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1

Assessment of Large River Basin Approaching GIS and Computation of Simulation Techniques Using Latest Software

Patil Gauri, Kherde Rajesh

Ecological Engineering & Environmental Technology

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2024

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Vol. 25, iss. 1

360--368

EN

Advancements in computer techniques with a geographic information system (GIS) interface have greatly contributed to simulating river basins with a reasonable level of accuracy. It becomes possible to analyze and model various aspects of a river basin, such as water flow, land use, and hydrological processes. Water is essential for sustaining life. Previous studies revealed that effective watershed management requires an understanding of the impact of rainfall in the catchment area, but due to poorly gauged river basin, it becomes difficult to predict the hydrological response. In this context, hydrologic engineering centre – hydrologic modeling system (HEC-HMS) model is used to simulate surface runoff in different watersheds. The study simulated the Wainganga river basin, geographically located between longitude 78°0’–80°45’ E and latitudes 19°41’–22°50’ N. The model utilizes eighteen year data for rainfall extracted from Indian Meteorological Department with 0.25×0.25 grid. Similarly, evapotranspiration and observed discharge were extracted from India water resource information system. Shuttle radar topography mission dataset with digital elevation model of 30×30 m spatial resolution, extracted from United States of Geological Survey was an input to HEC-HMS 4.10. Different approaches with changing parameters were implemented for suitable simulation. SCS curve number method with Muskingum routing was implemented for study. The purpose of study was to compare the calculated and observed discharge as well as test model performance. Nash efficiency coefficients (NSE) were used for testing performance. The results show a satisfactory performance with NSE above 0.7 for basin. The description outlines, model can be used for assessing the behavior of large river basin.

2

Hydrodynamic and Erosive Behavior of Vertisols in the Wadi Sra Catchment (Central Rif, Morocco) – Analysis of the Rainfall Simulation Results

El-Ommal Mouhssine, Tribak Abdellatif

Journal of Ecological Engineering

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2023

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Vol. 24, nr 5

66--77

EN

The objective of this work was to analyze the hydrodynamic and erosive behavior of soils in the wadi Sra catchment (Central Rif, Morocco) using a mini ramp rain simulator on micro-plots of 1 m2. The plots were selected on vertisols with a slope (between 17 and 33%), considering four types of land use: cannabis cultivation, cereal cultivation, fallow land and abandoned land, with the aim of comparing and determining the effects of the land use types on infiltrability and sediment production. The simulation tests were carried out during each season, due to the variability of cultivation practices, surface conditions and prior soil moisture from one season to another. Before each simulation, the surface condition of the concerned plots was checked; it is a question of raising the rate of closed or open surfaces and covered or bare surfaces according to the quadrat points method. Laboratory tests allowed identifying the physico-chemical properties of the soil, the initial humidity, the bulk density and the porosity. The results obtained show that the final infiltration is characterized by a significant variation, between (8.32 mm/h and 70.40 mm/h). Low values concern abandoned and fallow land and very high values are recorded on plowed land (cannabis and cereal cultivation). In addition, solid transport recorded significant spatio-temporal variations, between (5.15 and 157 g/l); the maximum average values are recorded in the cannabis cultivation plots, followed by abandoned land, then fallow land and cereal cultivation land.

3

Modelling Runoff and Sedimentation Yield Using Soil and Water Assessment Tool for Wyra River Basin

Pindi Shyamsunder, Jayakumar K. V.

Ecological Engineering & Environmental Technology

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2023

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Vol. 24, iss. 5

84--93

EN

Sediment deposition is a natural process that occurs in all reservoirs, resulting in significant storage loss, which has an adverse effect on the economic development of the local area. It is necessary to take appropriate action to control the sedimentation and prevent loss of the storage capacity of the reservoir. In the present study, runoff and sediment data collected at the Konijerla hydrometric station of Wyra reservoir for the period of 1991 to 2019 are used. Data from 2011 to 2016 is used to calibrate and the data from 2017 to 2019 is used to validate the SWAT model. The Wyra watershed consists of 26 sub-basins and 47 HRUs (Hydrological Response Units). Out of these sub-basins, one of the sub-basins is contributing 18.8% of sedimentation. It was also observed that two other sub-basins, though less in area, generate high sediments. Seasonal sediment analysis showed that sedimentation increased by 12% in the month of August for wet years. Overall sedimentation increased in wet years by 10.60% and in dry years, it decreased by 18.78%. The SWAT model was satisfactory in the calibration and validation periods for various parameters used. Hence, this model can be used for sedimentation study, as well as a planning tool in the reservoir capacity management.

