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Abstract

The Baltic is a unique brakish sea. Its moderate salinity is the result of the fresh river water input and non-periodic inflows of salty, oxygenated waters from the North Sea. However, the balance continually fluctuates. What impact does that have on the sea?

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Authors and Affiliations

Daniel Rak
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Abstract

The paper presents the propagation assessment and power quality parameters improvement system in power distribution grid. In this work main functionalities of the system are described focusing on the individual assessment module. The module is using CIRED/CIGRE C4.109 method which is based on the 10-minutes aggregated data. Three cases of individual emission assessment using real measurement data in the distribution system operator environment ware analyzed. The obtained results confirmed the legitimacy of using 10-minute data to assess the emissions of harmonics.
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Authors and Affiliations

Szymon Barczentewicz
1
Tomasz Rodziewicz
2
Andrzej Bień
1
Andrzej Firlit
1

  1. AGH University of Science and Technology, Poland
  2. TAURON Dystrybucja S.A., Poland
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Abstract

In this paper, numerical results of modeling of acoustic waves propagation are presented. For calculation of the acoustic fluctuations, a solution of the full non-linear Euler equation is used. The Euler equations are solved with the use of a numerical scheme of third-order accuracy in space and time. The paper shows a validation process of the described method. This method is suitable also for an aerodynamic noise assessment on the basis of unsteady mean flow field data obtained from a CFD calculations. In such case this method is called a hybrid CFD/CAA method. The proposed method is numerically decoupled with CFD solution, therefore the information about the mean unsteady flow field can be obtained using an arbitrary CFD method (solver). The accuracy of the acoustic field assessment depends on the quality of the CFD solutions. This decomposition reduces considerably the computational cost in comparison with direct noise calculations.

The presented Euler acoustic postprocessor (EAP) has been used for modeling of the acoustic waves propagation in a cavity and in the flow field around a cylinder and an aerodynamic profile.

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Authors and Affiliations

Włodzimierz Wróblewski
Tadeusz Chmielniak
Sebastian Rulik
Sławomir Dykas
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Abstract

The paper presents experimental investigations of pressure fluctuations near the tip clearance region of the rotor blades of the axial-flow low-speed compressor stage in stable and unstable parts of the overall performance characteristic. In this investigation, unsteady pressure was measured with the use of high frequency pressure transducers mounted on the casing wall of rotor passage. The pressure signals and their frequency characteristics were analyzed during the steady-state processes, before the rotating stall, during the transition from the steady-state process to the rotating stall, and during a stabilized phenomenon of low-frequency rotating stall. As the operating point moves to the unstable region of flow characteristic, an inception of the rotating stall can be observed, which rotates with a speed of about 41.4% of the rotor speed. The results of this study confirm that in the low-speed axial compressor stage operating in a rotating stall regime there appears one stall cell that spreads over to adjacent rotor blade channels. As the flow rate is reduced further, the frequency of the rotating stall decreased to 34.8% of the rotor speed and the number of blade channels with the stall cell increases.

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Authors and Affiliations

Andrzej Witkowski
Marcin Ziach
Mirosław Majkut
Michał Strozik
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Abstract

Large deformation in roadways is an inevitable problem faced by many coal mines, and bolt installation is widely adopted to keep roadway stability. To provide a theoretical basis for bolt supporting scheme design in order to eliminate hazards associated with roadway failure, the interaction principle between bolts and the bolted strata should be studied thoroughly. This research attempts to investigate the above principle through theoretical analysis through a group of selected statistics from fifteen different coal mines. At the same time, the thick board support method was proposed and applied for controlling the ribs deformation in a particular coal mine. It is concluded that the interaction of the rock-bolt entity is subjected to the fluctuation balance law. When deformation increases, the bolted structure experiences periodic equilibrium variation. Both the supporting force needed to stabilise the surrounding rocks and the supporting capability of bolted strata show a trend of decrease in this process. The interaction principle of surrounding rocks and bolts is in essence the mechanical phenomenon caused by their mutual load transformation, and the load-carrying capacity varies with the bolted structure’s deformation, which is subjected to the following law: elastic roadway>plastic roadway> fractured roadway>broken roadway. The designed bolted thickness of the ribs should be more than 1/5 of roadway height to make full use of the self-stability of surrounding rocks. Finite Difference Method simulation and on-site monitoring data showed that the roof subsidence and ribs convergence of 2201 roadway in Shuguang coal mine was reduced by 83.7% and 88.6% respectively after utilising the proposed support method, indicating that the thick-board method was effective. Results of this research can lay a foundation for support design in large deformation roadways.
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Bibliography

