Temat: rainfall - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Rainfall-Induced Landslide Thresholds Development by Considering Different Rainfall Parameters: A Review
Autorzy:: Mansor Maturidi, Abdul Muaz Abu
Kasim, Norhidayu
Abu Taib, Kamaruddin
Wan Azahar, Wan Nur Aifa
Powiązania:: https://bibliotekanauki.pl/articles/2027967.pdf
Data publikacji:: 2021
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: rainfall threshold
landslide
rainfall parameter
empirical
correlation
Opis:: This paper reviews the development of landslide thresholds from the perspective of rainfall and climate patterns. For certain, geology, morphology, lithology, etc., contribute to the initiation of the mass movement. However, the role of rainfall as the triggering mechanism of the landslide is vital as well. It has been proven by many researchers from various studies worldwide that have proposed the rainfall thresholds by utilising different rainfall parameters. The outcome of their studies is interesting, since different regions have diversified patterns of rainfall that produce a variety of threshold models. Therefore, from various published papers on rainfall thresholds, this paper studied the variety of rainfall parameters that have been utilised in establishing the rainfall threshold for landslide prediction. Instead of providing a better understanding regarding the application, this review aimed to cultivate the following study for deriving rigorous parameters for the purpose of sustainable findings.
Źródło:: Journal of Ecological Engineering; 2021, 22, 10; 85-97
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 2.

Tytuł:: Wstępne rezultaty monitoringu warunków opadowych na terenie miasta Bydgoszczy w latach 2013–2014
The preliminary results of monitoring in terms rainwater in 2013–2014 in the city of Bydgoszcz
Autorzy:: Pasela, R.
Bohuszewicz, G.
Milik, J.
Budzińska, K.
Berleć, K.
Stachowski, P.
Powiązania:: https://bibliotekanauki.pl/articles/399758.pdf
Data publikacji:: 2015
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: opad deszczu
natężenie deszczu
deszczomierz
Bydgoszcz
rainfall
rainfall intensity
rain gauge
Opis:: W artykule przedstawiono wstępne wyniki analiz rozkładu wysokości, intensywności i natężenia opadu deszczu na terenie miasta Bydgoszczy, na podstawie pomiarów sieci pluwiometrycznej eksploatowanej przez Miejskie Wodociągi i Kanalizacje w Bydgoszczy. System ten składa się z sześciu deszczomierzy korytkowych typu TPG-036-H24 firmy A-STER, wyposażonych w elektroniczny system zapisu danych z ich transmisją w technologii GPRS do serwera centralnego. Zapis wyników pomiaru wysokości opadów odbywa się w interwałach 2-minutowych z dokładnością do 0,1 mm. Poza tym analizie poddano ekstremalne wysokości i natężania opadów zarejestrowanych w badanym okresie, które zostały zaprezentowane w postaci tabel i wykresów. Pomiary natężenia i wysokości opadu prowadzone przy wykorzystaniu odpowiednio gęstej sieci pluwiometrycznej dają możliwość uzyskania wartościowych rezultatów, niezbędnych w analizie funkcjonowania miejskich systemów kanalizacyjnych.
The paper shows the results of analysis distribution of the amount and rainfall intensity in Bydgoszcz based on network measurements of rain, which is operated by the Municipal Water Supply and sewers in Bydgoszcz. The system consists of six rain-gauges type TPG-036-H24 by A-STER, which are equipped with electronic data recording system with GPRS transmission to a central server. A record of the amount of rainfall measurement results is carried out in 2-minute intervals with an accuracy of 0.1 millimeters. The extreme highs and the intensity of rainfall registered in the audited period was analyzed. The results were presented in a form of tables and graphs. The intensity measurements and the amount of rainfall were used by a dense network of rainwater, which allows you to get valuable results, essential in the analysis of the functioning of municipal sewer system.
Źródło:: Inżynieria Ekologiczna; 2015, 45; 176-182
2081-139X
2392-0629
Pojawia się w:: Inżynieria Ekologiczna
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 3.