4

Ocena toksyczności wymywanego miejskiego pyłu drogowego z wykorzystaniem testu Microtox – badanie porównawcze dla Dolnego i Górnego Śąska

Wróbel Magdalena, Rybak Justyna, Rogula-Kozłowska Wioletta, Dwojak Filip

Zeszyty Naukowe SGSP / Szkoła Główna Służby Pożarniczej

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2022

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Nr 81

63--76

PL

W celu przeprowadzenia badań zebrano miejski pył drogowy w siedemnastu punktach badawczych w sezonie wiosennym na terenie Dolnego i Górnego Śląska w Polsce. Są to regiony znane z podwyższonego poziomu zanieczyszczeń. Celem badań było określenie stężeń metali ciężkich w ekstraktach wodnych w obu regionach, co ma bezpośrednie przełożenie na zawartość tych metali w wodach powierzchniowych zasilanych spływami pochodzącymi z deszczu, oraz ocena toksyczności wymywanego pyłu miejskiego w odniesieniu do bakterii A. fischeri, co pozwoliło na ocenę wpływu spływów z obszarów miejskich na organizmy żywe. W wyniku badań stwierdzono, że ekstrakty wodne badanych próbek miejskiego pyłu drogowego wykazywały zróżnicowane stężenia metali ciężkich na badanych stanowiskach w obu regionach – na Dolnym i Górnym Śląsku, wskazując na istniejące zanieczyszczenie obu badanych obszarów oraz na ryzyko zanieczyszczenia wód wskutek spływu wód opadowych. Powodem tego zanieczyszczenia jest wzmożony transport miejski, przemysł oraz obecne odpady poprzemysłowe, a także sposób ogrzewania domów (niska emisja pochodząca ze spalania odpadów oraz węgla i drewna). Przeprowadzone badania toksykologiczne w odniesieniu do bakterii A. fischeri wskazują jednoznacznie na toksyczność ekstraktu wodnego pyłu miejskiego pobranego ze stanowisk K1 (Bytom), K2, K3 (tereny poprzemysłowe, Piekary Śląskie) na Górnym Śląsku oraz W1 (Wrocław, ul. Obornicka), W5 (Bielany Wrocławskie) i W6 (Wrocław, Most Grunwaldzki) na Dolnym Śląsku. Punkty K1, K2, K3 odznaczały się także podwyższonymi stężeniami większości badanych metali (Mn, Ni, Zn, As). W przypadku Dolnego Śląska punkty W1, W5 i W6 stężenia te nie były najwyższe w regionie, co sugeruje, że na toksyczność tych próbek mogą wpływać także inne związki obecne w pyle (np. WWA, dioksyny), których nie identyfikowano w tych badaniach. Jednakże, bazując na badaniach toksyczności oraz oznaczonych stężeniach metali, można jednoznacznie stwierdzić, że oba regiony są zanieczyszczone i istnieje wysokie ryzyko wpływu tych zanieczyszczeń na biocenozę wodną, a pewnie też na cały ekosystem.

EN

In the presented study, urban road dust was collected at seventeen research points in the spring season in Lower and Upper Silesia in Poland. These regions are known for their elevated levels of pollution. The aim of the study was to determine the concentration of heavy metals in water extracts in both regions, which has a direct impact on the content of these metals in surface waters derived from rainwater runoff, and to assess the toxicity of urban dust on the basis the toxicity test with bacteria A. fischeri to allow making an evaluation of the impact of runoff for living organisms. It was found that the water extracts of the tested samples of urban road dust had different concentrations of heavy metals at the studied sites in both regions, in Lower and Upper Silesia, indicating the existing pollution of both areas and the risk of water pollution due to rainwater runoff. The reason of this pollution is increased urban transport, industry and the presence of post-industrial waste and house heating systems (low emissions from burning waste, coal and wood). The toxicological studies on bacteria A. fischeri indicate the toxicity of the water extracts of urban dust samples collected from K1 (Bytom), K2, K3 (post-industrial areas, Piekary Śląskie) sites in Upper Silesia and W1 (Wrocław, ul. Obornicka), W5 (Bielany Wrocławskie) and W6 (Wrocław, Most Grunwaldzki) sites in Lower Silesia. Sites K1, K2, K3 were also characterized by increased concentrations of metals (Mn, Ni, Zn, As). In the case of Lower Silesia, sites W1, W5 and W6 were not characterised by the highest concentrations of metals in the region, which suggests that the toxicity of these samples may also be affected by other compounds present in the dust (e.g. PAHs, dioxins) that had not been identified in these studies. However, based on the toxicity studies and the concentrations of metals, both regions are polluted and therefore the high risk of the impact of these pollutants on the aquatic biocenosis and probably on the entire ecosystem does exist.