[1] P.K. Mandal, A.J. Das, N. Kumar, R. Bhattacharjee, S. Tewari, A. Kushwaha, Assessment of roof convergence during driving roadways in underground coal mines by continuous miner. Int. J. Rock Mech. Min. Sci. 108, 169-178 (2018).
[2] C .C. Li, G. Kristjansson, A.H. Høien, Critical embedment length and bond strength of fully encapsulated rebar rockbolts. Tunn. Undergr. Space Technol. 59, 16-23 (2016).
[3] C .G. Zhang, I. Canbulat, F. Tahmasebinia, B. Hebblewhite, Assessment of energy release mechanisms contributing to coal burst. Int. J. Min. Sci. Technol. 27 (1), 43-47 (2017).
[4] Q. Deng, Y Wang, M. Liu, J. Wei, Statistic analysis and enlightenment on coal mine accident of China from 2001~2013 periods. Coal Technol. 9, 73-75 (2014). (in Chinese).
[5] F.D. Gearhart, M.K. Mohamed, Vertical load capacities of roof truss cross members. Int. J. Min. Sci. Technol. 26 (3), 517-520 (2016).
[6] C .C. Li, G. Stjern, A. Myrvang, A review on the performance of conventional and energy-absorbing rockbolts. J. Rock Mech. Geotech. Eng. 6 (4), 315-327 (2014).
[7] S. Ding, H. Jing, K. Chen, G. Xu, B. Meng, Stress evolution and support mechanism of a bolt anchored in a rock mass with a weak interlayer. Int. J. Min. Sci. Technol. 27 (3), 573-580 (2017).
[8] H. Zhang, X. Miao, G. Zhang, Y. Wu, Y. Chen, Non-destructive testing and pre-warning analysis on the quality of bolt support in deep roadways of mining districts. Int. J. Min. Sci. Technol. 27 (6), 989-998 (2017).
[9] R. Šňupárek, P. Konečný, Stability of roadways in coalmines alias rock mechanics in practice. J. Rock Mech. Geotech. Eng. 2, 281-288 (2010).
[10] K. Yang, G. Xie, G. Tan, Experimental investigation on behaviors of bolt-supported rock strata surrounding an entry in large dip coal seam. J. Rock Mech. Geotech. Eng. 3 (1), 445-449 (2011).
[11] C . Zhou, Y. Chen, Q. Jiang, W. Lu, A generalized multi-field coupling approach and its application to stability and deformation control of a high slope. J. Rock Mech. Geotech. Eng. 3 (3), 193-206 (2011).
[12] H. Kang, Y. Wu, F. Gao, Deformation characteristics and reinforcement technology for entry subjected to mininginduced stresses. J. Rock Mech. Geotech. Eng. 3 (3), 207-219 (2011).
[13] Q. Chang, H. Zhou, Z. Xie, S. Shen, Anchoring mechanism and application of hydraulic expansion bolts used in soft rock roadway floor heave control. Int. J. Min. Sci. Technol. 23 (3), 323-328 (2013).
[14] G. Armand, A. Noiret, J. Zghondi, D. M. Seyedi, Short- and long-term behaviors of drifts in the Callovo-Oxfordian clay stone at the Meuse/Haute-Marne Underground Research Laboratory. J. Rock Mech. Geotech. Eng. 5 (3), 221-230 (2013).
[15] I. Khalymendyk, A. Brui, A. Baryshnikov, Usage of Cable Bolts for Gateroad Maintenance in Soft Rocks. J. Sustainable Min. 13 (3), 1-6 (2014).
[16] C .C. Li, Principles of rockbolting design. J. Rock Mech. Geotech. Eng. 9 (3), 396-414 (2017).
[17] R. Frith, G. Reed, M. McKinnon, Fundamental principles of an effective reinforcing roof bolting strategy in horizontally layered roof strata and areas of potential improvement. Int. J. Min. Sci. Technol. 28 (1), 67-77 (2018).
[18] T. Wu, C. Chen, H. Jun, R. Ting, Effect of bolt rib spacing on load transfer mechanism. Int. J. Min. Sci. Technol. 27 (3), 431-434 (2017).
[19] Y. Heritage, Mechanics of rib deformation Observations and monitoring in Australian coal mines. Int. J. Min. Sci. Technol. 29 (1), 119-129 (2019).
[20] G. Wu, W. Yu, J. Zuo, S. Du, Experimental and theoretical investigation on mechanisms performance of the rockcoal- bolt (RCB) composite system. Int. J. Min. Sci. Technol. 30 (6), 759-768 (2020).
[21] A. Sjölander, R. Hellgren, R. Malm, A. Ansell, Verification of failure mechanisms and design philosophy for a bolt-anchored and fiber-reinforced shotcrete lining. Eng Fail Anal. 116, 104741 (2020).
[22] H. Kang, J. Yang, X Meng, Tests and analysis of mechanical behaviors of rock bolt components for China’s coal mine roadways. J. Rock Mech. Geotech. Eng. 7 (1), 14-26 (2015).
[23] S. Sinha, Y.P. Chugh, Validation of critical strain technique for assessing stability of coal mine intersections and its potential for development of roof control plans. J. Rock Mech. Geotech. Eng. 10 (2), 380-389 (2018).
[24] R. Singh, S. Ram, A.K. Singh, A. Kumar, R. Kumar, A.K. Singh, Rock Mechanics Considerations for Roof Bolt- Based Breaker Line Design. Procedia Eng. 191, 551-559 (2017).