Tytuł:: Flow Rate Determination as a Function of Rainfall for the Ungauged Suhareka River
Autorzy:: Kusari, Laura
Osmanaj, Lavdim
Shehu, Hana
Bungu, Samir
Powiązania:: https://bibliotekanauki.pl/articles/2086389.pdf
Data publikacji:: 2022
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: catchment area
regression coefficient
CN parameter
rainfall intensity
flow curve
rainfall
flood
Opis:: For ungauged rivers, when there are no hydrological measurements and there is a lack of data on perennial flow rates, the latter one to be determined based on other hydrological data. The river Suhareka catchment represents a similar case. Since there is no data on Suhareka’s flow rates, the authors of this study aimed for the flow rate determination based on rainfall measurements. From the available data on annual precipitation (monthly sums) provided by the Kosovo Hydrometeorological Institute for the Suhareka hydrometric station, the observed monthly rainfall data for 30 years were analysed. Those gaps were initially filled by connecting the hydrometric station in Suhareka with those of Prishtina, Prizren and Ferizaj, and as a result a fairly good fit was ensured. Moreover, the intensity-duration-frequency curves were formed using the expression of Sokolovsky, as a mathematical model of the dependence I (T, P). For a transformation of rainfall into flow, the American method SCS was used. As a result, the equation for the Suhareka River basin was derived, which enabled the determination of maximum inflows, for different return periods. The results obtained through this paper, indicates that even for ungauged river basins the peak flows can be determined from available rainfall data.
Źródło:: Journal of Ecological Engineering; 2022, 23, 4; 110--121
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 4.

Tytuł:: Influence of Selected Factors on Erodibility in Catchment Scale on the Basis of Field Investigation
Autorzy:: Hejduk, L.
Hejduk, A.
Baryła, A.
Hewelke, E.
Powiązania:: https://bibliotekanauki.pl/articles/124503.pdf
Data publikacji:: 2017
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: erodibility
catchment scale
rainfall simulation
Opis:: Drying of soil surface can affect the soil water repellency and reduce the infiltration, it may have impact on runoff and erosion. The aim of the research was to determine the effect of soil surface drying on its repellency and erosion, and the dependence of these values from the land use on the changing weather conditions background during the year. The research was conducted on Zagożdżonka river catchment, six times during the period of July 2014-September 2015, at five measuring points characterized by different land use. The irrigation of soil was carried out using rainfall simulator made by Eijkelkamp company. The intensity of the rain during the first 3 minutes of precipitation was 6 mm / min, the kinetic energy of rain was 72 J·m^-2. The surface runoff was collected into containers placed in the bottom of the rainfall simulator. Water Drop Penetration Time test was used to determine soil surface wettability. WET-2 probe was used to measure the moisture and soil temperature. Sediment concentration in the effluent was determined by weight method on filters. Variability of soil wettability was observed in different dates of measurements. Increasing repellency was recorded during the dry periods. The highest class of repellency was found in the forest and wild meadow areas. There was no direct correlation between the soil moisture, soil temperature and runoff. Both, sediment concentrations and sediment grain size, varied in the collected samples, depending on measurement time. The highest sediment concentrations were found in runoff from agricultural land use.
Źródło:: Journal of Ecological Engineering; 2017, 18, 1; 256-267
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 5.

Tytuł:: The Effect of Land Management on the Retention Capacity of Agricultural Land in the Conditions of Climate Change – Case Study
Autorzy:: Podhrázská, Jana
Kučera, Josef
Karásek, Petr
Szturc, Jan
Konečná, Jana
Powiązania:: https://bibliotekanauki.pl/articles/1839537.pdf
Data publikacji:: 2021
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: climate change
infiltration capacity
rainfall simulator
Opis:: The water retention capacity of a territory is mainly defined by the land conditions, type of soil cover and manner of land management. The manifestations of the climate change reflect the need for better water capture from precipitation in agricultural catchment areas. The effect of the soil cover on the water retention capacity was studied in two localities with different soil types (chernozem and cambisol). The results have shown significant effects of permanent grass covers on increasing the water retention capacity. The mean retention capacity measured at permanent grass covers was 1.7-fold higher than at arable land. The soil type did not play a significant role. To some extent, the retention capacity is also influenced by the used agro-technology. After stubble-tillage, the water from precipitation was better infiltrated by arable land than by permanent grass cover. However, during a major part of the vegetation period, arable land is at the rest, and the short-term increase of its retention capacity has no impact on the overall outcome.
Źródło:: Journal of Ecological Engineering; 2021, 22, 1; 258-266
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 6.