5

Application of Soil Conservation Service Curve Number Method for Runo Estimation in Sebou Watershed, Morocco

Jabri Btissam, Hessane Mohammed Abdelbaset, Morabbi Ali, Msatef Karim

Ecological Engineering & Environmental Technology

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2022

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Vol. 23, iss. 6

70--81

EN

In Morocco, although it is often classified as a country with a semi-arid climate, floods are very frequent. Like other basins in the kingdom, the Sebou basin with a total area of 40 000 km² has experienced more catastrophic flooding in the past and these floods have caused enormous economic and even human losses. The objective of this study is to apply different methods to calculate a Curve Number values to estimate the potential runoff for this basin. The techniques used are boils down to the different steps. Firstly, the approach was to extract automatically the sub-basins and drainage network, using Geographical Information Systems (GIS) and Digital Elevation Model (DEM) to determine all the physical characteristics of the basin. Then, preparing the land use map using remote sensing and the soil map for determining hydrologic soil Group. Thirdly, the combination of elaborated data for development of a map of Curve Number (CN) and finally, the interpolation of precipitation data recorded at rainfall stations at 30 minutes time steps to the Hydrologic Modeling System (HEC-HMS) model. The results obtained in the above steps are used for the purpose to get a spatial hydrological model and subsequently its calibration.

6

Co-occurrence probability of water balance elements in a mountain catchment on the example of the upper Nysa Kłodzka River

Perz Adam, Sobkowiak Leszek, Wrzesiński Dariusz

Acta Geophysica

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2022

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Vol. 70, no 3

1301--1315

EN

Conditions of the formation of key elements of the water balance, such as precipitation and runoff, and relations between them in the mountain catchment area are very complicated, conditioned both by the climatic factor and the physiographic characteristics of the catchment area. The aim of the study is to determine relations between precipitation and runoff in the Kłodzka Valley (KV) located in mountain areas of south-western Poland. Analyzes were based on precipitation in KV and discharges of the Nysa Kłodzka River and its tributaries, recorded in hydrological years 1974–2013. The bivariate Archimedean copulas were used to describe the degree of synchronicity between these variables. The study area shows a considerable variability in the conditions of transformation of precipitation into runoff. It is conditioned both by the pluvial regime and the physical-geographical characteristics of the catchment area. As a result, sub-catchments with diversified hydrological activity and their role in the formation of water resources of the entire KV were identified. Among them, the Biała Lądecka River sub-catchment was found to be the most hydrologically active, and the sub-catchment of Bystrzyca Dusznicka River the most inert, despite e.g. quite similar synchronicity of precipitation compared to the average precipitation in KV. At the same time, the KV rivers are characterized by different types of runoff regime and characteristic of the water balance structure. The methodology presented can be useful in determining dependencies between selected elements of the water balance and evaluation of water resources availability in source areas of mountain rivers.

7

Hydrological responses to large-scale changes in land cover of river watershed: Review

Muhammed Hadi H., Mustafa Andam M., Kolerski Tomasz

Journal of Water and Land Development

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2021

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no. 50

108--121

EN

Despite many studies on the hydrological responses to forest cover changes in micro and mesoscale watersheds, the hydrological responses to forest cover alterations and associated mechanisms through the large spatial scale of the river watershed have not been comprehensively perceived. This paper thus reviews a wide range of available scientific evidence concerning the impacts exerted by the forest removal on precipitation, water yield, stream flow, and flow regimes. It is concluded that there is no statistical correlation between forest cover and precipitation and water yield at the micro and mesoscale. In contrast, there is a relative correlation coefficient (r = 0.77, p < 0.05) between forest cover and water yield at large scales (>1000 km2). These findings help our understanding of the hydrological response to forest disturbance at large and regional scale and provide a scientific perception to future watershed management in the context of human activities and natural hazards.

8

Dynamics of Changes in the Concentration of Oil Products in the Tura River within the Residential Area of the Large Oil Capital of Russia

Kryakhtunov Alexander V.

Journal of Ecological Engineering

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2021

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Vol. 22, nr 11

223--229

EN

In the course of the study, the following tasks were solved: determining the level of oil products and their spatial distribution in surface waters and bottom sediments of the Tura River, studying the features of the accumulation of oil products in bottom sediments in different sections of the Tura River, as well as the effect of storm and melt water contaminated with oil products within the coastal boundaries on the general background of pollution, calculated by the approximation method the distance at which the maximum permissible concentration for the Tura River would be reached, gave recommendations on the preservation of the object under study. The research was carried out in the laboratory of the Tyumen Industrial University. The analysis of samples for the content of oil products was carried out by the fluorometric method on a fluid analyzer “Fluorat-02–2M”. The results of the study indicate the need to monitor surface waters and toughly respond to insufficient compliance with the standards for the protection of surface waters and bottom sediments within the city of Tyumen.