[25] P. Waclawik, R. Snuparek, R. Kukutsch, Rock Bolting at the Room and Pillar Method at Great Depths. Procedia Eng. 191, 575-582 (2017).
[26] P. Singh, A.J.S. (Sam) Spearing, K.V. Jessu, P.C.P. da S. Ribeiro, Establishing the need to model the actual state of stress along rock bolts. Int. J. Min. Sci. Technol. 30 (3), 279-286 (2020).
[27] P.C. Pinazzi, A.J.S. (Sam) Spearing, K.V. Jessu, P. Singh, R. Hawker, Mechanical performance of rock bolts under combined load conditions. Int. J. Min. Sci. Technol. 30 (2), 167-177 (2020).
[28] K. Mohamed, G. Rashed, Z.R. Guzina, Loading characteristics of mechanical rib bolts determined through testing and numerical modeling. Int. J. Min. Sci. Technol. 30 (1), 17-24 (2020).
[29] R. Abousleiman, G. Walton, S. Sinha, Understanding roof deformation mechanics and parametric sensitivities of coal mine entries using the discrete element method. Int. J. Min. Sci. Technol. 30 (1), 123-129 (2020).
[30] R. Das, T. Nath Singh, Effect of rock bolt support mechanism on tunnel deformation in jointed rockmass: A numerical approach. Undergr. Space (2020).
[31] W. Masny, Powered support in dynamic load conditions – numerical analysis. Arch. Min. Sci. 65 (3), 453-468 (2020).
[32] W. Li, N. Yang, B. Yang, H. Ma, T. Li, Q. Wang, G. Wang, Y. Du, M. Zhao, An improved numerical simulation approach for arch-bolt supported tunnels with large deformation. Tunn. Undergr. Space Technol. 77, 1-12 (2018).
[33] H. Lin, Z. Xiong, T. Liu, R. Cao, P. Cao, Numerical simulations of the effect of bolt inclination on the shear strength of rock joints. Int. J. Rock Mech. Min. Sci. 66, 49-56 (2014).
[34] S. Luo, W. Liang, Optimization of roadway support schemes with likelihood-based MABAC method. Appl. Soft Comput. 80, 80-89 (2019).
[35] L. Zhang, J. Liu, X. Cao, F. Yan, Mechanism and application of concrete-filled steel tubular support in deep and high stress roadway. Build. Mater. 186, 233-246 (2018).
[36] R. Cao, P. Cao, H. Lin, Support technology of deep roadway under high stress and its application. Int. J. Min. Sci. Technol. 26, 787-793 (2016).
[37] Q. Meng, L. Han, Y. Chen, J. Fan, S. Wen, L. Yu, H. Li, Influence of dynamic pressure on deep underground soft rock roadway support and its application. Int. J. Min. Sci. Technol. 26, 903-912 (2016).
[38] W. Huang, Q. Yuan, Y. Tan, J. Wang, G. Liu, G. Qu, C. Li, An innovative support technology employing a concretefilled steel tubular structure for a 1000-m-deep roadway in a high in situ stress field. Tunn. Undergr. Space Technol. 73, 26-36 (2018).
[39] G. Wu, S. Jia, W. Chen, J. Yuan, H. Yu, W. Zhao, An anchorage experimental study on supporting a roadway in steeply inclined geological formations. Tunn. Undergr. Space Technol. 82, 125-134 (2018).
[40] S. Van Duin, L. Meers, P. Donnelly, I. Oxley, Automated bolting and meshing on a continuous miner for roadway development. Int. J. Min. Sci. Technol. 23 (1), 55-61 (2013).
[41] M. Van Dyke, T. Klemetti, J. Wickline, Geologic data collection and assessment techniques in coal mining for ground control. Int. J. Min. Sci. Technol. 30 (1), 131-139 (2020).
[42] T.M. Klemetti, M. Van Dyke, I.B. Tulu, Deep cover bleeder entry performance and support loading: A case study. Int. J. Min. Sci. Technol. 28 (1), 85-93 (2018).
[43] J. Booth, A.M. Marshall, R. Stace, Probabilistic analysis of a coal mine roadway including correlation control between model input parameters. Comput. Geotech. 74, 151-162 (2016).
[44] P. Małkowski, The impact of the physical model selection and rock mass stratification on the results of numerical calculations of the state of rock mass deformation around the roadways. Tunn. Undergr. Space Technol. 50, 365-375 (2015).
[45] F. Ma, H. Yang, M. Zhan, Plastic deformation behaviors and their application in power spinning process of conical parts with transverse inner rib. J. Mater. Process. Technol. 210 (1), 180-189 (2010).
[46] L. Thenevin, B. Martín, F.H. Hassen, J. Schleifer, Z. Lubosik, A. Wrana, Laboratory pull-out tests on fully grouted rock bolts and cable bolts: Results and lessons learned. J. Rock Mech. Geotech. Eng. 9, 843-855 (2017).
[47] I. Canbulat, J. Hoelle, J. Emery, Risk management in open cut coal mines. Int. J. Min. Sci. Technol. 23 (3), 369-374 (2013).
[48] F.M. Mohee, A.A. Mayah, Effect of barrel, wedge material and thickness on composite plate anchor performance through analytical, finite element, experimental and 3D prototype investigations. Eng. Struct. 175, 138-154 (2018).
