Wyniki wyszukiwania - BazTech

1

Canal Bulkhead Design Preventing Blockage of River Flow – A Case Study in the Bangah River, Sebangau National Park, Indonesia

Perkasa Petrisly, Gumiri Sulmin, Wahyudi, Permana Indrawan

Ecological Engineering & Environmental Technology

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2024

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Vol. 25, iss. 2

150--156

EN

Vast tropical peat swamp forests in Sebangau, Central Kalimantan, Indonesia, make it difficult for officials to fight forest fires. Peat swamp forest fires are recurring events caused by anthropogenic activities around the forest. This research aimed to develop a new canal bulkhead design that prevents blockage of river flow. The approach employed involves enhancing current structures through engineering design in order to decrease the occurrence of structural breakdowns that impede the flow of rivers. The research yielded a new design for a canal bulkhead, featuring an enhanced one-meter-wide sluice gate in a “U” shape, as well as an upgraded boat ladder for passage. The novelty of the present study resides in the design of the canal bulkhead dwelling, which incorporates a ladder, enabling the inhabitants to utilize the canal without obstructing its flow. As a result, there is an enhancement in environmental safety as there are now efficient methods to promptly suppress wildfires.

2

Developing an empirical model for assessment of total nitrogen inflow to rivers and lakes in the Biebrza river watershed, Poland

Canchig Jessica, Kustina Rinda, Grygoruk Mateusz

Przegląd Naukowy Inżynieria i Kształtowanie Środowiska

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2023

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Vol. 32, No. 3

201--220

EN

Nitrogen load is crucial for its application in various fields such as agriculture and improving water quality control for authorities responsible for establishing agricultural policies in the area. The calculation of nitrogen load using existing equations is not applicable for all types of rivers, thus requiring the development of a new equation that can be applied to lakes and rivers in the Biebrza river catchment. To determine the new equation, extensive mapping of the catchment area was conducted, which was adjusted to precipitation and runoff in the area, allowing the observed results to be compared. Based on several analyses, the new equation has better accuracy, RMSE of the new model-based estimation decreased by 65.9% in 2005–2015 and 62.2% in 2016–2021 for river and 92% in 2008–2019 and 95% in 2020–2021 for lakes. Therefore, the application of the new calibrated empirical model provides results close to the real values and it can be used in the Biebrza river basin to simulate the total nitrogen runoff.

3

Non-homogeneity of hydrometric data and estimating the rating curve

Jakubczyk Teresa, Szulczewski Wiesław

Meteorology Hydrology and Water Management. Research and Operational Applications

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2023

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Vol. 11, Iss. 1

107--122

EN

One of the main tasks of contemporary hydrology is to plot the best possible rating curve, which has numerous applications in practical hydrological problems. The quality of the curve depends to a significant degree on the precision of hydrometric measurements and the precision in determining the relationship between discharge and the stage (water level). In this study, we engage the multidimensional problem of non-homogeneity of hydrometric data. The distances between a given point of measurement and the given cross-section proved to be highly diverse. Hence, we propose data transformation so that every measurement can be treated as taken in a given cross-section. The transformation allows partial homogenization of measurement data. An automatic non-linear method for estimating the rating curve is also proposed. The method has been tested on selected representatives of mountain, submontane, and lowland rivers of the Oder River catchment basin (Lower Silesia, Poland). Cross-sections selected for analysis were: Łąki on the Barycz River, Lądek Zdrój on the Biała Łądecka River, Jelenia Góra on the Bóbr River, Jakuszyce on the Kamienna River, and Łozy on the Kwisa River.

4

Zasady formułowania probabilistycznych modeli deszczów maksymalnych

Wdowikowski Marcin, Wartalska Katarzyna, Kaźmierczak Bartosz, Kotowski Andrzej

Gaz, Woda i Technika Sanitarna

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2023

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Nr 1

22--29

PL

Zaprezentowane w pracy zasady formułowania probabilistycznych modeli na wysokość deszczów maksymalnych, opracowane na Politechnice Wrocławskiej w latach 2010-2015 [10, 12, 21], po modyfikacjach z 2019 [8] i 2020 roku [9], mogą mieć charakter uniwersalny. Proponowany pięćdziesięcioletni okres pomiarowy, do wyodrębnienia metodą POT niezależnej próby losowej deszczów, jest odpowiedni do wiarygodnej oceny częstości ich występowania od C = 1 rok do C = 50 lat. Do opisu wysokości deszczów maksymalnych, spośród ośmiu możliwych do zastosowania teoretycznych rozkładów prawdopodobieństwa, wskazano na przydatności dwóch rozkładów: Weibulla i GED. Ujednolicenie metodyki tworzenia modeli deszczów maksymalnych w Polsce umożliwi poprawne fizykalnie wzajemne porównywanie ich lokalnych wysokości i da podstawę do szacowania trendów zmian w przyszłości

