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Wyszukujesz frazę "hydrological modeling" wg kryterium: Wszystkie pola


Tytuł:
The hydrological modeling in terms of determining the potential European beaver effect
Autorzy:
Szostak, M.
Jagodzińska, J.
Powiązania:
https://bibliotekanauki.pl/articles/145550.pdf
Data publikacji:
2017
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
hydrological modeling
digital terrain model (DTM)
categorization of watercourses
drainage basin
modelowanie hydrologiczne
cyfrowy model terenu
cieki wodne
Opis:
The objective of the paper was the hydrological analysis, in terms of categorizing main watercourses (based on coupled catchments) and marking areas covered by potential impact of the occurrence and activities of the European beaver Castor fiber. At the analysed area – the Forest District Głogów Małopolski there is a population of about 200 beavers in that Forest District. Damage inflicted by beavers was detected on 33.0 ha of the Forest District, while in the area of 13.9 ha the damage was small (below 10%). The monitoring of the beavers’ behaviour and the analysis of their influence on hydrology of the area became an important element of using geoinformationtools in the management of forest areas. ArcHydro ArcGIS Esri module was applied, as an integrated set of tools for hydrographical analysis and modelling. Further steps of the procedure are hydrologic analyses such as: marking river networks on the DTM, filling holes, making maps of the flow direction, making the map of the accumulation flow, defining and segmentation of streams, marking elementary basins, marking coupled basins, making dams in the places, where beavers occur and localization of the area with a visible impact of damming. The result of the study includes maps prepared for the Forest District: the map of main rivers and their basins, categories of watercourses and compartments particularly threatened by beaver’s foraging.
Źródło:
Geodesy and Cartography; 2017, 66, 1; 105-116
2080-6736
2300-2581
Pojawia się w:
Geodesy and Cartography
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Implementation of Distributed Hydrological Modeling in a Semi-Arid Mediterranean Catchment Azzaba, Morocco
Autorzy:
Abdelmounim, Bouadila
Benaabidate, Lahcen
Bouizrou, Ismail
Aqnouy, Mourad
Powiązania:
https://bibliotekanauki.pl/articles/123743.pdf
Data publikacji:
2019
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
semi-arid mediterranean context
flood forecasting
continuous modelling
event-based modelling
ATHYS platform
distributed SCS-LR model
Opis:
The typical Mediterranean climate is marked at certain times of the year by sudden torrential rains causing high water flows, which leads to heavy flooding and hydroclimatic fluctuations due to a semi-arid climate. This explains the need for hydrological modeling for water resource management in these contexts. This work concerns the hydrological modeling of the Azzaba catchment area in Haut-Sebou “Morocco”. In the first part of this work, a bibliographic synthesis was carried out to characterize certain factors (physical, geological and climatic), and a hydrological study was carried out by processing rainfall and hydrometric data from the considered time periods. Ultimately, the use of the “ATHYS” platform is beginning to reproduce the flows at the Azzaba outlet. This model is really applicable in the semi-arid context based on several studies carried out on these contexts, since it has to consider the chronological sequence of phenomena on one hand and the influence of the climatic and physicalhydrogeological parameters of the basin (humidity and soil exchange) on the other. Several criteria were used in this study to estimate the model performance; the most common is Nash-Sutcliffe. After observation and analysis of the overall results, it can be concluded that the model reproduces flows in the Azzaba River watershed well, especially in event mode (mean Nash-Sutcliffe value of 0.71). The use of a historical meteorological time series to simulate flow using a daily time step gives average results with a Nash of 0.50, which strengthens the reliability of the ATHYS platform in the Mediterranean climate area.