[49] V . Saberi, M. Gerami, A. Kheyoddin, Comparison of bolted end plate and T-stub connection sensitivity to component thickness. J. Constr. Steel. Res. 98, 134-145 (2014).
[50] S.S. Yang, The theory of thick anchor plate for anchoring and supporting coal mine roadways. Proceedings of 2010 Academic Annual Conference of Mining Professional Committee of China Coal Society 5 (2010). (in Chinese).
[51] W. Witkowski, M. Rucka, J. Chróścielewski, K. Wilde, On some properties of 2D spectral finite elements in problems of wave propagation. Finite Elem. Anal. Des. 55, 31-41(2012).
[52] S. Burzyński, J. Chróścielewski, K. Daszkiewicz, W. Witkowski, Geometrically nonlinear FEM analysis of FGM shells based on neutral physical surface approach in 6-parameter shell theory. Compos. Part B-Eng. (2016).
[53] E.H. Twizell, A.G. Bratsos, J.C. Newby, A finite-difference method for solving the cubic Schrödinger equation. Math. Comput. Simul. 43 (1), 67-75 (1997).
[54] G. Papakaliatakis, T.E. Simos, A finite difference method for the numerical solution of fourth-order differential equations with engineering applications. Comput. Struct. 65 (4), 491-495 (1997).
[55] R.D. Richtmyer, K.W. Morton, Difference Methods for Initial-Value Problems. (2nd ed.). Interscience Pub., New York (1967).
[56] S. Bock, New open-source ANSYS-SolidWorks-FLAC3D geometry conversion programs. J. Sustainable Min. 14 (3), 124-132 (2015).
[57] S.S. Yang, M.G. Qian, L. X. Kang, X.R. Jia, The theory of fluctuant equilibrium of interaction between surrounding rock and support of roadway. J. Taiyuan University of Technology 32 (4), 339-343 (2001). (in Chinese).
[58] M. Van Dyke, W.H. Su, J. Wickline, Evaluation of seismic potential in a longwall mine with massive sandstone roof under deep overburden. Int. J. Min. Sci. Technol. 28 (1), 115-119 (2018).
[59] H. Kang, L. Wu, F. Gao, H. Lv, J. Li, Field study on the load transfer mechanics associated with longwall coal retreat mining. Int. J. Rock Mech. Min. Sci. 124, 104141 (2019).
[60] Y. Wu, H. Kang, J. Wu, F. Gao, Deformation and support of roadways subjected to abnormal stresses. Procedia Eng. 26, 665-674 (2011).
[61] N . Bahrani, J. Hadjigeorgiou, Explicit reinforcement models for fully-grouted rebar rock bolts. J. Rock Mech. Geotech. Eng. 9, 267-280 (2017).
[62] Z. Niedbalski, T. Majcherczyk, Indicative assessment of design efficiency of mining roadways. J. Sustainable Min. 17, 131-138 (2018).
[63] R. Singh, P.K. Mandal, A.K. Singh, T.N. Singh, Cable-bolting-based semi-mechanised depillaring of a thick coal seam. Int. J. Rock Mech. Min. Sci. 18, 245-257 (2001).
[64] K. Rakesh, M.A. Kumar, S. Arun Kumar, S. Amit Kumar, R. Sahendra, S. Rajendra, Depillaring of total thickness of a thick coal seam in single lift using cable bolts: A case study. Int. J. Min. Sci. Technol. 26, 223-233 (2016).
[65] Y. Cai, T. Esaki, Y. Jiang, A rock bolt and rock mass interaction model. Int. J. Rock Mech. Min. Sci. 41, 1055-1067 (2004).
[66] M. Moosavi, R. Grayeli, A model for cable bolt-rock mass interaction: Integration with discontinuous deformation analysis (DDA) algorithm. Int. J. Rock Mech. Min. Sci. 43, 661-670 (2006).
[67] J.P. Zuo, J.H. Wen, Y.D. Li, Y. J. Sun, J.T. Wang, Y.Q. Jiang, L. Liu, Investigation on the interaction mechanism and failure behavior between bolt and rock-like mass. Tunn. Undergr. Space Technol. 93, 103070 (2019).
[68] R. Kumar, P.K. Mandal, A. Narayan, A.J. Das, Evaluation of load transfer mechanism under axial loads in a novel coupler of dual height rock bolts. Int. J. Min. Sci. Technol. (2021).
[69] N . Che, H. Wang, M. Jiang, DEM investigation of rock/bolt mechanical behaviour in pull-out tests. Particuology, (2020).
[70] L. Cui, J.J. Zheng, Q. Sheng, Y. Pan, A simplified procedure for the interaction between fully-grouted bolts and rock mass for circular tunnels. Comput. Geotech. 106, 177-192 (2019).
[71] X. Wu, Y. Jiang, Z. Guan, G. Wang, Estimating the support effect of energy-absorbing rock bolts based on the mechanical work transfer ability. Int. J. Rock Mech. Min. Sci. 103, 168-178 (2018).
[72] Y. Cai, Y. Jiang, I. Djamaluddin, T. Iura, T. Esaki, An analytical model considering interaction behavior of grouted rock bolts for convergence-confinement method in tunneling design. Int. J. Rock Mech. Min. Sci. 76, 112-126 (2015).