9

Simulating the influence of doubled CO2 on the water budget over West Africa using RegCM4.7

Adeniyi Mojisola Oluwayemisi

Meteorology Hydrology and Water Management. Research and Operational Applications

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2020

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Vol. 8, Iss. 2

12--19

EN

This paper simulates the responses of water budget components to doubled CO2 (2 × 378 ppm) concentration in the atmosphere with atmospheric and oceanic surface warming of 2°C. Simulations employed version 4.7 of the Regional Climate Model of the International Centre for Theoretical Physics (ICTP). Two six-year experiments were each repeated twice with the same model physics and parameterizations. The control experiment held the CO2 concentration at 378 ppm (no warming), while the other experiment specified doubled CO2 concentration and warming. The results showed a positive response (60-100% increase) to doubled CO2 for precipitation, runoff, and storage terms in Sierra Leone, Burkina Faso, Guinea Bissau, and the ocean area between 3 and 13°N. However, there was a negative response (up to 60%) for northern Senegal, southern Mali, and northern Nigeria. The reductions in water fluxes were observed mostly on the leeward side of the highlands. Evapotranspiration showed a negative response (1-20%) to doubled CO2 on the land north of 20°N. Burkina Faso and southern Mali responded oppositely to doubled CO2, despite their spatial proximity.

10

Wybrane zagadnienia odwodnienia dróg i ulic

Majer Stanisław

Magazyn Autostrady

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2020

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Nr 1

44--51

PL

W artykule opisano kwestie problemów technicznych związanych z odwodnieniem powierzchniowym, z uwzględnieniem wielkości spływu. Autor przedstawia również aspekty, od których jest uzależniona sprawność systemu odwodnienia.

EN

The article addresses some of technical problems related to surface drainage, especially taking into account the convenient size of runoff. The efficiency of a drainage system depends on the type of drained surface as well as the impact of water not directed to the system on road traffic safety.

11

Inundation controlling practice in urban area: Case study in residential area of Malang, Indonesia

Harisuseno Donny, Bisri Mohammad, Haji Tunggul S.

Journal of Water and Land Development

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2020

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no. 46

112--120

EN

Flood inundation processes in urban areas are primarily affected by artificial factors such as drainage facilities, local alterations of topography and land uses. The objective of this study is to examine the capability of hydrological model SI-MODAS to estimate runoff and investigating the utilization of storage well in controlling runoff in a residential area. The result of the estimated runoff from the hydrological model was compared with the existing capacity of the drainage channel to identify which channel experienced the problem of inundation. The location of inundation was used to determine the location and number of storage well. The results showed that SIMODAS model could be applied in runoff analyses with 8.09% of relative error compared with runoff depth from field measurement. The existing capacity of the channel could not accommodate runoff Q10yr where the inundation discharge was approximately 0.24 m3·s–1 (at outlet point 1) and 0.12 m3·s–1 (at outlet point 2). The inundation problem was overcome by using a combination system between channel normalization (reduce 35% of total inundation discharge) and storage well system (reduce 65% of total inundation discharge). The storage well was designed at 20 locations (at outlet point 1) and 16 locations (at outlet point 2) which each well had a discharge of 0.0058 m3·s–1. The storage well combined with channel normalization could be used as an alternative way to solve inundation problems in a residential area considering the constraint of land space limitation in the urban area.

12

Understanding the hydrometeorological characteristics and relationships in the semiarid region of Maharashtra (western India): implications for water management

Todmal Rahul S.

Acta Geophysica

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2020

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Vol. 68, no. 1

189--206

EN

In spite of enormous investment for water harvesting in Maharashtra, the issue of water defciency persist. Therefore, with the proper understanding of recent (1975–2014) hydrometeorological characteristics in the semiarid region of Maharashtra, the study endeavored to suggest management strategies to optimize the water resources. To understand the inherent characteristics of rainfall, runof, dam storages and groundwater, statistical techniques including descriptive statistics, correlation, regression and Student’s t test were applied. The monsoon rainfall has notable control over the water resources. As the study region characterized by signifcantly low water availability with high variability which is accountable for higher frequency and intensity of drought, it should be prioritized while formulating a judicial plan for water management. The major rivers of Maharashtra follow the unimodal pattern of rainfall. Whereas the study area displays a peculiar character of the bimodal and unimodal regimes of rainfall and runof, respectively, this highlights the role of hydrological losses. However, it also indicates that there is a wide scope to harvest surface water, particularly during the months of September and October. Interestingly, the inter-annual variability in the extreme rainfall and runof events over the study basins is observed to be higher in India. Most of the water (>50%) received during fashy rainfall events drains out through fashy discharges. The impoundment of this water and modifed irrigation schedule by considering the recent hydrological characteristics may diminish the variability and defciency of surface and subsurface water. Furthermore, for the precise forecast of water availability in the study area, ENSO condition needs to incorporate, as it has a signifcant connection with rainfall and runof.

