilitate the maintenance of the coast and the new waterway.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2010, 57, 2; 119-137
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Application of the spatial database for shoreline change analysis and visualisation: example from the western Polish coast, southern Baltic Sea
Autorzy:
Kostecki, Robert
Powiązania:
https://bibliotekanauki.pl/articles/1051530.pdf
Data publikacji:
2019-01-09
Wydawca:
Uniwersytet im. Adama Mickiewicza w Poznaniu
Tematy:
shoreline change analysis
spatial database
open source GIS software
PostGIS
PostgreSQL
Opis:
The main aim of the study was to introduce a spatial database application for the estimation of changes in shoreline position. The open-source PostgreSQL database system with the PostGIS spatial extension was used as the data store for digitalised shorelines. The solution to calculations of the shoreline changes was based on the functions written in the PL/SQL language and geospatial functions provided by the PostGIS extension. The traditional baseline and transects method was used to quantify the distances and rate of shoreline movement. Outputs of the calculations were stored in the database table and simply visualised using graphical functions in the R software environment or in GIS Desktop software. The advantage of presented method is the application of SQL language in the analysis of the relation between the geometry of shorelines stored in the database table, which, compared to other similar solutions, gives the user fully open, simple analytical code and enable selecting custom parameters of analysis, modifying code and performing additional calculations
Źródło:
Quaestiones Geographicae; 2018, 37, 3; 25-34
0137-477X
2081-6383
Pojawia się w:
Quaestiones Geographicae
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Palaeoecology of basins of organic sediment accumulation in the Reserve Dury
Autorzy:
Kowalewski, Grzegorz
Milecka, Krystyna
Powiązania:
https://bibliotekanauki.pl/articles/2027621.pdf
Data publikacji:
2003
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
floating mire
pollen analysis
lacustrine sediments
shoreline changes
postglacial and Holocene succession
Opis:
The Reserve Dury, Tuchola Pinewoods, Poland, includes five depressions with no outflow filled up with biogenie sedi- s q ments. They undergo terrestrialization processes to a high degree. In four of the basins there are still some open water areas surrounded by floating mire with raised and transitional bog plants. For the needs of protection service officers some palynological and geological research were carried out. All the geological cores were described in detail following the Troels-Smith system. The deepest core Dury I was selected for pollen analysis. Ten Local Pollen Assemblage Zones (L PAZ) show the history ofregional and local plant communities. On the basis of two air photographs, modem dynamics of floating mire in four basins were evaluated. The results allow us to correlate the geological layers, to describe the Late Glacial and Holocene succession of plant cover at Dury I site, and to show the stages of filling-in of basins with lacustrine sediments and peat.
Źródło:
Studia Quaternaria; 2003; 73-82
1641-5558
2300-0384
Pojawia się w:
Studia Quaternaria
Dostawca treści:
Biblioteka Nauki
Artykuł

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