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Authors and Affiliations

Xun Yuan
1
ORCID: ORCID
Shuangsuo Yang
2
ORCID: ORCID

  1. Sichuan University – The Hong Kong Polytechnic University, Institute for Disaster Managementand Reconstruction, 610207 Chengdu, China
  2. Taiyuan University of Technology, College of Mining Engineering, 030024 Taiyuan, China
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Abstract

The aim of the study was to determine the influence of the load on the water accumulation embankment crown on changes in the course of the filtration curve in its body. The study was carried out with a medium-size filtration apparatus. We made a model of hydrotechnical embankment with the following dimensions. Width: base 2.0 m, crown 0.5 m. Slope inclination: waterside 1:1.5, landside 1:1. Embankment height 0.6 m, width 1.0 m, weight 900 kg. The construction mater-ial included a homogeneous mineral subsoil classified as silty medium sand (siMSa). The embankment model made in a medium-size apparatus kept the accumulation level at a height of 0.5 m. With data from the recording systems, we deter-mined the course of the filtration curve. Next, we kept on loading and relieving the embankment crown using an actuator and a VSS plate with a diameter of 300 mm. During this process, we recorded changes in the level of the water table inside the embankment. A decrease in the water table was observed as a result of increased load. Once the load on the embankment crown was reduced, the water level inside the embankment increased. The embankment model built from natural soil works well as a structure that keeps damming water in a continuous manner. The use of drainage in the form of a stone prism at the foot of the landside slope allows protecting the slope against the negative influence of filtration (piping, lique-faction).

