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Wyszukujesz frazę "hydraulic modelling" wg kryterium: Temat


Tytuł:
Assessing Nature-Based and Classical Engineering Solutions for Flood-Risk Reduction in Urban Streams
Autorzy:
Ourloglou, Olga
Stefanidis, Konstantinos
Dimitriou, Elias
Powiązania:
https://bibliotekanauki.pl/articles/123056.pdf
Data publikacji:
2020
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
urban streams
stream restoration
bioengineering
nature based solution
hydraulic modelling
UAVs
Opis:
Urbanization of stream ecosystems with the purpose of managing the flash-flood events is nowadays considered responsible for habitat loss and alteration of the natural flow regime with severe implications for the ecosystem functioning. Unsurprisingly, the river scientists have started seeking alternative options inspired from nature for mitigating the flood-risk and maintaining the stream at its natural state. With this article the authors demonstrate the effects of a nature-based solution (NBS) for managing an urban stream based on the use of bioengineering materials (e.g. plants) and the implementation of the actions that restore the stream to its natural form (e.g channel widening). The HEC-RAS software was employed to simulate the flow and hydraulic components of an approximately 800m long reach of an urban stream under three different scenarios of flood risk management with a design flow set to 400 m3/s. The first scenario was based on the current situation of the stream, the second scenario concerned the stream restoration by following the nature-based solutions, while the third scenario was based on the classical “grey” engineering approach of concrete channelization. Unmanned Aerial Vehicle (UAV) photogrammetry methods and the Pix4Dmapper software were used in order to develop a detailed 3D model of the studied reach that accurately captured the current geomorphology. The obtained results showed that with concrete channelization, the average and maximum flow of the stream increases significantly in relation to the current situation, from 2.48 and 4.88m/s to 9.82 and 11.22 m/s, respectively, while the average Froude number raises from 0.36 to 1.69 implying super-critical flows. In contrast, the NBS scenario retained lower flow velocities and average Froude number similar to those under the current conditions. In addition, a cost estimation analysis for both stream management techniques revealed that the NBS is much cheaper than the traditional channelization (1.1 mil € vs 5.6 mil €). In conclusion, our findings suggest that the future restoration of urban streams should consider the nature-based solutions since i) they can be effective with regard to the reduction of flood-risk, ii) are cheaper than the traditional “grey” techniques and, most importantly, iii) maintain the natural state of the ecosystem which improves not only the ecosystem functioning but also the aesthetic value within the urban context.
Źródło:
Journal of Ecological Engineering; 2020, 21, 2; 46-56
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Use of hydraulic model in real water loss reduction and water distribution network operational cost lowering
Wykorzystanie modelu hydraulicznego w redukcji rzeczywistych strat wody oraz redukcja kosztów eksploatacji sieci wodociągowej
Autorzy:
Zajkowski, Artur
Wysocki, Łukasz
Tuz, Piotr
Bartkowska, Izabela
Kruszyński, Wojciech
Powiązania:
https://bibliotekanauki.pl/articles/2097397.pdf
Data publikacji:
2022
Wydawca:
Fundacja Ekonomistów Środowiska i Zasobów Naturalnych
Tematy:
hydraulic modelling
water loss
leakage
cost of exploitation
loss reduction
modelowanie hydrauliczne
strata wody
wyciek
koszt eksploatacji
redukcja strat
Opis:
Most of the small water companies supplying a small number of consumers with water are struggling with the extremely tight budget, often making any large-scale modernisation impossible. In effect network managed by these companies is often very leaky and unreliable. One possible and cheap way of leakage reduction is the reduction of average pressure in the network. Thanks to new computing technologies, the device selection process for pressure reduction is accurate and easy to do. This study uses the hydraulic model to select required pressure reducing valves and correct locations accurately and adequately approximate the resulting absolute water loss reduction thanks to this approach.