EN

The principles presented in this paper for formulating heavy rainfall probabilistic models developed at the Wroclaw University of Science and Technology in 2010-2015 [2, 12, 15] after the modifications of 2019 [18] and 2020 [20] can be universal. The proposed 50-year measurement period for extracting an independent random sample of rain using the POT method is suitable for reliably assessing the frequency of occurrence from C = 1 to C = 50 years. To describe the height of the maximum rain, from among eight possible theoretical probability distributions, the usefulness of two distributions was indicated: Weibull and GED. The unification of the methodology for creating models of maximum rain in Poland will enable physically correct mutual comparison of their local heights and provide a basis for estimating trends of change in the future.

5

Contribution of the Catchment Area to the Hydrology of a Saharan Wetland, the Imlili Sebkha (Dakhla Region, Morocco) – Use of GIS and Satellite Data

Hichou Badr Ben, Mhammdi Nadia, Ouakil Abdelhadi, Qninba Abdeljebbar, Dakki Mohamed

Ecological Engineering & Environmental Technology

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2023

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Vol. 24, iss. 4

88--96

EN

This study concerns a Saharan wetland of southern Morocco, the Imlili Sebkha, located south of the Dakhla city. Considered among the rare permanent saharan sebkhas, it is recharged by episodic surface water supplies from an endorheic hydrographic network and by the unconfined aquifer, which emerges permanently through tens of shallow natural cavities. Using satellite data (DEM and rainfall), supplemented by field observations, an analysis of surface water supplies is carried out in this article. Due to the low slopes and the almost generalized silting of the catchment area, most of the rainwater is evaporated or recovered by the phreatic aquifer. Only a small proportion would arrive to the wetland, which would come from the surroundings of the sebkha. Nevertheless, these low inputs can flood a large part of the wetland, including the groundwater cavities, especially during the biggest autumn storms.

6

Eksperymentalna podziemna elektrownia szczytowo pompowa UPSH

Barszcz Tomasz, d’Obyrn Kajetan, Korbiel Tomasz

Rynek Energii

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2022

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Nr 1

56–-61

PL

Systemy OZE charakteryzują się niestabilna pracą, co wymaga budowy systemów magazynowania energii. Jednym ze sposobów takiego magazynowania są instalacje elektrowni szczytowo pompowych. Wadą takich magazynów jest istotna ingerencja w środowisko naturalne. Likwidacja podziemnych kopalń węgla kamiennego stwarza możliwość budowy podziemnej elektrowni szczytowo pompowej. W artykule przedstawiono rozważania dotyczące budowy instalacji prototypowej UPSH. Analiza zagrożeń na etapie projektu przyczyni się do ograniczenia negatywnych skutków działania inwestycji.

EN

RES systems are characterized by unstable operation, which requires the construction of energy storage systems. One of the methods of such storage are the installations of pumped storage power plants. The disadvantage of such warehouses is a significant interference in the natural environment. Closure of underground hard coal mines makes it possible to build an underground pumped storage power plant. The article presents considerations concerning the construction of a prototype UPSH installation. Risk analysis at the design stage will contribute to limiting the negative effects of the investment.

7

Probability Function Estimation for the Maximum Precipitation Model Using Kernel Estimators

Karczewski Maciej, Kaźmierczak Bartosz, Michalski Andrzej, Kuchar Leszek

Rocznik Ochrona Środowiska

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2022

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Tom 24

260--275

EN

The distribution of maximum rainfall level is not a homogeneous phenomenon and is often characterised by multimodality and often the phenomenon of the heavy right-hand tail. Modelling this phenomenon using classic probability distributions leads to ignoring multimodality, thus underestimating or overestimating the predicted values in the tail tails – the most important from the point of view of safe dimensioning of drainage systems. To avoid the difficulties mentioned above, a non-parametric kernel estimator method of maximum precipitation density function was used (in the example of rainfall data from a selected station in Poland). The methodology proposed in the paper (for use on any rainfall data from other meteorological stations) will allow the development of more reliable local models of maximum precipitation.