13

Long-term seasonal characterization and evolution of extreme drought and flooding variability in northwest Algeria

Sofiane Kouidri, Abdesselam Megnounif, Nekkache Ghenim Abderrahmane

Meteorology Hydrology and Water Management. Research and Operational Applications

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2019

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Vol. 7, Iss. 2

63--71

EN

A three decade-long study on the variability of drought in relation to the contribution of rainfall was conducted at the Wadi Mekerra watershed, located in northwest Algeria, covering the period from 1973 to 2005. The runoff and rainfall data were analyzed using the Mann-Kendall test, the double mass curve method and the SPI index. A rupture of the studied series appeared during the 1980s. The rainfall and runoff trends and contributions were in general, sharply reduced. The region experienced extreme drought between 1981 and1989, and between 1993 and 2001, rainfall contributions were greater than 60%. This increase, which was recorded in August, September and October for all the parameters studied, shows the importance of the superficial runoff component when combined with decreased infiltration. These climatic conditions reduce the natural recharging of groundwater, and cause an increased susceptibility to soil erosion, reduced agricultural production and an increased risk of floods.

14

Time of concentration based infiltration under different soil density, water content, and slope during a steady rainfall

Harisuseno Donny, Khaeruddin Dian Noorvy, Haribowo Riyanto

Journal of Water and Land Development

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2019

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no. 41

61--68

EN

Time of concentration, Tc, is defined as time elapsed from the beginning of rainfall infiltrated into soil layer until it reaches a constant infiltration rate (fc) which is indicated an equilibrium subsurface flow rate. In hydrological view, time of concentration plays a significant role in elaboration of transformation of rainfall into runoff in a watershed. The aims of this research are to define influence of soil density and soil water content in determining time of concentration using infiltration concept based on water balance theory, and to find out the effect of land slope this time. Watershed laboratory experiment using rainfall simulator was employed to examine time of concentration associated with infiltration process under different slope, soil density and soil water content based on water balance concept. The steady rainfall intensity was simulated using sprinklers which produced 2 dm3∙min–1. Rainfall, runoff and infiltration analysis were carried out at laboratory experiment on soil media with varied of soil density (d) and soil water content (w), where variation of land slopes (s) were designed in three land slopes 2, 3 and 4%. The results show that relationship between soil density and land slope to time of concentration showed a quadratic positive relationship where the higher the soil density address to the longer time of concentration. Moreover, time of concentration had an inverse relationship with soil water content and land slope that means time of concentration decreased when the soil water content increased.

PL

Czas koncentracji Tc definiuje się jako czas, który upływa od początku opadu infiltrującego glebę do osiągnięcia stałej prędkości infiltracji (fc), co oznacza zrównoważone tempo przepływu podpowierzchniowego. W hydrologii czas koncentracji odgrywa znaczącą rolę w ocenie transformacji opadu w odpływ w zlewni. Celem badań było określenie wpływu gęstości gleby i zawartości wody w glebie na czas koncentracji z wykorzystaniem koncepcji infiltracji bazującej na teorii bilansu wodnego oraz określenie wpływu nachylenia terenu na ten czas. Przeprowadzono laboratoryjny eksperyment z użyciem symulatora opadu w celu zbadania czasu koncentracji związanego z procesem infiltracji w warunkach różnego nachylenia gruntu, gęstości gleby i zawartości wody w glebie w oparciu o koncepcję bilansu wodnego. Stałą intensywność opadu symulowano używając zraszaczy o wydajności 2 dm3∙min–1. Analizę opadu, odpływu i infiltracji prowadzono w eksperymencie laboratoryjnym na glebach o różnej gęstości (d) i zawartości wody (w) w warunkach nachylenia gruntu (s) równego 2, 3 i 4%. Wyniki wskazują, że zależność między gęstością gleby i nachyleniem a czasem koncentracji wyraża się dodatnim równaniem kwadratowym, gdzie większej gęstości gleby odpowiada dłuższy czas koncentracji. Ponadto czas koncentracji wykazywał odwrotną zależność od zawartości wody w glebie i od nachylenia, co oznacza, że czas koncentracji maleje wraz ze zwiększeniem zawartości wody w glebie.

15

Role of drainage layer on green roofs in limiting the runoff of rainwater from urbanized areas

Baryła Anna M.