Tytuł:: Water Needs of the Ash-Leaved Maple (Acer negundo L.) at the Period over Three Years after Reclamation in Different Regions of Poland
Autorzy:: Rolbiecki, Stanisław
Rolbiecki, Roman
Jagosz, Barbara
Kasperska-Wołowicz, Wiesława
Ptach, Wiesław
Stachowski, Piotr
Figas, Anna
Grybauskiene, Vilda
Klimek, Andrzej
Podsiadło, Cezary
Powiązania:: https://bibliotekanauki.pl/articles/124919.pdf
Data publikacji:: 2019
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: irrigation
potential evapotranspiration
rainfall deficiencies
water requirements
Opis:: The ash-leaved maple (Acer negundo L.) has low habitat requirements, which is why this species is often used in the reclamation of industrial areas. The development of the reclamation plantings depends on the optimal water soil conditions that can be controlled by watering treatments. However, the use of irrigation requires determining the water needs of the cultivated species. The objective of the study was to evaluate the water needs of the ash-leaved maple in the reclamation plantings, in the period of over three years after planting. The water needs of the ash-leaved maple were determined using the crop coefficients method. Potential evapotranspiration was calculated using the Blaney-Criddle’s formula that was modified for the Polish conditions by Żakowicz. The water needs of the ash-leaved maple were assessed for five agro-climatic regions of Poland, in the years 1981-2010. The water needs of the ash-leaved maple in the growing period (April-October) were the highest in the C-E (638 mm) and C-N-W (637 mm) regions, and the lowest in the N-E (598 mm) and S-E (601 mm) regions. In July, the highest water needs were noted in the C-N-W region (149 mm) and the lowest in the S-W region (129 mm). In the studied thirty-years period, there was a significant upward trend in the water needs of the ash-leaved maple both during the growing season (except for the C-N-W region) and in July, in all the considered regions.
Źródło:: Journal of Ecological Engineering; 2019, 20, 4; 69-75
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 7.

Tytuł:: Evaluation of Rainfall-Runoff Erosivity Factor for Cameron Highlands, Pahang, Malaysia
Autorzy:: Abdulkadir, T. S.
Mustafa, M. R.
Yusof, K. W.
Hashim, A. M.
Powiązania:: https://bibliotekanauki.pl/articles/123050.pdf
Data publikacji:: 2016
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: rainfall
erosivity factor
soil erosion
USLE/RUSLE
runoff
Opis:: Rainfall-runoff is the active agent of soil erosion which often resulted in land degradation and water quality deterioration. Its aggressiveness to induce erosion is usually termed as rainfall erosivity index or factor (R). R-factor is one of the factors to be parameterized in the evaluation of soil loss using the Universal Soil Loss Equation and its reversed versions (USLE/RUSLE). The computation of accurate R-factor for a particular watershed requires high temporal resolution rainfall (pluviograph) data with less than 30-minutes intensities for at least 20 yrs, which is available only in a few regions of the world. As a result, various simplified models have been proposed by researchers to evaluate R-factor using readily available daily, monthly or annual precipitation data. This study is thus aimed at estimating R-factor and to establish an approximate relationship between R-factor and rainfall for subsequent usage in the estimation of soil loss in Cameron highlands watershed. The results of the analysis showed that the least and peak (critical) R-factors occurred in the months of January and April with 660.82 and 2399.18 MJ mm ha^-1 h^-1year-1 respectively. Also, it was observed that erosivity power starts to increase from the month of January through April before started falling in the month of July. The monthly and annual peaks (critical periods) may be attributed to increased rainfall amount due to climate change which in turn resulted to increased aggressiveness of rains to cause erosion in the study area. The correlation coefficient of 0.985 showed that there was a strong relationship rainfall and R-factor.
Źródło:: Journal of Ecological Engineering; 2016, 17, 3; 1-8
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 8.