8

Przepusty i mosty ekologiczne cz. 27. Przepusty wielootworowe w infrastrukturze drogowej i kolejowej. Cz. 2. Hydrologia i hydraulika w przepustach wielootworowych

Wysokowski Adam, Howis Jerzy

Nowoczesne Budownictwo Inżynieryjne

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2022

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Nr 3

86--90

PL

Jak już wspomniano w pierwszej części artykułu, która ukazała się na łamach „Nowoczesnego Budownictwa Inżynieryjnego” w numerze 3 z 2021 r. [1], tematyka dotycząca przepustów wielootworowych jest złożona i wieloaspektowa. Niniejszy artykuł zawiera kolejną część podstawowych informacji związanych z hydrologią i hydrauliką przepustów wielootworowych. Zagadnienia te są specyficzne dla tego typu obiektów, a szczególnie istotne w przypadku omawianych przepustów wielootworowych.

9

Calculation of Bed Load Discharge for Coarse Sand

Myrzakhmetov Akhan, Duskayev Kassym, Tursunova Aisulu, Dostayeva Aigerim

Journal of Ecological Engineering

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2022

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Vol. 23, nr 9

13--17

EN

At present, during the period of intensive climatic changes, it is important to thoroughly take into account the hydrological regimes of water bodies. Оnе of the major conditions of ensuring hydrological safety of territories is а reliable forecast of stream-channel deformations and channel-related processes in the case of water bodies and their separate sections. This paper reviews different methods of calculating bed load discharge. Thus, a new technique оf calculation оf bed load discharge was developed with consideration of the probabilistic estimate оf the beginning оf bed load motion. The method shows satisfactory results compared to previous techniques in use.

10

Rola suchego zbiornika przeciwpowodziowego Szalejów Górny na rzece Bystrzyca Dusznicka ze szczególnym uwzględnieniem jego zdolności do redukcji fali wezbraniowej

Połomski Maksymilian

Gospodarka Wodna

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2022

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Nr 6

24--30

EN

Role of the Szalejów Górny flood control dry reservoir on the Bystrzyca Dusznicka River with particular regard to its ability to reduce flood waves

11

Analysis of extreme rainfall trend and mapping of the Wadi pluvial food in the Gaza coastal plain of Palestine

Al-Najjar Hassan, Purnama Anton, Özkan Korhan, Abualtayef Mazen

Acta Geophysica

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2022

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Vol. 70, no 5

2135--2147

EN

In the eastern Mediterranean region of the Middle East and North Africa, pluvial flooding has become a common and severe climate change consequence event that requires immediate attention. The Wadi-Gaza basin is a critical source of surface water in Palestine; nevertheless, climate change and anthropogenic processes are altering the basin’s hydrological features, resulting in a series of extreme and disastrous flooding events in the coastal plain at the basin downstream. The Mann–Kendall test, Sen’s slope estimator, and the IPTA method that was used to analyze historical rainfall in the basin from 1979 to 2013 refer to a declining trend pattern, which reduces the surge of runoff discharge. Moreover, the future projection for the total monthly rainfall under the ensemble model of CIMP5 for the RCP scenarios of 2.60, 4.50, and 8.50 demonstrate a general decreasing trend in the rainfall with a variation ranging between about − 36 and − 53%. The frequency analysis for the maximum daily rainfall using different computing approaches shows that the theoretical maximum rainfall values for the assessment of flooding events were assigned to 22, 31, 35, 45 52, 59, 66, and 77 mm for the whole basin for the return periods (T) of 2, 5, 10, 25, 50, 100, 200, and 500 years, respectively. The land cover–land use of the basin shows that 51% is barren land while the other portion is divided between urban (~16%), agricultural (~ 13%), and natural (~ 20%) lands. However, the type of soil that covers the basin is classified mainly as clay, loam, and sandy clay. According to the hydraulic analysis of downstream flooding, the volume of surge water that might reach the coastal plain in the event of water storms of 22 and 77 mm is around 6 and 118 million cubic meters, respectively. The area at risk of inundation due to foods in the Wadi-Gaza is between 3 and 17 km2 , covering around 5–29 percent of the Gaza Strip’s middle governorate area, respectively.