Większość małych przedsiębiorstw wodociągowych boryka się z problemami budżetowymi. Mogą mieć one wiele źródeł – obłsuga niewielkiej ilości odbiorców, wysoki poziom strat, konieczność zakupu wody z zewnętrznych źródeł. Czynniki te sprawiają, że wymagane nakłady na modernizacje sieci niejednokrotnie przewyższają możliwości finansowe przedsiębiorstwa. Jednym ze sposobów redukcji rzeczywistych strat wody jest obniżenie średniego ciśnienia w sieci. Dzięki nowym metodom obliczeniowym i symulacjom komputerowym dobór urządzeń redukujących ciśnienie i wybór lokalizacji ich montażu są znacznie ułatwione. W pracy skupiono się na ocenie możliwości wykorzystania modelowania komputerowego podczas wdrażania systemu zarządzania ciśnieniem w sieci wodociągowej.
Źródło:
Ekonomia i Środowisko; 2022, 2; 186--202
0867-8898
Pojawia się w:
Ekonomia i Środowisko
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Evaluation of dynamic parameters of the selected components within digitally controlled hydraulic system
Autorzy:
Kamiński, M.
Szlagowski, J.
Dąbrowski, D.
Powiązania:
https://bibliotekanauki.pl/articles/950156.pdf
Data publikacji:
2018
Wydawca:
Instytut Techniczny Wojsk Lotniczych
Tematy:
mobile hydraulics
proportional directional control valve
hydraulic cylinder control
electro-hydraulic pilot valve
hydraulic system modelling
hydraulika mobilna
sterowanie siłownikiem hydraulicznym
elektrohydrauliczny zawór pilotowy
modelowanie układu hydraulicznego
Opis:
Dynamic parameters characterizing proportional hydraulic components are essential factors affecting the performance of the construction machinery automatic control system. Knowledge of these parameters is inevitable in modelling the automatically controlled hydraulic power systems as well as designing and analysing the control algorithms. This article presents a methodology of assessing the dynamic parameters of selected components being part of digitally controlled hydraulic power system. The analysed system comprised a typical for mobile hydraulics applications PVG32 proportional directional control valve (DCV) and a variable displacement piston pump. The control system utilised an MC088 PLC controller with specifically prepared and configured software. The measuring system was based on CANbus, which, combined with the PLC used, allowed for flexible configuration of the sensor variables and logging both analogue and digital signals. Among others, the DCV characteristics, the response to step and sinusoidal inputs and DCV hysteresis were examined. The goal was to gather the data required for system modelling and to assess the importance and influence of the investigated parameters onto the model being created.
Źródło:
Journal of KONES; 2018, 25, 1; 205-214
1231-4005
2354-0133
Pojawia się w:
Journal of KONES
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Moisture dynamics as related to capillary and drainable pores in the Nile Delta soils
Autorzy:
Amer, A.M.
Powiązania:
https://bibliotekanauki.pl/articles/2083704.pdf
Data publikacji:
2019
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
modelling unsaturated hydraulic conductivity
drainable and capillary pores
alluvial
clay and sandy soils
Opis:
The dynamic of soil moisture may be studied through water flux, storage, moisture conductivity and movement into the soil pore spaces. The volume of pore space in the soil and also the size, shape, type, continuity and distribution of the pores are important characteristics related to the storage, conductivity and movement of water and gases. The movement of water by gravitational forces in the natural soils occurs principally through the non-capillary pores (i.e. rapidly drained pores), while other movements occur in capillaries which may be classified as coarse and fine capillary pores. The unsaturated condition of soil water is a common state in nature after rainfall or as a result of irrigation, therefore, the purpose of this study was to develop equations to describe and estimate the unsaturated hydraulic conductivity K(θ) in relation to soil pore-size classes that contained the available water in the soil root zone. The equations were based on a water-retention curve, saturated hydraulic conductivity and pore-size function measured from undisturbed cores. The equations were applied to three soil profiles from the Nile Delta and compared with measured K(θ) data from two field experiments, which were conducted in clay in an unsaturated condition and in sandy soil areas using the internal drainage in situ method. The pore size function f(r) represents the fraction of the total pore whichvolume, which was contributed by pores with radii from 0 to ∞ at the prevailing degree of saturation. Data showed the applicability of the suggested equations for calculating unsaturated hydraulic conductivity in the soil pores even for soils with a high proportion of clay.