Źródło:
Journal of Ecological Engineering; 2019, 20, 6; 236-254
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The Investigation of the Applicability of Data-Driven Techniques in Hydrological Modeling: The Case of Seyhan Basin
Autorzy:
Turhan, Evren
Keleş, Mümine Kaya
Tantekin, Atakan
Keleş, Abdullah Emre
Powiązania:
https://bibliotekanauki.pl/articles/1811777.pdf
Data publikacji:
2019
Wydawca:
Politechnika Koszalińska. Wydawnictwo Uczelniane
Tematy:
artificial neural networks
drought analysis
data mining
Multilayer Perceptron
Seyhan Basin
Opis:
Proper water resources planning and management is based on reliable hydrological data. Missing rainfall and runoff observation data, in particular, can cause serious risks in the planning of hydraulics structures. Hydrological modeling process is quitely complex. Therefore, using alternative estimation techniques to forecast missing data is reasonable. In this study, two data-driven techniques such as Artificial Neural Networks (ANN) and Data Mining were investigated in terms of availability in hydrology works. Feed Forward Back Propagation (FFBPNN) and Generalized Regression Neural Networks (GRNN) methods were performed on rainfall-runoff modeling for ANN. Besides, Hydrological drought analysis were examined using data mining technique. The Seyhan Basin was preferred to carry out these techniques. It is thought that the application of different techniques in the same basin could make a great contribute to the present work. Consequently, it is seen that FFBPNN is the best model for ANN in terms of giving the highest R2 and lowest MSE values. Multilayer Perceptron (MLP) algorithm was used to predict the drought type according to limit values. This system has been applied to show the relationship between hydrological data and measure the prediction accuracy of the drought analysis. According to the obtained data mining results, MLP algorithm gives the best accuracy results as flow observation stations using SRI-3 month data.
Źródło:
Rocznik Ochrona Środowiska; 2019, Tom 21, cz. 1; 29-51
1506-218X
Pojawia się w:
Rocznik Ochrona Środowiska
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Hydrological Modelling in the Ouergha Watershed by Soil and Water Analysis Tool
Autorzy:
Erraioui, Lamia
Taia, Soufiane
Taj-Eddine, Kamal
Chao, Jamal
El Mansouri, Bouabid
Powiązania:
https://bibliotekanauki.pl/articles/24201734.pdf
Data publikacji:
2023
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
SWAT
Ouergha watershed
hydrological modeling
water balance
Opis:
Streamflow modelling is crucial for developing successful long-term management, soil conservation planning, and water resource management strategies. The current work attempts to develop a robust hydrological model that simulates streamflow with the slightest uncertainty in the calibration parameters. A physical-based and semidistributed hydrological SWAT model was employed to assess the hydrological simulation of the Ouergha watershed. The monthly simulation of the SWAT model achieved in the time frame from 1990 to 2013 has been split into warm-up (1990–1996), calibration (1997–2005), and validation (2006-2013). The SUFI-2 algorithm’s preliminary sensitivity and uncertainty analysis was done to calibrate the model using 11 hydrologic parameters. The model’s performance and robustness findings are promising. To evaluate the model, the coefficient of determination (R2), Nash-Sutcliffe efficiency (NSE), and percent of bias (PBIAS) were utilized. The value of R2, NSE, and PBIAS ranged from 0.45–0.77, 0.6–0.89, and +12.72 to +21.89% during calibration and 0.51–0.85, 0.64–0.88, and +8.82 to +22.19% during validation period, respectively. A high correlation between the observed and simulated streamflow was recorded during the calibration and validation periods. More than 68% of the observation data are encompassed by the 95PPU across both the calibration and validation intervals, which is excellent in terms of the P-factor and R-factor uncertainty criterion. The projected streamflow matches the observed data well graphically. According to the total hydrological water balance study, 29% of precipitation is delivered to streamflow as runoff, whereas 54% of precipitation is lost through evapotranspiration. The recharge to the deep aquifers is 8%, whereas the lateral flow is 10%. The findings of this study will help as a roadmap for the anticipated water management activities for the basin since the management and planning of water resources require temporal and spatial information.
Źródło:
Journal of Ecological Engineering; 2023, 24, 4; 343--356
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Application and verification of a water balance model with distributed parameters (on the example of Rega river basin)
Autorzy:
Pokojska, Paulina
Mikulska, Małgorzata
Powiązania:
https://bibliotekanauki.pl/articles/2029389.pdf
Data publikacji:
2004-06-01
Wydawca:
Uniwersytet Warszawski. Wydział Geografii i Studiów Regionalnych
Tematy:
hydrological modeling
Geographical Information Systems (GIS)
water balance
Opis:
The purpose of the study reported was to apply and verify a model of water balance of spatially distributed parameters in a meso-scale river catchment. The model was applied in the basin of Rega river, with the use of meteorological and hydrological measurement data from the years 1956 -1995. In modelling, due account was taken of the land use changes having occurred during the 40-year period considered. The output from modelling was constituted by the raster maps of area evaporation, surface runoff and supply of the underground water resources. On the basis of these results the magnitude of outflow and the structure of water balance were calculated for three river gauge profiles. The deviations of the model-based calculated outflow values from the measured ones were maximally equal +10% for the entire 40-year period and +20% in one of the 5-year sub-periods.