Tytuł:: Impact of Landslides Induced by the 2018 Palu Earthquake on Flash Flood in Bangga River Basin, Sulawesi, Indonesia
Autorzy:: Tunas, I. Gede
Tanga, Arody
Oktavia, Siti Rahmi
Powiązania:: https://bibliotekanauki.pl/articles/125089.pdf
Data publikacji:: 2020
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: flash flood
heavy rainfall
landslide
watershed
Palu
earthquake
Opis:: High magnitude flash flood has occurred several times in some areas in Central Sulawesi Province after the 2018 Palu Earthquake, one of them is in the Bangga River, Sigi Regency, Indonesia. It has caused massive impacts such as damaging agricultural and plantation areas and submerging public facilities and infrastructure and even causing fatalities. The flood carries a variety of materials, especially high concentration sediments which are thought to originate from eroded soils due to landslides induced by a 7.5 magnitude earthquake. These materials are eroded and transported by the flow at the upstream watershed due to heavy rainfall. This study intends to investigate the potential of landslides, factors that trigger floods and increased flooding after the earthquake. This research was conducted by investigating the landslides potency based on field surveys and interpretation of the latest satellite imagery, analyzing the characteristics of rainfall as a trigger for flooding, and predicting the flood potency as the primary impact of these two factors. Rainfall-flood transformation was simulated with the HEC-HMS Model, one of the freeware semi-distributed models commonly used in hydrological analysis. The model input is the configuration of river networks generated from the National DEM (DEMNAS), hourly rainfall during floods and other watershed parameters such as land cover, soil types and river slope. The similar simulation was also carried out on the condition of the watershed before the earthquake. Based on the results of the analysis, It can be inferred that flash floods in the Bangga River are mainly caused by heavy rainfall with long duration and landslide areas in the upper watershed triggered by the 2018 Palu Earthquake with an area of approximately 10.8 km². The greatest depth of rainfall as a trigger for flooding is 30.4 mm with a duration of 8 hours. The results of the study also showed that landslides in the upper watershed could increase the peak flood by 33.33% from 118.56 m³/s to 158.08 m³/s for conditions before and after the earthquake.
Źródło:: Journal of Ecological Engineering; 2020, 21, 2; 190-200
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 9.

Tytuł:: Rainfall Threshold for Landslide Warning in Southern Thailand – An Integrated Landslide Susceptibility Map with Rainfall Event – Duration Threshold
Autorzy:: Salee, Rattana
Chinkulkijniwat, Avirut
Yubonchit, Somjai
Bui Van, Duc
Powiązania:: https://bibliotekanauki.pl/articles/2202301.pdf
Data publikacji:: 2022
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: rainfall threshold
landslide susceptibility level
contingency matrix
skill score
Opis:: Southern Thailand is one of hotspots for landslides. So far, the rainfall triggered landslides in this region caused many sufferers and fatalities. On the basis of the rainfall data that triggered ninety-two landslide events during 1988–2018 and the landslide susceptibility maps published by the Department of Mineral Resources (DMR), this study introduced rainfall event-duration (ED) thresholds, namely EDm and EDh thresholds, for the places classified as the modest and the huge susceptibility levels, respectively. The modest susceptibility is a combination of very low, low, and moderate landslide susceptibility levels indicated in DMR maps. The huge susceptibility is a combination of high and very high landslide susceptibility levels indicated in DMR maps. Indicated by an area under the receiver operating characteristic curve (AUC), the EDm and EDh thresholds yielded the significantly better predictability than the original threshold did. Furthermore, the EDm threshold yielded the perfect prediction with AUC of 1.00.
Źródło:: Journal of Ecological Engineering; 2022, 23, 12; 124--133
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 10.