Źródło:
Acta Agrophysica; 2019, 26, 2; 29-43
1234-4125
Pojawia się w:
Acta Agrophysica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Modelling the impact of design rainfall on the urban drainage system by Storm Water Management Model
Modelowanie wpływu projektowanego opadu na system miejskiego drenażu z użyciem modelu zarządzania wodami burzowymi
Autorzy:
Laouacheria, Fares
Kechida, Said
Chabi, Moncef
Powiązania:
https://bibliotekanauki.pl/articles/292837.pdf
Data publikacji:
2019
Wydawca:
Instytut Technologiczno-Przyrodniczy
Tematy:
composite rainfall
double triangle rainfall
flood
hydraulic modelling
Storm Water Management Model
stormwater network
metoda podwójnych trójkątów
model zarządzania wodami burzowymi
modelowanie hydrauliczne
powódź
sieć wód burzowych
złożony opad
Opis:
Flood modelling is an effective way to manage the stormwater network in cities. It aims to understand and predict the behaviour of stormwater network so that it can test and evaluate effective solutions to structural and operational problems. So simulation modelling stays a preoccupation for building a successful hydraulic modelling in urban areas. This study investigates the impact of the design rainfall on the hydraulic modelling results for the Azzaba stormwater network located in the North-East of Algeria by using the Storm Water Management Model (SWMM). Four scenarios of design rainfall events were compared for 10, 25 and 50-year return periods, where we used double triangle and composite curves for the design rainfall event definition. The results show the impact of the choice of design rainfall on the behaviour of the stormwater network, from which the results of simulation by the double triangle method for the short durations represents a great risk on the probability that the stromwater network can overflow and flood the city, with a difference in peak discharge estimated at 62.97% and 58.94% for 2 h and 3 h events compared to the peak discharge simulated by the composite rainfall method.
Modelowanie jest skuteczną metodą zarządzania siecią kanalizacji deszczowej w miastach. Umożliwia sprawdzenie działania oraz prognozę funkcjonowania sieci kanalizacji deszczowej, testując i oceniając skuteczność przyjętych rozwiązań. Dlatego modelowanie symulacyjne stanowi wstępny etap konstruowania modeli hydraulicznych dla obszarów miejskich. W niniejszej pracy przedstawiono wpływ projektowanego opadu na wyniki modelowania hydraulicznego sieci kanalizacji deszczowej Azzaba w północnowschodniej Algierii z zastosowaniem modelu zarządzania wodami burzowymi (SWMM). Porównano trzy scenariusze zdarzeń opadowych dla okresów powtarzalności 10, 25 i 50 lat. Kształty hietogramu opadu, opisano przy pomocy metody podwójnych trójkątów oraz krzywych syntetycznych. Stwierdzono wpływ doboru projektowanego opadu na wyniki symulacji sieci kanalizacji deszczowej. Wyniki modelowania wskazują, że w przypadku metody podwójnych trójkątów dla krótkotrwałych epizodów opadowych występuje ryzyko przepełnienia sieci kanalizacyjnej i zalania miasta. Różnica pomiędzy maksymalnymi odpływami obliczonymi dla deszczy dwu- i trzygodzinnych modelowanych metodą podwójnych trójkątów oraz metodą krzywych syntetycznych wynosiła odpowiednio 62,97% i 58,94%.
Źródło:
Journal of Water and Land Development; 2019, 40; 119-125
1429-7426
2083-4535
Pojawia się w:
Journal of Water and Land Development
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Numerical analysis for an optimization of a powered roof support operating in hazard conditions of minig tremors
Autorzy:
Szurgacz, D.
Powiązania:
https://bibliotekanauki.pl/articles/89179.pdf
Data publikacji:
2015
Wydawca:
Politechnika Wrocławska. Wydział Geoinżynierii, Górnictwa i Geologii. Instytut Górnictwa
Tematy:
hydraulic leg
performance
hydraulic system
numerical analysis
modelling
Opis:
The article presents an optimization of Ø0.21/0.16 hydraulic leg system operating in a powered roof support Glinik 13/25 Pp type, working at longwall 6, seam 501, KWK Bobrek – Centrum - in hazard conditions of mining tremors. The process included numerical modelling and computer software, ANSYS CFX. The optimization allows to achieve an adequate capacity and performance of the hydraulic system which increases workplace safety in the mines. The article provides basic requirements that must be provided in order to conduct an analysis in ANSYS CFX. The software was used to carry out 10 simulations, which allowed to determine an optimal flow for the subject leg.