12

Model hydrologiczny i bilansowy w zintegrowanym gospodarowaniu zasobami wodnymi

Pusłowska-Tyszewska Dorota

Prace Naukowe Politechniki Warszawskiej. Inżynieria Środowiska

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2021

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z. 83

9--157

13

Predicting the impact of climate change and the hydrological response within the Gurara reservoir catchment, Nigeria

Oseke Francis Ifie-emi, Anornu Geophery Kwame, Adjei Kwaku Amaning, Eduvie Martin Obada

Journal of Water and Land Development

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2021

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no. 51

129--143

EN

The 2150 km2 transboundary Gurara Reservoir Catchment in Nigeria was modelled using the Water Evaluation and Planning tool to assess the hydro-climatic variability resulting from climate change and human-induced activities from 1989 to 2019 and projected to the future till 2050. Specifically, the model simulated the historic data set and predicted the future runoff. The initial results revealed that monthly calibration/validation of the model yielded acceptable results with Nash–Sutcliff efficiency (NSE), percent bias (PBIAS), and coefficient of determination (R2) values of 0.72/0.69, 0.72/0.67 and 4.0%/1.0% respectively. Uncertainty was moderately adequate as the model enveloped about 70% of the observed runoff. Future predicted runoffs were modelled for climate ensembles under three different representative concentration pathways (RCP4.5, RCP6.5 and RCP8.5). The RCP projections for all the climate change scenarios showed increasing runoff trends. The model proved efficient in determining the hydrological response of the catchment to potential impacts from climate change and human-induced activities. The model has the potential to be used for further analysis to aid effective water resources planning and management at catchment scale.

14

A survey of farmer approach to grazing : a case study of the Curvature Subcarpathians, Romania

Neculau Gianina, Minea Gabriel, Ciobotaru Nicu, Ioana-Toroimac Gabriela, Mircea Sevastel, Mititelu-Ionuș Oana, Rodrigo-Comino Jesús

Journal of Water and Land Development

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2021

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no. 51

144--151

EN

This study aims to investigate how grazing is perceived across the Curvature Subcarpathians (Romania) by farmers. We investigate farmers’ attitudes toward and understanding of grazing practice and associated processes involving small ruminants (sheep and goats). Additionally, we review the scientific literature and new discussions about grazing vs overgrazing terms and changes in the Romanian small ruminant livestock. Results of the survey on the total of 101 case studies from villages in 3 counties (Damboviţa, Buzau, and Vrancea) show that: (i) grazing is differently perceived; (ii) most of the areas designated for grazing are located near riverbanks (over 55%); most of the respondents reported that the areas intended for grazing are quite close to the inhabited areas; distances are less than 2.5 km; and over 60% of respondents believe that the areas are continuously subject to soil degradation processes; (iii) answers given in connection with the issues addressed provide both relevance to the Curvature Subcarpathians (6792 km2 ) and the potential impact of higher pressure of grazing on local areas due to the discouragement of specific transhumance policies (more than 60% required subsidies). The average stocking density is about 4.7 head per ha. In general, beyond different farmers’ perceptions, a scientific question remains open regarding the quantitative impact of grazing on hydrological processes. Hence, a field survey (e.g., rainfall-runoff experiments) to assess grazing pressure on water and soil resources will be performed.

15

Assessment of the possibility of implementing small retention reservoirs in terms of the need to increase water resources

Wiatkowski Mirosław, Wiatkowska Barbara, Gruss Łukasz, Rosik-Dulewska Czesława, Tomczyk Paweł, Chłopek Dawid