Tytuł:: The Water Needs of Grapevines in the Different Regions of Poland
Autorzy:: Rolbiecki, Stanisław
Jagosz, Barbara
Rolbiecki, Roman
Ptach, Wiesław
Stachowski, Piotr
Kasperska-Wołowicz, Wiesława
Łangowski, Ariel
Sadan, Hicran A.
Klimek, Andrzej
Dobosz, Krzysztof
Powiązania:: https://bibliotekanauki.pl/articles/123482.pdf
Data publikacji:: 2019
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: evapotranspiration
irrigation
rainfall deficit
Vitis vinifera L.
water requirements
Opis:: The aim of this study was to estimate the water needs of grapevines (Vitis vinifera L.) in the different regions of Poland. The requirements of grapevines water, considered as the crop evapotranspiration, were determined using the plant coefficient method. The grapevine plants crop evapotranspiration was measured using the reference evapotranspiration and plant coefficients. The plant coefficients were adapted to the reference evapotranspiration that was calculated using the Blaney‑Criddle’s formula, modified for Polish conditions by Żakowicz. The water needs of grapevines were determined for five agro‑climatic regions of Poland with the representative meteorological stations. The calculations of grapevines water requirements were carried out for the thirty‑year period determined from 1981 to 2010. The study was based on the six‑month growing season established from May 1 to October 31. Four months, including May, June, July and August, were considered as the irrigation period. The highest grapevines water requirements (440 mm) during the growing season, were observed in the north‑west and central‑east region of Poland. In turn, the lowest water requirements were revealed in the south‑east (414 mm) and north‑east (415 mm) region of the country. During the irrigation period, the highest grapevines water needs occurred in the central‑north‑west (355 mm) and central‑east (353 mm) region of Poland, while the lowest (329 mm) – in the south‑east region of the country. The upward time trend of the grapevines water requirements was observed both in the growing season and in the irrigation period. With the exception of the central‑north‑west region, this time trend was significant throughout Poland. The highest increase in the water needs of grapevines during the growing season (by 6.9 mm in each subsequent ten‑year period) occurred in the central‑east and south‑east region of Poland. In the irrigation period, the highest rise of grapevines water requirements was noted in the south‑west (7.4 mm decade ^‑1) and south‑east (7.6 mm decade ^‑1) region of the country. The highest rainfall deficit was observed in the central‑north‑west region of Poland; 125 mm during the growing season, and 117 mm in the irrigation period.
Źródło:: Journal of Ecological Engineering; 2019, 20, 7; 222-232
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 11.

Tytuł:: Wpływ przyjętych rozkładów czasowych zmienności deszczu na wyniki modelowania opad-odpływ
The influence of rain temopration on the results of rainfall-runoff model
Autorzy:: Stodolak, R.
Baran, J.
Knap, E.
Powiązania:: https://bibliotekanauki.pl/articles/400275.pdf
Data publikacji:: 2018
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: modelowanie
opad-odpływ
HEC-HMS
Bystrzyca
modeling
rainfall-runoff
Opis:: Praca dotyczy doboru rozkładu czasowego opadu wykorzystanego do procesu modelowania typu opad-odpływ. Jako obszar badawczy wykorzystano zlewnię Bystrzycy, będącej lewostronnym dopływem Nysy Kłodzkiej. Dla realizacji założeń konieczne było stworzenie kilku wariantów możliwego rozkładu czasowego deszczu, w tym jednego wykorzystującego szeroko stosowaną metodę opartą na zaleceniach Niemieckiego Związku Gospodarki Wodnej i Melioracji DVWK. Do weryfikacji i kalibracji wyników modelowania wykorzystano dane opadowe oraz pomierzone wartości przepływów pozyskane z zasobów IMGW-PIB. Dane związane z zagospodarowaniem terenu oraz rozkładem gleb na terenie zlewni, które zostały wykorzystane w procesie modelowania, wymagały analizy przy użyciu narzędzi pozwalających na przetwarzanie informacji przestrzennej w środowisku GIS. Proces modelowania został przeprowadzony w programie HEC-HMS 4.2 za pomocą zaimplementowanego w nim modelu NRCS-UH (dawniej SCS-CN) opracowanego przez Amerykańską Służbę Ochrony Gleb (Soil Conservation Service SCS). Celem modelowania było sprawdzenie, który z przyjętych rozkładów czasowej zmienności opadu wygeneruję falę hipotetyczną najbardziej zbliżoną do fali rzeczywistej z 13.06.2015 roku. Jako niezależne miary dopasowania hydrogramu symulowanego względem obserwowanego wykorzystano statystyki w postaci: współczynnika efektywności modelu Nash-Sutcliffe (NS), średniego błędu bezwzględny MAE oraz pierwiastka błędu średniokwadratowego RMSE. Na podstawie kalibracji modelu przeprowadzonego na podstawie wezbrania z 2015 roku wskazano na wariant z rozkładem czasowym opadu, w którym kulminacja przypada na 12 godzinę opadu.
The paper concerns the selection of precipitation time distribution used in the process of development rainfall-runoff model. The Bystrzyca catchment area, which is a left-bank tributary of the Nysa Kłodzka River, was used as a research area. In order to achieve the assumptions, it was necessary to create several variants of possible rainfall time distribution, including one using a widely used method based on the recommendations of the German Association for Water Management and Land Melioration DVWK. To verify and calibrate the modeling results, rainfall data and measured values of flow obtained from the Institute of Meteorology and Water Management – National Research Institute resources were used. Data related to land use and soil arrangement in the catchment area, which were used in the modelling process, required analysis with the use of tools enabling the processing of spatial information in the GIS environment. The modelling process was carried out in HEC-HMS 4. 2 using the NRCS-UH model (formerly SCS-CN) implemented by the American Soil Conservation Service (SCS). The aim of the modeling process was to check which of the assumed distributions of time variation of precipitation will generate the hypothetical wave closest to the actual wave of 13. 06. 2015. Independent measures of the simulated hydrogramme’s adjustment to the observed one, included statistics in the form of: Nash-Sutcliffe (NS) coefficient of performance, mean absolute error of the MAE, and the root mean square error of the RMSE model. On the basis of the calibration of the model carried out on the basis of the increase of the rainfall in 2015, a variant with the precipitation time distribution was indicated, in which the culmination falls on the 12th hour of precipitation.
Źródło:: Inżynieria Ekologiczna; 2018, 19, 6; 87-93
2081-139X
2392-0629
Pojawia się w:: Inżynieria Ekologiczna
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 12.