Journal of Water and Land Development

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2019

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no. 41

12--18

EN

Green roofs play a significant role in sustainable drainage systems. They form absorbent surfaces for rainwater, which they retain with the aid of profile and plants. Such roofs therefore take an active part in improving the climatic conditions of a city and, more broadly, the water balance of urbanized areas. One of the factors influencing the hydrological efficiency of green roofs is the drainage layer. In the article, column studies were carried out under field conditions involving the comparison of the retention abilities of two aggregates serving as the drainage layer of green roofs, i.e. Leca® and quartzite grit. The average retention of the substrate was 48%; for a 5 cm drainage layer of Leca® retention was 57%, for a 10 cm layer of Leca average retention was 61%. For a 5 cm layer of quartzite grit average retention was 50%, for 10 cm layer of quartzite grit 53%. The highest retention was obtained for the column with the substrate and 10-centimeter layer of Leca®. At the same time, it was shown that Leca® is a better retention material than quartzite grit. The initial state of substrate moisture content from a green roof appears to be a significant factor in reducing rainfall runoff from a green roof; the obtained values of initial moisture content made for a higher correlation than the antecedent dry weather period.

PL

Istotną rolę w zrównoważonych systemach drenażu odgrywają zielone dachy. Są powierzchniami chłonnymi w odniesieniu do wód opadowych, które retencjonują w profilu i za pomocą roślin. Biorą zatem czynny udział w poprawie warunków klimatycznych miasta, a szerzej bilansu wodnego terenów zurbanizowanych. Jednym z czynników wpływających na wydajność hydrologiczną zielonych dachów jest warstwa drenażowa. W artykule przedstawiono wyniki badań kolumnowych przeprowadzonych w warunkach polowych, w których porównano retencyjność dwóch kruszyw wykorzystywanych jako warstwa drenażowa na zielonych dachach – keramzytu i grysu kwarcytowego. Średnia retencja substratu wyniosła wyniosła 48%, dla 5 cm warstwy drenażowej z Leca® wyniosła 57%, dla warstwy 10 cm średnia retencja wyniosła 61%. Dla grysu kwarcytowego średnia retencja wyniosła dla 5 cm warstwy drenażowej 50%, dla 10 cm warstwy drenażowej 53%. Największą retencję uzyskano w kolumnie z substratem i 10-centymetrową warstwą keramzytu. Wykazano, że keramzyt jest lepszym materiałem retencyjnym niż grys kwarcytowy. Początkowy stan wilgotności podłoża z zielonego dachu wydaje się być istotnym czynnikiem w redukcji odpływu wód opadowych z dachu zielonego. Uzyskane wyniki wilgotności początkowej dały silniejszą korelację niż czas pomiędzy opadami.

16

Correlating soil and urban planning for sustainable water cycle

Sharma Sheetal

Journal of Water and Land Development

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2019

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no. 40

137--148

EN

Hydrological modelling and processes using modern hydrological models like SCS Curve Number, HCS, HSPF (Hydrologic Simulation Package-Fortran) and kinematic wave models are widely used nowadays in various researches. But using these modelling in drawing the attention of urban planners for challenges and multiple interactions in heterogeneous urban catchments and water systems is still a shortcoming in water sensitive, planning principle. The art of urban planning and technical implementation using behavioural changes in water responses to urban catchments is the need of present urban planning. The complexities of effects and behavioural changes in the water system or urban catchments and incomplete knowledge of these interactions result in failures of sustainable urban developments. Urban planning needs water sensitive methodology to synchronize soil, water and land cover operational with the population over it. The paper reviews the water sensitive urban planning considering the role of soil in urban planning for water and lands correlations, with the purpose of identifying current limitations and opportunities for future urban planning. Data availability and simplified methods are still a strong limitation for urban planners. Therefore, urban hydrology is often simplified either as a study of surface runoff over impervious surfaces or hydraulics of piped systems. Hence the paper provides approach and universal solution to forecast the behaviour of urban catchment for urbanization in terms of natural land-water cycles and its application in planning existing or new urban catchments. The methodology consists of observing Urban watershed catchment areas with different soil groups and built-up induction over them. A detailed study of water levels in hydrological wells and runoff pattern for the period of 40 years have provided a linear correlation of soil, roughness, land cover, infiltration, ground water and built upon the basis of soil behaviours. These correlations conclude to make regression equations as the blueprint for future urban planning norms to be followed by the planners, engineers, and hydrologists for planning.