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Authors and Affiliations

Mariusz Cholewa
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Abstract

The paper concentrates on seasonal and spatial variations of sub-daily water temperature dynamics in lowland agricultural streams. Temperature monitoring was carried out in 24 sampling sites distributed along the tributaries of the Wkra River during the hydrological year 2021. Statistical analysis of the obtained data documented the highest water temperature dynamics in the morning, from 5:00 to 9:00 CEST, while the lowest – from 14:00 to 18:00 CEST. Seasonally, greater water dynamics were noted in the winter, expressed by a coefficient of variation reaching up to 100%. Spatially, the highest dynamics occurred in sites with the lowest proportion of riparian vegetation, while the lowest dynamics was related to higher catchment area. In the winter, the minimum daily values were recorded most frequently in the morning hours, while maximum values in the afternoon. A similar pattern was observed in the summer, but with much lower dispersion of the relative frequencies. It was found that in the winter, the dominant influence on temperature dynamics was exerted in the upstream catchment area, while in the summer, a negative relationship with riparian shade was marked. The findings suggest that the presence of riparian vegetation reduces diurnal dynamics of water temperature and is simultaneously extremely important in prolonging the duration of optimum fluctuation, responsible for the proper development of poikilothermic organisms.
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Authors and Affiliations

Weronika Skorupa
1
ORCID: ORCID
Maksym Łaszewski
1
ORCID: ORCID

  1. University of Warsaw, Faculty of Geography and Regional Studies, Krakowskie Przedmieście St, 30, 00–927 Warsaw, Poland
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Abstract

The research analyzed seasonal changes of the oxygen regime and related indicators on the example of water objects of the Ukrainian Polesie Region. The region shows different directions of economic use. Zebrafish ( Danio rerio Hamilton–Buchanan) and the Prussian carp ( Carassius auratus gibelio Bloch) were used as test objects to investigate survival responses. Dissolved oxygen (DO) concentration in water, pH values and temperatures were determined by standard methods. Based on research results, the main problems were determined pertaining to the oxygen regime of investigated waters, i.e. the increase in temperature and toxicity of the aquatic environment in the summer. A rather dangerous decrease in DO concentration, almost up to the levels of maximum allowable concentration (MAC) (4.10 mg∙dm–3 in group E1 and 6.07 mg∙dm–3 in group E2), was observed in August and it was typical for the reservoirs with a slow water movement. Flowing river waters (group E3) were eliminated due to their better aeration compared to other groups. The correlation analysis based on the presented data revealed a high and average degree of probable correlation between the DO concentration and water temperature, as well as an average degree of correlation with general toxicity determined on sensitive species of D. rerio, and in group E1 on the persistent species C. auratus gibelio as well. The interrelations and equations of the rectilinear regression can be used to predict the oxygen regime of the waters investigated and other surface waters having similar problems.
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Authors and Affiliations

Ella O. Aristarkhova
1
ORCID: ORCID
Tetiana P. Fedoniuk
2
ORCID: ORCID
Ludmila D. Romanchuk
1
ORCID: ORCID
Sergii V. Latushynskyi
1
ORCID: ORCID
Iryna V. Kot
1
ORCID: ORCID

  1. Polissia National University, Faculty of Forestry and Ecology, Zhytomyr, Ukraine
  2. Polissia National University, Educational and Scientific Center of Ecology and Environmental Protection, Staryi Blvd, 7, Zhytomyr, Zhytomyrs'ka oblast, 10008 Ukraine
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Abstract

The scaling of turbulence characteristics such as turbulent fluctuation velocity, turbulent kinetic energy and turbulent energy dissipation rate was investigated in a mechanically agitated vessel 300 mm in inner diameter stirred by a Rushton turbine at high Reynolds numbers in the range 50 000 < Re < 100 000. The hydrodynamics and flow field was measured using 2-D TR PIV. The convective velocity formulas proposed by Antonia et al. (1980) and Van Doorn (1981) were tested. The turbulent energy dissipation rate estimated independently in both radial and axial directions using the one-dimensional approach was not found to be the same in each direction. Using the proposed correction, the values in both directions were found to be close to each other. The relation ε/(N3·D2) ∞ const. was not conclusively confirmed.