Źródło:
Mining Science; 2015, 22, Special Issue 2; 171-179
2300-9586
2353-5423
Pojawia się w:
Mining Science
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Influence of liquid-nitrogen freezing of gas-bearing shale rocks on their compressive strength
Autorzy:
Borek, Kinga
Powiązania:
https://bibliotekanauki.pl/articles/127596.pdf
Data publikacji:
2018
Wydawca:
Polskie Towarzystwo Mineralogiczne
Tematy:
hydraulic fracturing
black shales
freezing
compressive strength
modelling
Opis:
Any definable relation between falling temperature and the compressive strength of shale rocks should provide a useful predictive tool aiding optimization of the results of hydraulic fracturing. In this research, an automeasuring hydraulic press, a thermo-camera and the Fluent ANSYS software were used. The results of laboratory simulations, and the effects of experiments conducted on shale rocks to determine permanent changes in compressive strength, are presented. As both frozen rocks and rocks returned to room temperature show diminished compressive strength. It is suggested that prior freezing of rocks can increase the efficiency of fracturing.
Źródło:
Mineralogia; 2018, 49, 1/4; 7-16
1899-8291
1899-8526
Pojawia się w:
Mineralogia
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Impact of mesh quality on the numerical estimation of saturated water conductivity of pore media
Autorzy:
Gackiewicz, B.
Lamorski, K.
Slawiński, C.
Hsu, S.-Y.
Chang, L.-C.
Powiązania:
https://bibliotekanauki.pl/articles/2082923.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
porous media
numerical modelling
hydraulic
conductivity
mesh accuracy
Opis:
The numerical modelling of transport phenomena in porous media often requires a compromise between grid precision and the accuracy of simulation results. This study demonstrates the impact of errors on the accuracy of the reproduction of the actual pore space by the numerical grid on the estimated values of the saturated water conductivity. Four types of computational grids with varying levels of complexity were prepared for each of the 12 tomographic images of the porous specimens. The specific surfaces and total porosities were calculated for each of the meshes and compared with those parameters calculated for binarized tomographic images. Simulations of steady flow were performed on the computational grids, and the saturated water conductivity values were calculated. It has been shown that an insufficiently accurate mesh only reproduces the largest pore spaces in the analysed sample, which most often leads to an underestimation of the water conductivity coefficient. The following criterion for the optimal accuracy of the computational grid is proposed, it is based on the voxel size of the tomographic images of the porous media: the minimum size of the cell in the mesh used for simulations has to be at most two times the size of the voxel used in the tomographic scans of the porous medium.
Źródło:
International Agrophysics; 2020, 34, 4; 473-483
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Modeling and analysis of a twin-tube hydraulic shock absorber
Modelowanie i analiza dwururowego tłumika hydraulicznego
Autorzy:
Ferdek, U.
Łuczko, J.
Powiązania:
https://bibliotekanauki.pl/articles/280494.pdf
Data publikacji:
2012
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
hydraulic damper
shock absorber
damping force
modelling
vehicle suspension
Opis:
In this paper, a physical and mathematical model was created for a twin-tube hydraulic shock absorber, using oil as the working medium. To analyze the model, methods of numerical integration were incorporated. The effect of the amplitude and frequency of the excitation, as well as the parameters describing the flow rate of oil through the valves, were examined. The basic characteristics of the damping force were obtained.
W pracy wprowadzono model fizyczny i matematyczny dwururowego amortyzatora hydraulicznego, w którym czynnikiem roboczym jest olej amortyzatorowy. Do jego analizy wykorzystano metody numerycznego całkowania. Zbadano wpływ amplitudy i częstości wymuszenia oraz parametrów opisujących przepływ oleju przez zawory. Wyznaczono podstawowe charakterystyki siły tłumienia.