Źródło:
Miscellanea Geographica. Regional Studies on Development; 2004, 11; 139-149
0867-6046
2084-6118
Pojawia się w:
Miscellanea Geographica. Regional Studies on Development
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Modeling the Hydrological Impacts of Vegetation Cover Changes in the Upper Oum Er-Rbia Watershed (Morocco)
Autorzy:
Msaddek, Mohamed
El Garouani, Abdelkader
Kimbowa, George
Powiązania:
https://bibliotekanauki.pl/articles/1838305.pdf
Data publikacji:
2021
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
hydrological modeling
vegetation cover
remote sensing
HEC-HMS
watershed
Upper Oum Er-Rbia
Morocco
Opis:
In Morocco, the mountainous areas are often exposed to bulky and vicious flows of water and sediment. This process is exacerbated by the decrease in vegetation cover and the disruption in rainfall-runoff conditions that frequently cause significant flooding. By exploring the main hydrologic elements of these processes, it is possible to understand the behavior and hydrological response of watersheds and thus plan accordingly. In this study, the authors focused on determining the morphometric characteristics of the upper Oum Er-Rbia River basin (UOERRB by assessing/ evaluating the land use and land cover changes for a period of 32 years (1984-2016). Hydrologic Engineering Center’s Hydrologic Modeling System (HEC-HMS) was applied to simulate four daily hydrological events. The concentration time was 7.7 hours. The four storm events examined to calibrate and validate the simulated outflow at the outlet indicated a good agreement between the hydrographs of the measured and simulated flows, with an average Nash-Sutcliffe efficiency (NSE) value ranging from 0.63 to 0.76. Between 2002 and 2016, an average 6.21 percent increase in vegetation cover of with annual rainfall increasing from 690 to 714.1 mm/year was observed. These results can contribute to a better understanding of the hydrologic processes and better estimation of the return flows and thus guiding management decisions and developments in the UOERRB.
Źródło:
Journal of Ecological Engineering; 2021, 22, 6; 167-180
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Modeling the Hydrological Impacts of Vegetation Cover Changes in the Upper Oum Er-Rbia Watershed (Morocco)
Autorzy:
Msaddek, Mohamed
El Garouani, Abdelkader
Kimbowa, George
Powiązania:
https://bibliotekanauki.pl/articles/1838350.pdf
Data publikacji:
2021
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
hydrological modeling
vegetation cover
remote sensing
HEC-HMS
watershed
Upper Oum Er-Rbia
Morocco
Opis:
In Morocco, the mountainous areas are often exposed to bulky and vicious flows of water and sediment. This process is exacerbated by the decrease in vegetation cover and the disruption in rainfall-runoff conditions that frequently cause significant flooding. By exploring the main hydrologic elements of these processes, it is possible to understand the behavior and hydrological response of watersheds and thus plan accordingly. In this study, the authors focused on determining the morphometric characteristics of the upper Oum Er-Rbia River basin (UOERRB by assessing/ evaluating the land use and land cover changes for a period of 32 years (1984-2016). Hydrologic Engineering Center’s Hydrologic Modeling System (HEC-HMS) was applied to simulate four daily hydrological events. The concentration time was 7.7 hours. The four storm events examined to calibrate and validate the simulated outflow at the outlet indicated a good agreement between the hydrographs of the measured and simulated flows, with an average Nash-Sutcliffe efficiency (NSE) value ranging from 0.63 to 0.76. Between 2002 and 2016, an average 6.21 percent increase in vegetation cover of with annual rainfall increasing from 690 to 714.1 mm/year was observed. These results can contribute to a better understanding of the hydrologic processes and better estimation of the return flows and thus guiding management decisions and developments in the UOERRB.
Źródło:
Journal of Ecological Engineering; 2021, 22, 6; 167-180
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
GIS w hydrologii Lublina
GIS in hydrology of Lublin
Autorzy:
Sobolewski, W.
Gawrysiak, L.