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Authors and Affiliations

Radek Šulc
Vít Pešava
Pavel Ditl
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Abstract

The velocity field around the standard Rushton turbine was investigated by the Laser Doppler Anemometry (LDA) and Particle Image Velocimetry (PIV) measurements. The mean ensembleaveraged velocity profiles and root mean square values of fluctuations were evaluated at two different regions. The first one was in the discharge stream in the radial direction from the impeller where the radial flow is dominant and it is commonly modelled as a swirling turbulent jet. The validity range of the turbulent jet model was studied. The second evaluated region is under the impeller where flow seems to be at first sight rather rigorous but obtained results show nonnegligible values of fluctuation velocity.

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Authors and Affiliations

Bohuš Kysela
Jiří Konfršt
Ivan Fořt
Michal Kotek
Zdeněk Chára
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Abstract

This paper analyses the effectiveness of determining gas concentrations by using a prototype WO3 resistive gas sensor together with fluctuation enhanced sensing. We have earlier demonstrated that this method can determine the composition of a gas mixture by using only a single sensor. In the present study, we apply Least-Squares Support-Vector-Machine-based (LS-SVM-based) nonlinear regression to determine the gas concentration of each constituent in a mixture. We confirmed that the accuracy of the estimated gas concentration could be significantly improved by applying temperature change and ultraviolet irradiation of the WO3 layer. Fluctuation-enhanced sensing allowed us to predict the concentration of both component gases.
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Authors and Affiliations

Łukasz Lentka
Janusz M. Smulko
Radu Ionescu
Claes G. Granqvist
Laszlo B. Kish
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Abstract

Products of Gaussian noises often emerge as the result of non-linear detection techniques or as parasitic effects, and their proper handling is important in many practical applications, including fluctuation-enhanced sensing, indoor air or environmental quality monitoring, etc. We use Rice’s random phase oscillator formalism to calculate the power density spectra variance for the product of two Gaussian band-limited white noises with zero-mean and the same bandwidth W. The ensuing noise spectrum is found to decrease linearly from zero frequency to 2W, and it is zero for frequencies greater than 2W. Analogous calculations performed for the square of a single Gaussian noise confirm earlier results. The spectrum at non-zero frequencies, and the variance of the square of a noise, is amplified by a factor two as a consequence of correlation effects between frequency products. Our analytic results are corroborated by computer simulations.

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Authors and Affiliations

Laszlo Bela Kish
Robert Mingesz
Zoltan Gingl
Claes-Göran Granqvist
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Abstract

This paper presents a portable exhaled breath analyser, developed to detect selected diseases. The set-up

employs resistive gas sensors: commercial MEMS sensors and prototype gas sensors made of WO3 gas

sensing layers doped with various metal ingredients. The set-up can modulate the gas sensors by applying

UV light to induce physical changes of the gas sensing layers. The sensors are placed in a tiny gas

chamber of a volume of about 22 ml. Breath samples can be either injected or blown into the gas chamber

when an additional pump is used to select the last breath phase. DC resistance and resistance fluctuations

of selected sensors using separate channels are recorded by an external data acquisition board. Low-noise

amplifiers with a selected gain were used together with a necessary bias circuit. The set-up monitors other

atmospheric parameters interacting with the responses of resistive gas sensors (humidity, temperature, atmospheric

pressure). The recorded data may be further analysed to determine optimal detection methods.

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Authors and Affiliations

Andrzej Kwiatkowski
Tomasz Chludziński
Janusz Smulko
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Abstract