Archives of Environmental Protection

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2021

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Vol. 47, no. 1

80--100

EN

Currently, due to reduced water resources, there is a need to build reservoirs in Poland. Reservoirs perform important economic, natural and recreational functions in the environment, improve water balance and contribute to flood protection. In the construction of reservoirs, it is necessary to consider not only hydrological issues related to water quantity, but also its quality, silting, and many other factors. Therefore, the physiographic, hydrological, hydrochemical, and hydrogeological conditions of the projected reservoirs have to be taken into account to limit the potential negative effects of decisions to build them. In order to assess the suitability of eight projected small water retention reservoirs (to increase water resources in the Barycz River catchment in Lower Silesia and Greater Poland provinces, this article takes into account hydrological indicators (efficiency of the reservoir, operation time, dependence on the intensity of silting, and flood hazard indicator), water quality (phosphorus load and nitrogen load), hydrogeological conditions (type of geological substratum for the reservoir basin and filtration losses), and safety of the reservoir dam. To develop a theoretical model describing the regularities between the indicators, multivariate statistical techniques were used, including the Principal Component Analysis (PCA) and the Factor Analysis (FA). In order to assess the reservoirs, a synthetic indicator was developed to compare the reservoirs with each other in relation to the conditions. The Cluster Analysis (CA) was used for typological classification of homogeneous locations of projected small retention reservoirs. Own research procedure for identification of the most advantageous water reservoirs, with the use of multivariate statistical techniques, may be used as a tool supporting decision making in other facilities intended for implementation in provincial projects of small retention.

PL

Obecnie w Polsce z powodu zmniejszonych zasobów wodnych istnieje potrzeba budowy zbiorników wodnych. Pełnią one w środowisku ważne funkcje gospodarcze, przyrodnicze, rekreacyjne, poprawiają bilans wodny i przyczyniają się do ochrony przeciwpowodziowej. Budując zbiornik wodny, oprócz zagadnień hydrologicznych związanych z ilością wody, należy wziąć pod uwagę jakość wody, która będzie retencjonowana w zbiorniku, jego zamulenie oraz szereg innych aspektów. Bardzo ważna jest więc analiza uwarunkowań zbiorników planowanych, w tym fizjograficznych, hydrologicznych, hydrochemicznych i hydrogeologicznych, aby ograniczyć potencjalne negatywne skutki podejmowania decyzji o budowie takich obiektów. W celu oceny możliwości realizacji ośmiu planowanych zbiorników małej retencji wodnej w kontekście potrzeby zwiększania zasobów wodnych na obszarze zlewni Barycz w województwie dolnośląskim i wielkopolskim w niniejszym artykule uwzględniono wskaźniki hydrologiczne (sprawność zbiornika, czas eksploatacji ze względu na intensywność zamulania, wskaźnik potencjalnego zagrożenia powodzią), jakości wody (obciążenie ładunkiem fosforu i azotu), hydrogeologiczne (rodzaj podłoża geologicznego pod czaszę zbiornika wodnego i straty filtracyjne) oraz bezpieczeństwa zapory zbiornika. Do opracowania teoretycznego modelu, opisującego prawidłowości zachodzące pomiędzy tymi wskaźnikami, wykorzystano wielowymiarowe techniki statystyczne takie jak: Principal Component Analysis (PCA) i Factor Analysis (FA). W celu oceny planowanych zbiorników w aspekcie najbardziej korzystnych do realizacji opracowano syntetyczny wskaźnik, który umożliwił porównanie tych zbiorników w odniesieniu do rozpatrywanych uwarunkowań. Wykonano również z zastosowaniem Cluster Analysis (CA) typologiczną klasyfikację planowanych zbiorników małej retencji wodnej pod względem jednorodnych lokalizacji na analizowanym obszarze. Zaproponowana w niniejszej pracy autorska procedura badawcza identyfikacji najkorzystniejszych, spośród planowanych do realizacji, zbiorników wodnych z zastosowaniem wielowymiarowych technik statystycznych, może posłużyć jako narzędzie wspomagające podejmowanie decyzji przy innych obiektach planowanych do realizacji w wojewódzkich planach rozwoju małej retencji.

16

Hydrology of tidal waters at the glacier terminus and their Impact on hydrographical surveys and navigation safety

Pastusiak T.