Powiązania:
https://bibliotekanauki.pl/articles/346168.pdf
Data publikacji:
2013
Wydawca:
Polskie Towarzystwo Informacji Przestrzennej
Tematy:
GIS
modelowanie hydrologiczne
spływ powierzchniowy
hydrologia miejska
hydrological modeling
surface run-off
urban hydrology
Opis:
Celem opracowania jest prezentacja metody wyznaczenia zlewni miejskich na przykładzie Lublina, określenie podstawowych parametrów topograficznych i hydrologicznych warunkujących formowanie spływu powierzchniowego i odpływu podczas intensywnych opadów deszczu oraz stworzenie i przetestowanie prostego modelu hydrologicznego, pozwalającego na ustalenie objętości odpływu z poszczególnych zlewni przy założonej wysokości opadów atmosferycznych wywołanych letnimi opadami burzowymi. Obliczenie ilości wody opadowej odpływającej z terenu miasta umożliwia także szacowanie ładunków zanieczyszczeń i dróg ich spływu do systemu rzecznego. Do ustalenia objętości wody biorącej udział w odpływie wybrano metodę SCS CN (Soil Conservation Service Curve Number method), opracowaną przez amerykańską Służbę Ochrony Zasobów Naturalnych. Do opisu elementów środowiska warunkujących zjawiska hydrologiczne wykorzystano dane przestrzenne pochodzące z różnych źródeł, które zintegrowano w bazie danych. Do warstwy informacyjnej opisującej użytkowanie terenu dołączona została tablica wartości średnich stężeń zanieczyszczeń. Wyniki uzyskane drogą modelowania potwierdzono na podstawie obserwacji w zlewniach eksperymentalnych. Obliczenia przeprowadzono przy użyciu oprogramowania ArcGIS, wraz z rozszerzeniami Spatial Analyst i Hydrologic Modeling. Wykorzystano także oprogramowanie L-Thia GIS ułatwiające m.in. ustalenie parametrów CN, opadu efektywnego i objętości odpływu.
The aim of this paper is to present the method of determining urban catchment on the example of Lublin, the determination of the basic topographical and hydrological parameters conditioning formation of surface runoff and drainage during heavy rains and to create and test a simple hydrological model, sufficient for determining the volume of outflow from each catchment with assumed amount of precipitation caused by summer rain storms. Calculation of the amount of rain water flowing out from the city allows also to estimate pollutant loads and their run-off routes into the river system. To determine the volume of water involved in the outflow SCS CN method (Soil Conservation Service Curve Number method) was selected. This method is developed by the U.S. Natural Resources Conservation Service. To describe the elements of the environment which determine hydrologic phenomena, spatial data from different sources were used. Spatial data were integrated in one database. To the information layer describing the land use, array of values of average concentrations of pollutants was included. The modeling results were confirmed by observations in experimental catchments. Calculations were performed using ArcGIS software, with Spatial Analyst and Hydrologic Modeling extensions. Also, L-Thia GIS software was used to determine the parameters of CN, effective precipitation and outflow volumes.
Źródło:
Roczniki Geomatyki; 2013, 11, 4(61); 93-101
1731-5522
2449-8963
Pojawia się w:
Roczniki Geomatyki
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Możliwości wykorzystania historycznych danych topograficznych, hydrologicznych i hydraulicznych w procesie modelowania przepływu na przykładzie rzeki Ślęży i Widawy
Possibilities of historical topographical, hydrological and hydraulic data use in flow modelling on example of Ślęza i Widawa rivers
Autorzy:
Czamara, W.
Olearczyk, D.
Stodolak, R.
Pardela, Ł.
Powiązania:
https://bibliotekanauki.pl/articles/372280.pdf
Data publikacji:
2014
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
historyczne modelowanie hydrologiczne
modelowanie hydrauliczne
modelowanie historyczne
jazy forteczne
fortyfikacje nowożytne
Twierdza Wrocław
historical modeling
hydrological modeling
hydraulic modeling
weirs fortress
modern fortifications
Fortress Wrocław
Opis:
W artykule przedstawiono zagadnienia związane z modelowaniem historycznym przepływów, dzięki któremu możliwe jest odtworzenie zasięgu zalewów na rzekach Ślęży i Widawie, na skutek piętrzenia na tzw. wojskowych zaporach wodnych. Problematyka ta dotyczy fortyfikacji lekkiej Wrocławia na przełomie XIX/XX, która związana była z kształtującą się w tym czasie siecią rzeczną Wrocławia.
The paper presents the problems related to historical modeling of dis-charges, through which it is possible to recreate the range of flooding on the Ślęza River and the Widawa River, as a result of damminig on fortress weirs. This issue relates to the Wrocław fortifications at the turn of the nineteenth and twentieth, which was associated with the river network forming at this time in Wrocław.