PL

Modelowanie hydrologiczne za pomocą takich modeli, jak SCS Curve Number, HCS czy Pakiet Hydrologicznych Symulacji Fortran (HSPF) oraz kinematyczne modele falowe są obecnie powszechnie stosowane w różnych badaniach. Nadal jednak brak takiego modelowania w pracy urbanistów stojących wobec wyzwań, stawianych przez wielorakie oddziaływania heterogennych zlewni miejskich z systemami wodnymi. Sztuka planowania urbanistycznego i wdrożeń technicznych korzystających ze zmian reakcji wody na zlewnie miejskie jest potrzebą obecnego planowania miast. Złożoność efektów i zmiany w systemach wodnych lub miejskich zlewniach oraz niepełna znajomość tych interakcji skutkuje niepowodzeniami w zrównoważonym rozwoju miast. Planowanie miast wymaga metodologii wrażliwej na kwestie wodne, aby operacyjnie powiązać glebę, wodę i pokrycie gruntów z populacją ludzką. W pracy dokonano przeglądu planowania urbanistycznego wrażliwego na kwestie wodne z uwzględnieniem roli gleby w planowaniu relacji wody z lądem celem zidentyfikowania bieżących ograniczeń i możliwości przyszłego planowania. Dostępność danych i uproszczone metody to nadal silne ograniczenie urbanistów. Dlatego hydrologia miasta bywa często upraszczana do badania spływów po nieprzepuszczalnych powierzchniach lub do hydrauliki systemów wodociągowych. Niniejsza praca prezentuje sposób podejścia i uniwersalne rozwiązanie służące prognozowaniu zachowania zlewni miejskiej w reakcji na urbanizację w odniesieniu do naturalnej relacji ląd–woda i ich zastosowanie w planowaniu istniejących bądź nowych zlewni miejskich. Metodologia polega na obserwacji 19 zlewni miejskich o różnych typach gleb i zabudowy. Szczegółowe analizy poziomów wody w studzienkach hydrologicznych i schematu spływów wody w okresie 40 lat dostarczyły danych do wyprowadzenia liniowej korelacji między rodzajem gleby, szorstkością podłoża, pokryciem powierzchni ziemi, infiltracją, wodami podziemnymi, wszystkie powiązane z właściwościami gleb. Te korelacje umożliwiły ustalenie równań regresji stanowiących schemat dla przyszłych norm planowania urbanistycznego do wykorzystania przez planistów, inżynierów i hydrologów.

17

Estimation of the hydraulic width of the subcatchment depending on the degree of detail of the drainage system model

Nowogoński Ireneusz, Ogiołda Ewa, Musielak Marcin

Civil and Environmental Engineering Reports

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2019

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Vol. 29, no. 4

128--140

EN

The article presents the current state of knowledge in the field of estimating preliminary values of storm water subcatchment calibration parameters in the case of using the Storm Water Management Model (SWMM) for building a model of storm water drainage system. The key issue is estimating the runoff width in the case of reducing the network structure and storm water catchments due to the shortening of calculation time and simplification of the model calibration process. Correction of one of the recommended literature methods has been proposed. The assessment was based on the real catchment model with single and multi-family housing. It was found possible to apply the proposed method in the case of reducing systems connected in series.

18

Emporal and spatial variability of rainfall in modelling of stormwater outflows

Nowogoński Ireneusz

Civil and Environmental Engineering Reports

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2019

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Vol. 29, no. 4

267--278

EN

The article presents issues related to modeling of the rainfall-runoff phenomenon. As factors influencing the simulation results, the velocity and direction of precipitation relative to the drainage basin were indicated. The possibility of underestimating the crosssections of rainwater channels as a result of overlapping rain wave directions and the dominant flow direction in the rainwater channel network was pointed out. The research results to date indicate a reduction in the symptoms of this phenomenon as the complexity of the channel network increases. The final verification was based on the actual catchment. Calculations were made using the Epa SWMM 5.1.013 software. The results are presented in a graphic form to illustrate the variability of stormwater outflow.

19

The Determination of the Maximum Runoff in the Representative and Experimental Hydrographical Basin of Sebes River (Banat, Romania)

Dunca A.-M., Bădăluță-Minda C.

Rocznik Ochrona Środowiska

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2018

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Tom 20, cz. 1

54--72

EN

In the context of climate change, issues on more rational use of water resources and hydrological extreme events, such as floods, causing numerous negative effects every year, are becoming more acute. In small hydrographical basins, like the hydrographical basin of the Sebeş River (Romania), floods and their destructive effects have been and are amplified by the massive deforestation and the improper exploitation of surfaces. The analysis of the physical and geographical features of Sebeș hydrographical basin enables us to establish the runoff regime, including for the periods with high waters and floods. The maximum runoff occurring in this representative and experimental hydrographical basin was calculated based on the input data processed in GIS. The calculation equation to determine the maximum runoff of this small hydrographical basin used the physical and geographical features of the basin, namely: the relief altitude, the slope, the land use cover, the soil types, the rain intensity and their features. From the analysis of the runoff spatial distribution within Sebeş hydrological basin, we may notice that various geomorphometric components have a higher or lower share in determining the runoff coefficient.