TransNav : International Journal on Marine Navigation and Safety of Sea Transportation

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2020

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Vol. 14, no. 2

425--431

EN

The data analysed in the paper are related to the hydrology of tidal waters at a tidewater glacier terminus. Set of data was collected in the wide span of time from 2009 till 2015 in the Nordaustlandet and Southwest Spitsbergen near various tidal glaciers terminus. The data are related to tidal phenomenon, calving glacier, drifting ice, hydrology of brackish water from ice of glacial origin and theirs consequences on safety of navigation. Thus, results of analysis of hydrological data may serve for improvement of safety of maritime transport in polar regions on high latitudes in vicinity of tidewater glaciers. The research work was part of the reconnaissance of hydrological and hydrographic conditions for the needs of other studies. Measurements were taken at the Kamavika inlet leading from the Hans Glacier to-wards Hornsund fjord (Southern Svalbard). Based on above data, the causes of disturbances and errors of hydrographic measurements that may occur in area of occurrence of brackish water layer and their influence on errors of digital information displayed in ECDIS systems as well as prediction of ice conditions and safety of watercrafts in vicinity of glacier terminus and on anchorage were described.

17

Qualifying the geotechnical and hydrological characteristic of the Bandawaya stream valley - Northern Iraq

Al-Jawadi Azealdeen S., Abdul Baqi Yousra T., Sulaiman Ali M

Przegląd Naukowy Inżynieria i Kształtowanie Środowiska

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2020

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Vol. 29, No. 3

319--331

EN

In northern Iraq, countless non-abuse stream valleys can be used to store water for a variety of purposes; domestic, supplementary irrigation, and recharging groundwater. Bandawaya is one of the stream valleys, which form the first perspective has excellent quality. The location of the suggested dam has been evaluated by hydrological and geotechnical studies. Geotechnical studies included measurement of all the parameters related to the rock mass classification for evaluation based on four classification systems, which are the Q-System, the rock mass rating (RMR), the geological strength index (GSI), and the rock mass index (RMi). The classification results indicated that the rocks of the valley are good for constructing a dam on them, with some weak zones that may affect the integrity of the dam, which the study recommended treating before starting the construction of the dam. According to preliminary studies on different dam’s heights the qualification demonstrates an excellent choice of the site. Four stream orders are recognized, dendritic pattern in the southern part of the watershed, and trellised in the northern part. Three heights assumed to the proposed dam 450, 460, 470 m a.s.l. with 640,764; 3429,787; 8,590,763 m3 storage capacity respectively. According to the Q-System, the RMR, the GSI, and the RMi, the rock mass of the study area is evaluated. The findings illustrate the excellent selection by geotechnical, hydrological, and engineering features of the dam place.

18

SWOT analysis of the Institute of Meteorology and Water Management - National Research Institute in the context of World Meteorological Organization Reform adopted during its 18th Congress

Walczykiewicz Tomasz, Filipiak Janusz

Meteorology Hydrology and Water Management. Research and Operational Applications

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2020

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Vol. 8, Iss. 2

5--11

EN

This article is an analysis of how the World Meteorological Organization (WMO) constituent bodies governance reform (WMO Reform) can affect the activities of the Polish National Hydrological and Meteorological Service. The analysis employs the SWOT (Strengths, Weaknesses, Opportunities, Threats) model. The World Meteorological Congress is the highest authority of the World Meteorological Organization, whose findings guide the operations of the WMO and the National Meteorological and Hydrological Services (NMHSs) globally. During the 18th Congress, in June 2019, discussions covered the routine operations of the WMO and its Secretariat, the status and development prospects of all the Organization's research and technical programs, and the Organization's budget for the 18th financial period beginning in 2020. The key actions of the Congress, however, were the election of the WMO senior officers and final approval (after thorough discussion) of the WMO Reform of its governance structure. The purpose of the Reform is to ensure better preparation of the organization for the challenges of the present and future, such as climate change and its impact, the growing number and intensity of extreme weather events, environmental degradation, and increasing urbanization. The tasks of the National Hydrological and Meteorological Service in Poland are performed by the Institute of Meteorology and Water Management - National Research Institute (IMGW-PIB), in accordance with the provisions of the Water Law.