Tytuł:: A Comparative Evaluation of the Use of Artificial Neural Networks for Modeling the Rainfall-Runoff Relationship in Water Resources Management
Autorzy:: Turhan, Evren
Powiązania:: https://bibliotekanauki.pl/articles/1838400.pdf
Data publikacji:: 2021
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: rainfall-runoff model
artificial neural networks
MLR
Nergizlik Dam
Opis:: Recently, Artificial Neural Network (ANN) methods, which have been successfully applied in many fields, have been considered for a large number of reliable streamflow estimation and modeling studies for the design and project planning of hydraulic structures. The present study aimed to model the rainfall-runoff relationship using different ANN methods. The Nergizlik Dam, located in the Seyhan sub-basin and one of the important basins in Turkey, was chosen as the study area. Analyses were carried out based on streamflow estimation with the help of observed precipitation and runoff data at certain time intervals. Feed Forward Backpropagation Neural Network (FFBPNN) and Generalized Regression Neural Network (GRNN) methods were adopted, and obtained results were compared with Multiple Linear Regression (MLR) method, which is accepted as the traditional method. Also, the models were performed using three different transfer functions to create optimum ANN modeling. As a result of the study, it was seen that ANN methods showed statistically good results in rainfall-runoff modeling, and the developed models can be successfully applied in the estimation of average monthly flows.
Źródło:: Journal of Ecological Engineering; 2021, 22, 5; 166-178
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 13.

Tytuł:: The impact of the soil additives application on the rainwater surface runoff
Autorzy:: Drgoňová, K.
Novotná, B.
Antal, J.
Powiązania:: https://bibliotekanauki.pl/articles/124444.pdf
Data publikacji:: 2016
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: water erosion
surface runoff
soil additives
rainfall simulator
rainwater modelling
Opis:: The main aim of this work was the application of the soil additives into soil and the study of their impact on the amount of surface runoff originating from rainwater. Execution of research was carried out on the modified portion of the land at Department of Biometeorology and Hydrology, SUA Slovakia. Land was divided into four experimental plots. Individual treatments consisted of application of perlite, charcoal and water glass into the top layer of the experimental plots. The fourth experimental field was kept as a black fallow (control). To perform the measurements, rainfall simulator was used in six measurement series. We can conclude that the application of perlite is not an adequate treatment for erosion control practices, since its application increased the surface runoff. Increased application dose of additives resulted in the positive effects of the water glass application. Surface runoff for this treatment decreased in average by about 41% in comparison to control. This positive effect was observed only after the second application of the soil additives.
Źródło:: Journal of Ecological Engineering; 2016, 17, 5; 22-26
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 14.