Źródło:
Journal of Theoretical and Applied Mechanics; 2012, 50, 2; 627-638
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Development of water well with circulating treatment
Razvitie skvazhiny s cirkuljacionnojj obrabotkojj
Autorzy:
Kayastha, K.
Powiązania:
https://bibliotekanauki.pl/articles/793334.pdf
Data publikacji:
2016
Wydawca:
Komisja Motoryzacji i Energetyki Rolnictwa
Tematy:
water well
construction
ground water
physical modelling
hydraulic parameter
Źródło:
Teka Komisji Motoryzacji i Energetyki Rolnictwa; 2016, 16, 4
1641-7739
Pojawia się w:
Teka Komisji Motoryzacji i Energetyki Rolnictwa
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Recent tectonic stress field investigations in Poland : a state of the art
Autorzy:
Jarosiński, M.
Powiązania:
https://bibliotekanauki.pl/articles/2059238.pdf
Data publikacji:
2006
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
Polska
recent geodynamics
tectonic stress
borehole breakouts
hydraulic fracturing
modelling
Opis:
The paper summarizes up-to-date knowledge of the contemporary tectonic stress field in Poland and compares the results of geophysical measurements with mathematical models. The extensive set of data provided by borehole breakout analyses is supplemented by hydraulic fracturing tests, earthquake focal mechanism solutions and preliminary resolution of regional intraplate motions from GPS measurements. Frequent breakout presence shows that tectonically driven anisotropy of horizontal stress is a common feature in the study area. Roughly N-S direction of maximum horizontal stress (SHmaxx) in Eastern Poland differs significantly from Western European stress domain. This difference is produced by tectonic push of Alcapa, which is successively compensated within the Teisseyre-Tornquist Zone (TTZ) and in the Upper Silesian segment of the Outer Carpathians. In the western part of Poland stress directions are ambiguous due to interplay of several additional tectonic factors. Most of hydraulic fracturing data and earthquake focal mechanism solutions indicate strike-slip stress regime in Eastern Poland where stresses are in equilibrium with preferentially oriented faults of Iow friction (0.16). Limited data from Western Poland suggest normal fault stress regime. Good conformity between directions of 5Hm", and intraplate motions occurs from comparison of breakout and GPS data. Finite element modelling shows that the most important factor shaping the stress field in Eastern and Central Poland is the Adria push transmitted through the Pannonian region. Secondary, but still notable factors are differentiation of loads along the Mediterranean collision zone and changes in magnitude of the ridge push force along the NW Continental passive margin of Europe. Results of rheological modelling indicate that the crust is entirely decoupled from the mantle in the Fore-Sudetic Platform, partial uncoupling in the base or the upper crust is possible in the TTZ while in the East European Craton (EEC) the whole lithosphere is coupled. The comparison of different set of data and models presented here provides a comprehensive geodynamic scenario for Poland, however, a number of unresolved questions still remains to be addressed.
Źródło:
Geological Quarterly; 2006, 50, 3; 303-321
1641-7291
Pojawia się w:
Geological Quarterly
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Examples of numerical simulations of two-dimensional unsaturated flow with VS2DI code using different interblock conductivity averaging schemes
Autorzy:
Szymkiewicz, A.
Tisler, W.
Burzyński, K.
Powiązania:
https://bibliotekanauki.pl/articles/94209.pdf
Data publikacji:
2015
Wydawca:
Uniwersytet im. Adama Mickiewicza w Poznaniu
Tematy:
numerical modelling
Richards' equation
hydraulic conductivity
modelowanie numeryczne
równanie Richardsa
przewodnictwo hydrauliczne
Opis:
Flow in unsaturated porous media is commonly described by the Richards equation. This equation is strongly nonlinear due to interrelationships between water pressure head (negative in unsaturated conditions), water content and hydraulic conductivity. The accuracy of numerical solution of the Richards equation often depends on the method used to estimate average hydraulic conductivity between neighbouring nodes or cells of the numerical grid. The present paper discusses application of the computer simulation code VS2DI to three test problems concerning infiltration into an initially dry medium, using various methods for inter-cell conductivity calculation (arithmetic mean, geometric mean and upstream weighting). It is shown that the influence of the averaging method can be very large for coarse grid, but that it diminishes as cell size decreases. Overall, the arithmetic average produced the most reliable results for coarse grids. Moreover, the difference between results obtained with various methods is a convenient indicator of the adequacy of grid refinement.