Źródło:
Zeszyty Naukowe. Inżynieria Środowiska / Uniwersytet Zielonogórski; 2014, 154 (34); 13-21
1895-7323
Pojawia się w:
Zeszyty Naukowe. Inżynieria Środowiska / Uniwersytet Zielonogórski
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Hydrological modeling using the SWAT model based on two types of data from the watershed of Beni Haroun dam, Algeria
Modelowanie hydrologiczne za pomocą modelu SWAT na podstawie dwóch typów danych dotyczących zlewni zbiornika zaporowego Beni Haroun w Algierii
Autorzy:
Kateb, Zakaria
Bouchelkia, Hamid
Benmansour, Abdelhalim
Belarbi, Fadila
Powiązania:
https://bibliotekanauki.pl/articles/293367.pdf
Data publikacji:
2019
Wydawca:
Instytut Technologiczno-Przyrodniczy
Tematy:
Beni Haroun
calibration
SWAT model
water yields
watershed
kalibracja
model SWAT
natężenie przepływu wody
zlewnia
Opis:
The dam of Beni Haroun is the largest in Algeria, and its transfer structures feed seven provinces (wilayas) in the eastern part of Algeria. Due to its importance in the region, it has now become urgent to study its watershed as well as all the parameters that can influence the water and solid intakes that come into the dam. The Soil and Water Assessment Tool (SWAT) model is used to quantify the water yields and identify the vulnerable spots using two scenarios. The first one uses worldwide data (GlobCover and HWSD), and the second one employs remote sensing and digital soil mapping in order to determine the most suitable data to obtain the best results. The SWAT model can be used to reproduce the hydrological cycle within the watershed. Concerning the first scenario, during the calibration period, R2 was found between 0.45 and 0.69, and the Nash–Sutcliffe efficiency (NSE) coefficient was within the interval from 0.63 to 0.80; in the validation period, R2 lied between 0.47 and 0.59, and the NSE coefficient ranged from 0.58 to 0.64. As for the second scenario, during the calibration period, R2 was between 0.60 and 0.66, and the NSE coefficient was between 0.55 and 0.75; however, during the validation period, R2 was in the interval from 0.56 to 0.70, and the NSE coefficient within the range 0.64–0.70. These findings indicate that the data obtained using remote sensing and digital soil mapping provide a better representation of the watershed and give a better hydrological modelling.
Beni Haroun jest największym zbiornikiem zaporowym Algierii zasilającym w wodę siedem prowincji we wschodniej części kraju. Podjęcie badań jego zlewni oraz wszystkich czynników, które wpływają na dostawę wody i zawiesiny do zbiornika, okazało się pilne ze względu na regionalne znaczenie zbiornika. Model SWAT (Soil and Water Assessment Tool) wykorzystano do ilościowego ujęcia natężenia przepływu wody i identyfikacji wrażliwych elementów systemu z użyciem dwóch scenariuszy. W pierwszym wykorzystano dane światowe, w drugim dane z teledetekcji i cyfrowych map glebowych celem ustalenia najbardziej odpowiednich danych do osiągnięcia najlepszych rezultatów. Model SWAT można użyć do odtworzenia cyklu hydrologicznego na obszarze zlewni. Według pierwszego scenariusza podczas kalibracji R2 wynosił od 0,45 do 0,69, a współczynnik efektywności Nasha–Sutcliffa (NSE) mieścił się w przedziale od 0,63 do 0,80. Podczas walidacji R2 zmieniał się od 0,47 do 0,59, a współczynnik NSE od 0,58 do 0,64. Według drugiego scenariusza podczas kalibracji R2 wynosił od 0,60 do 0,66, a współczynnik NSE od 0,55 do 0,75. Podczas walidacji współczynniki mieściły się odpowiednio w granicach od 0,56 do 0,70 i od 0,64 do 0,70. Wyniki wskazują, że dane pozyskane z teledetekcji i cyfrowych map glebowych stanowią lepszą reprezentację zlewni i umożliwiają usprawnienie modelowania hydrologicznego.
Źródło:
Journal of Water and Land Development; 2019, 43; 76-89
1429-7426
2083-4535
Pojawia się w:
Journal of Water and Land Development
Dostawca treści:
Biblioteka Nauki
Artykuł

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