19

Shaping changes in the ecological status of watercourses within barrages with hydropower schemes : literature review

Tomczyk Paweł, Wiatkowski Mirosław

Archives of Environmental Protection

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2020

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Vol. 46, no. 4

78--94

EN

Hydropower use of watercourses has tangible consequences for the environment, society and economy. Based on a literature review and their own research, the authors present current data on changes in the ecological status of waters within run-of-river and reservoir hydropower plants, i.e. changes in biological elements (benthic macroinvertebrates, plankton, ichthyofauna, macrophytes), as well as hydromorphological and physicochemical changes. Previous researchers have noted that the impact of hydropower use of rivers on ecological status of those rivers is extensive, consisting of, among others, changes in species structure and populations of macrophytes, benthic macroinvertebrates, plankton and ichthyofauna (positive as well as negative changes), algal blooms due to increased turbidity, constrained migration of water organisms, changes in temperature within hydroelectric power plants, the phenomenon of supersaturation, eutrophication, changes in hydrological conditions (e.g., increased amplitudes of diurnal water levels and their consequent annual reduction), and increased erosion below the damming and deposition of bottom sediments on the damming barriers. In addition to such changes in ecological status, hydropower use also has a visible impact on socio-economic conditions (e.g., living standards of the population) and the environment (e.g., quality of bottom sediments and biodiversity). The article offers an assessment of the impact of hydropower use of rivers on ecological status (biological, hydromorphological, physicochemical elements and hydrological conditions of such rivers), society, economy and environment; it also proposes a research scheme to assess the impact of hydropower structures.

20

Integration of project results on a GIS platform and its impact on conservation strategies

Wilczyńska Izabela, Dąbek Paweł Bronisław, Ćmielewski Bartłomiej, Kościuk Jacek

Architectus

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2020

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Nr 2 (62)

151--159

EN

The geographic information system (GIS) has become a very popular and useful tool to aggregate and process spatial data. In this paper, the implementation of data obtained during survey seasons at the El Fuerte de Samaipata (Bolivia) archaeological site and results of data analysis on the GIS platform are presented. In addition to the thematic layers, a description of the sectors and archaeological relics was added to the whole system. The implemented layers are related to orthoimages created from terrestrial laser scanning (TLS) and from close range photogrammetry (in visual, spectral, and infrared light), raw photos of petroglyphs, a highly detailed vector plan of the site, conservation risk maps, new spatial divisions, description layers, and a digital terrain model (DTM) based on the results of TLS. Such a system, with an implemented DTM, allows rainwater runoff and its impact on the archaeological site to be analysed. Thus, the paper presents a study on some hydrological conditions of the Samaipata rock. It is part of the larger research project “Architectural examination and complex documentation of Samaipata (El Fuerte de Samaipata/Bolivia) site from the World Heritage List”. The results of this study are considered mainly from the point of view of conservation recommendations and strategies. Same aspects, however, may influence future studies on the chronology and cultural affiliation of the Samaipata rock carvings.

PL

System informacji geograficznej (GIS) stał się bardzo popularnym i użytecznym narzędziem do agregowania i przetwarzania danych przestrzennych. W niniejszym artykule przedstawiono implementację danych uzyskanych podczas sezonów badań na stanowisku archeologicznym El Fuerte de Samaipata (Boliwia) oraz wyniki analizy danych na platformie GIS. Oprócz warstw tematycznych do całego systemu dodano opis sektorów i zabytków archeologicznych. Zaimplementowane warstwy są powiązane z ortoobrazami utworzonymi z naziemnego skanowania laserowego (TLS), fotogrametrii bliskiego zasięgu (w świetle wizualnym, spektralnym i podczerwonym), surowych zdjęć petroglifów, bardzo szczegółowego planu wektorowego, map ryzyka, nowego podziału przestrzennego stanowiska, warstw opisowych oraz cyfrowego model terenu (DTM) opartego na wynikach TLS. Taki system przetwarzania danych z wdrożonym DTM pozwala na analizę spływu wody deszczowej i jej oddziaływania na stanowisko archeologiczne. W związku z tym w artykule przedstawiono badania niektórych warunków hydrologicznych skały Samaipata. Badania są częścią większego projektu „Badania architektoniczne i kompleksowa dokumentacja stanowiska Samaipata (Fuerte de Samaipata/Boliwia) z Listy Światowego Dziedzictwa”. Wyniki tych prac rozpatrywane są głównie z punktu widzenia zaleceń i strategii ochrony skały. Te same aspekty mogą jednak wpłynąć na przyszłe badania dotyczące chronologii i przynależności kulturowej rzeźb skalnych Samaipata.