Źródło:
Geologos; 2015, 21, 3; 161-167
1426-8981
2080-6574
Pojawia się w:
Geologos
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A Numerical Study of Non-hydrostatic Shallow Flows in Open Channels
Autorzy:
Zerihun, Y. T.
Powiązania:
https://bibliotekanauki.pl/articles/240980.pdf
Data publikacji:
2017
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
turbulent flow
numerical modelling
non-hydrostatic pressure
rapidly-varied flow
hydraulic structures
Opis:
The flow field of many practical open channel flow problems, e.g. flow over natural bed forms or hydraulic structures, is characterised by curved streamlines that result in a non-hydrostatic pressure distribution. The essential vertical details of such a flow field need to be accounted for, so as to be able to treat the complex transition between hydrostatic and non-hydrostatic flow regimes. Apparently, the shallow-water equations, which assume a mild longitudinal slope and negligible vertical acceleration, are inappropriate to analyse these types of problems. Besides, most of the current Boussinesq-type models do not consider the effects of turbulence. A novel approach, stemming from the vertical integration of the Reynolds-averaged Navier-Stokes equations, is applied herein to develop a non-hydrostatic model which includes terms accounting for the effective stresses arising from the turbulent characteristics of the flow. The feasibility of the proposed model is examined by simulating flow situations that involve non-hydrostatic pressure and/or nonuniform velocity distributions. The computational results for free-surface and bed pressure profiles exhibit good correlations with experimental data, demonstrating that the present model is capable of simulating the salient features of free-surface flows over sharply-curved overflow structures and rigid-bed dunes.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2017, 64, 1; 17-35
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Integration of core, well logging and 2D seismic data to improve a reservoir rock model : a case study of gas accumulation in the NE Polish Carpathian Foredeep
Autorzy:
Man, H. Q.
Jarzyna, A.
Powiązania:
https://bibliotekanauki.pl/articles/2059715.pdf
Data publikacji:
2013
Wydawca:
Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:
hydraulic flow units
reservoir static modelling
porosity
permeability
well logging
2D seismics
Opis:
Geological models play a crucial role in the description and simulation of fluid flow of both hydrocarbon- and water-bearing strata. Methodology, based on the hydraulic flow unit build on the basis of core plug data combined with rock types determined from logs and 3D seismic cubes generated on the basis of 2D seismic sections is presented. It works as a possible exploration tool for the Miocene gas accumulations in the Carpathian Foredeep of Poland. Deterministic and stochastic, geostatistical methods were used to construct a static reservoir model from 2D seismic sections, lithological data and hydraulic flow unit data. A pseudo-3D seismic volume was generated from all of the 2D seismic data available, in order to aid the modelling of hydraulic flow units. This approach is applicable to other reservoirs, where the availability of seismic data is limited. This study demonstrates that even without 3D seismic data and with limited well log data, the proposed hydraulic flow unit approach can be successfully applied to reservoir modelling through the integration of diverse data sets for a wide range of scales.
Źródło:
Geological Quarterly; 2013, 57, 2; 289--306
1641-7291
Pojawia się w:
Geological Quarterly
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Determining the gas-water contact moving boundary in underground gas storage operation
Autorzy:
Pyanylo, J.
Vabrychuk, P.
Powiązania:
https://bibliotekanauki.pl/articles/1938602.pdf
Data publikacji:
2016
Wydawca:
Politechnika Gdańska
Tematy:
gas injection process modelling
withdrawal
porous media
gas replacing
gas-water contact
GWC
hydraulic integration
Opis:
We considered the characteristics of key technological objects involved in gas storage. Mathematical models of groups of hydraulically related objects (system mathematical models) are constructed and described. Problems are set and examples of application of analytical and numerical methods for their solution are provided
Źródło:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk; 2016, 20, 1; 33-41
1428-6394
Pojawia się w:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk
Dostawca treści:
Biblioteka Nauki
Artykuł

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