PL

W kontekście zmian klimatycznych coraz poważniejsze stają się kwestie bardziej racjonalnego wykorzystywania zasobów wodnych i ekstremalnych zdarzeń hydrologicznych, takich jak powodzie, powodujące liczne negatywne skutki każdego roku. W małych dorzeczach hydrograficznych, takich jak dorzecze rzeki Sebeş (Rumunia), powodzie i ich destrukcyjne skutki zostały wzmocnione przez masowe wylesianie i niewłaściwe zagospodarowanie terenu. Analiza fizycznych i geograficznych cech dorzecza Sebeş pozwala ustalić reżim odpływu, także dla okresów o wysokim stanie wody i powodzi. Maksymalny odpływ występujący w tym reprezentatywnym i eksperymentalnym dorzeczu hydrograficznym został obliczony na podstawie danych wejściowych przetworzonych w GIS. Równanie obliczeniowe maksymalnego odpływu z badanego małego dorzecza wykorzystuje fizyczne i geograficzne cechy dorzecza, a mianowicie: wysokość wypiętrzenia, nachylenie, pokrycie terenu, typ gleby, intensywność opadów i ich cechy. Na podstawie analizy rozkładu przestrzennego odpływu w obrębie dorzecza Sebeş można zauważyć, że różne składniki geomorfometryczne mają większy lub mniejszy udział w określaniu współczynnika spływu.

20

Contribution to flood risk management by the IRIP method at the level of Gareat El Taref catchment, Constantine's highlands, North-East of Algeria

Naouel D., Zouini D., Breil P.

Journal of Water and Land Development

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2018

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no. 38

95--104

EN

The term flooding is often associated with a stream overflow or a marine flood, runoff- floods is rarely considered, and today suffers from a lack of knowledge and control of the phenomenon. This paper, presents a geographic information system iRIP@ – Flooding by Intense Pluvial Runoff (French acronym), which is a new tool to mapping flooding by runoff as a tool for decision-making by mapping runoff flooding in Gareat El Taref catchment (Northeast Algeria), with identifying the area of production, transfer and accumulation of flood. Us results, we have cards represent the potential of a territory to generate the various hydraulic dynamics of runoff: the runoff production card, the runoff transfer, the runoff accumulation card, the runoff-flooding card. A visual simulation on the flood risk card indicates that the areas with an important runoff flood risk are the communes of Khenchela Oum El Bouaghi Ain El Beida and F'kirina. Moreover, the roads that join Khenchela with Ain El Beida and with Oum El Bouaghi. Khenchela city is exposed to a great risk of flooding by runoff, the solution proposed by the authorities and that summarizes by the construction of a canal is not sufficient, because on the one hand the north of the city remains exposed to this risk. On the other hand, a large area of runoff production is located between the canal and the city. It is probably operating to encourage farmers to introduce certain agricultural practices that are part of a sustainable management of flood risk by runoff.

PL

Termin powódź jest często kojarzony z wezbraniem rzeki lub powodziami sztormowymi. Powodzie spływowe są rzadziej brane pod uwagę, a ich znajomość i kontrola zjawiska są niewystarczające. W pracy przedstawiono system informacji geograficznej iRIP (Fr. Indicateur de Ruissellement Intense Pluvial), który jest nowym narzędziem do mapowania powodzi i może służyć jako wsparcie procesów decyzyjnych w odniesieniu do zlewni Gareat El Taref (północnowschodnia Algieria) poprzez identyfikowanie obszarów powstawania, przemieszczania i akumulacji wód powodziowych. W wyniku prac uzyskano mapy przedstawiające potencjalne możliwości generowania spływów o różnej dynamice: mapę tworzenia spływów, mapę przemieszczania spływów, mapę akumulacji spływów i mapę powodzi spływowych. Wizualna symulacja mapy ryzyka powodziowego wskazuje, że obszary o znaczącym ryzyku obejmują gminy: Khenchela, Oum El Bouaghi, Ain El Beida i F'kirina oraz drogi łączące Khenchela z Ain El Beida i z Oum El Bouaghi. Miasto Khenchela jest narażone na duże ryzyko powodzi spływowej. Rozwiązania proponowane przez władze sprowadzają się do budowy kanału i są niewystarczające, ponieważ północ miasta nadal pozostaje narażona na ryzyko, a ponadto duże obszary powstawania powodzi usytuowane są między kanałem a miastem. Prawdopodobnie pomocne byłyby zachęty dla rolników, aby wprowadzali pewne praktyki rolnicze, które są elementem zrównoważonego zarządzania ryzykiem powodzi spływowych.