Tytuł:: Climate Change and its Effect on the Energy Production from Renewable Sources – A Case Study in Mediterranean Region
Autorzy:: Gjika, Eralda
Basha, Lule
Sokoli, Arnisa
Powiązania:: https://bibliotekanauki.pl/articles/2202305.pdf
Data publikacji:: 2022
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: energy production
temperature
rainfall
CO2 emission
machine learning model
Opis:: In terms of climate forecasting, the Mediterranean region is among the most difficult. It is correlated with the five significant subtropical high pressure belts of the oceans and is symbolized by dry and hot summer and cold and rainy winter. Due to its location in the area, Albania is particularly susceptible to climatic changes. It has been noted that summertime sees the greatest temperature increases. More intense heat waves that stay longer and occur more frequently are anticipated in the eastern Mediterranean. The seasonal patterns of precipitation have not changed, but the amount of rain has become more intense. The effects of climate change have drawn attention to various renewable energy sources, including solar and wind power. In this study, the changes and prospective in average temperature, rainfall, humidity, CO2 emission and their impact in energy production were investigated. Several different models such as Auto Regressive Integrated Moving Average method; Prophet algorithm; Elastic-Net Regularized Generalized Linear Model; Random Forest Regression models; Prophet Boost algorithm; have been built for the study and prediction of each variable. The appropriate models are used to determine the anticipated values of the indicators for a period of four years. The prediction shows an increase in CO2 emission which leads to a decrease in energy production by hydropower. These findings suggest the use of other renewable sources for energy production in the country and the Mediterranean region.
Źródło:: Journal of Ecological Engineering; 2022, 23, 12; 285--298
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 15.

Tytuł:: Wpływ urbanizacji w strefie podmiejskiej na stosunki wodne w zlewniach małych cieków
Impact of urbanization of suburban area on water relation in the small catchments
Autorzy:: Kanclerz, J.
Murat-Błażejewska, S.
Dragon, K.
Birk, S.
Powiązania:: https://bibliotekanauki.pl/articles/400253.pdf
Data publikacji:: 2016
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: zlewnia
formy użytkowania
urbanizacja
model opad-odpływ
catchment
land use
urbanization
rainfall-runoff model
Opis:: W pracy przedstawiono wyniki analizy wpływu urbanizacji stref podmiejskich miasta Poznania w latach 1936–2011 na stosunki wodne zlewni cieku Dopływ spod Lusówka i cieku Przeźmierki. Zlewnie te położone są na terenie gmin, gdzie w ostatnich latach obserwuje się gwałtowny rozwój terenów zurbanizowanych. Przeprowadzona analiza zmian form użytkowania zlewni, wykazała prawie pięciokrotny wzrost terenów zurbanizowanych w zlewni cieku Dopływ spod Lusówka i dziewięciokrotny w zlewni cieku Przeźmierka. Na wskutek uszczelnienia terenów zlewni wzrosła wielkość opadów efektywnych, konsekwencją czego był szybki odpływ wód opadowych i prawie dwukrotny wzrost przepływów w ciekach.
This paper presents results of analysis focused on impact of urbanization of Poznań suburban area on water rela¬tion for Doływ spod Lusówka and Przeźmierki catchments during 1936–2011. Both catchments are located in municipalities which recently showing sharp growth in urban area. Analysis of changes in land use for studied catchments showed almost 5-fold increase in urban area for Dopływ spod Lusówka and 10-fold for Przeźmierka. As a consequence of land sealing increase in amounts of effective precipitation was observed that led to fast runoff of rain waters and almost double flow in watercourses.
Źródło:: Inżynieria Ekologiczna; 2016, 46; 94-99
2081-139X
2392-0629
Pojawia się w:: Inżynieria Ekologiczna
Dostawca treści:: Biblioteka Nauki

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