Among the several crises that occurred in the 16th century, the famine crisis and high prices in the years 1569–1574 had exceptional significance, as its intensity, scope and duration far out-weighed other economic collapses of the century. Despite this, the course of events and the consequences have been of virtually no interest to historians over the years, which begs the question: why? As it seems, the events connected with the crises in question were overshadowed in Western historiography by other numerous and significant political events at the time, such as the Battle of Lepanto (1571) and the Night of St. Bartholomew in France (1572). In the Polish-‑Lithuanian state, in contrast, between 1569 and 1574, the famine and high prices coincided with a crisis of royal power and the state. This, indeed, drew the attention of historians, but only to political issues, among them the Polish‑Lithuanian union of 1569, the succession to the throne after the heirless Sigismund Augustus died, the first free election, religious disputes, the flight of King Henryk Walezy (Henry III), and the neighbouring wars, rather than to the social problems connected with the mass death of the poorest in the state, and the resulting economic problems. Therefore, in this article, the author synthesises the course of the famine crisis of 1569–1574 in the Polish‑Lithuanian state and hypothesises that the events and implications of this crisis largely preserved the mentality of the nobility in the following centuries and their dominance in the economic and political life of the Commonwealth. This crisis also influenced a choice of different path for development of the Commonwealth compared to other European countries. To clarify, the author does not claim to have exhausted the subject, and the article is intended to spur a discussion and further detailed research.
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Authors and Affiliations

Jacek Wijaczka
1
ORCID: ORCID

  1. Wydział Nauk Historycznych UMK w Toruniu
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Abstract

The main points of the UPoN-2018 talk and some valuable comments from the Audience are briefly summarized. The talk surveyed the major issues with the notion of zero-point thermal noise in resistors and its visibility; moreover it gave some new arguments. The new arguments support the old view of Kleen that the known measurement data “showing” zero-point Johnson noise are instrumental artifacts caused by the energy-time uncertainty principle. We pointed out that, during the spectral analysis of blackbody radiation, another uncertainty principle is relevant, that is, the location-momentum uncertainty principle that causes only the widening of spectral lines instead of the zero-point noise artifact. This is the reason why the Planck formula is correctly confirmed by the blackbody radiation experiments. Finally a conjecture about the zero-point noise spectrum of wide-band amplifiers is shown, but that is yet to be tested experimentally.

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Laszlo B. Kish
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Abstract

Gas-liquid flows abound in a great variety of industrial processes. Correct recognition of the regimes of a gasliquid flow is one of the most formidable challenges in multiphase flow measurement. Here we put forward a novel approach to the classification of gas-liquid flow patterns. In this method a flow-pattern map is constructed based on the average energy of intrinsic mode function and the volumetric void fraction of gas-liquid mixture. The intrinsic mode function is extracted from the pressure fluctuation across a bluff body using the empirical mode decomposition technique. Experiments adopting air and water as the working fluids are conducted in the bubble, plug, slug, and annular flow patterns at ambient temperature and atmospheric pressure. Verification tests indicate that the identification rate of the flow-pattern map developed exceeds 90%. This approach is appropriate for the gas-liquid flow pattern identification in practical applications.

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Authors and Affiliations

Sun Zhiqiang
Gong Hui
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Abstract

A correlation measuring tool for an endogenous pulsed neutron source experiment is developed in this work. Paroxysmal pulses generated by a bursts of neutron chains are detected by a 10-kbit embedded shift register with a time resolution of 100 ns. The system is implemented on a single reprogrammable device making it a compact, cost-effective instrument, easily adaptable for any case study. The system was verified experimentally in the Esfahan heavy-water zero power reactor (EHWZPR). The results obtained by the measuring tool are validated by the Feynman-α experiment, and a good agreement is seen within the boundaries of statistical uncertainties. The theory of the methods is briefly initiated in the text. Also, the system structure is described, the experimental results and their uncertainties are discussed, and neutron statistics in EHWZPR is examined experimentally.

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Authors and Affiliations

Mohammad Arkani
Hossein Khalafi
Naser Vosoughi
Samad Khakshournia
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Abstract

To find effective and practical methods to distinguish gas-liquid two-phase flow patterns, new flow pattern maps are established using the differential pressure through a classical Venturi tube. The differential pressure signal was first decomposed adaptively into a series of intrinsic mode functions (IMFs) by the ensemble empirical mode decomposition. Hilbert marginal spectra of the IMFs showed that the flow patterns are related to the amplitude of the pressure fluctuation. The cross-correlation method was employed to sift the characteristic IMF, and then the energy ratio of the characteristic IMF to the raw signal was proposed to construct flow pattern maps with the volumetric void fraction and with the two-phase Reynolds number, respectively. The identification rates of these two maps are verified to be 91.18% and 92.65%. This approach provides a cost-effective solution to the difficult problem of identifying gas-liquid flow patterns in the industrial field.

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Authors and Affiliations

Zhiqiang Sun
Luyang Chen
Fengyan Yao

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