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Abstract

Sapropel is a layer of sediment composed of organic and inorganic substances that accumulates at the bottom of lakes. The water of such lakes often have elevated levels of heavy metals such as Cd, Cr, Cu, and Zn, which can pose risks to human health. Sapropel may be used as a biosorbent in removing these heavy metals from aqueous solutions. Various doses of sapropel ranging from 1 to 50 g/L and different mixing times from15 to150 minutes have been tested. The maximum removal efficiencies for Cd (93%), Cr (31%), Cu (84%), and Zn (84%) from aqueous solutions were achieved using the minimum doses of sapropel (50 g/L). The study has shown that mixing sapropel for 15 minutes is sufficient for the removal of Cr, 30 minutes for Cd and Cu, and 60 minutes for Zn.
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Bibliography

  1. Al-Saydeh, S.A., El-Naas, M.H. & Zaidi, S.J. (2017). Copper removal from industrial wastewater: A comprehensive review, Journal of Industrial and Engineering Chemistry, 56, pp. 35–44. DOI:10.1016/j.jiec.2017.07.026
  2. Baksiene, E. & Ciunys, A. (2012). Dredging of lake and application sapropel from improvement of light soil properties, Journal of Environment Engineering and Landscape Management, 20, 2, pp. 97-103. DOI: org/10.3846/16486897.2011.645824
  3. Barany, S. & Strelko, V. (2013). Laws and mechanism of adsorption of cations by different ion-exchange forms of silica gel, Adsorption, 19, pp. 769–776. DOI:10.1007/s10450-013-9516-5 A
  4. Becic, A., Railic, B., Dublevis, R., Mitrovic, D. & Spalevis, V. (2014). Application of sapropel in agricultural production, Agriculture and Forestry, 60, 2, pp. 243-250.
  5. Birgelaite, R., Valskys, V. & Ignatavicius, G. (2016). Use of sapropel for removal of heavy metals from solution, Science – Future of Lithuania, 8, 4, pp. 388–396. DOI:10.3846/mla.2016.946
  6. Blitz, J.P., Blitz, I.P., Gunko, V. & Sheeran, D. (2006). Functionalized surfaces: silica structure and metal ion adsorption behavior. [In:] Blitz, J.P. and Gun’ko, V. (eds.) Surface chemistry in biomedical and environmental science, NATO science series, II., vol. 228, Springer, Dordrechet, pp. 337–348. DOI:10.1007/1-4020-4741-x_30
  7. Cornu, J.Y., Huguenot, D., Jézéquel, K., Lollier, M. & Lebeau, T. (2017). Bioremediation of copper-contaminated soils by bacteria, World Journal of Microbiology and Biotechnology, 33, 2, pp. 1–9. DOI:10.1007/s11274-016-2191-4
  8. Council Directive 98/83/EC of 3 November 1998 on the Quality of Water Intended for Human Consumption, European Union: Brussel, Belgium, 1998.
  9. Daux, V., Foucault, A., Melieres, F. & Turpin, M. (2006). Sapropel - like pliocene sediments of Sicily deposited under oxygenated bottom water, Bulletin de la Societe geologique de France, 177, 2, pp. 79–88. DOI:10.2113/gssgfbull.177.2.79
  10. Falaciński, P. & Wojtkowska, M. (2021). The use of extraction methods to assess the immobilization of metals in hardening slurries, Archives of Environmental Protection, 47,3 pp.60-70. DOI:10.24425/aep.2021.138464
  11. Filippidi, A., Triantaphyllou, M.V. & Lange, G.J. (2016). Eastern–Mediterranean ventilation variability during sapropel S1 formation, evaluated at two sites influenced by deep–water formation from Adriatic and Aegean Seas, Quaternary Science Reviews, 144, pp. 95–106. DOI:10.1016/j.quascirev.2016.05.024
  12. Genchi, G., Sinicropi, M.S., Lauria, G. & Carocci A. (2020). The Effects of Cadmium Toxicity, International Journal of Environmental Research and Public Health, 17, 11, 3782. DOI:10.3390/ijerph17113782
  13. Gunko, V.M., Mironyuk, I.F., Zarko, V.I. & Matkovskij, O.K. (2004). Surface electric and titration behavior of fumed oxides, Colloids Surfaces, 240, pp. 9–25. DOI:10.1016/j.colsurfa.2004.03.014
  14. Gupta, A., Sharma, V., Sharma, K., Kumar, V., Choudhary, S., Mankotia, P., Kumar, B., Mishra, H., Moulick, A., Ekielski. A. & Mishra, P.K. (2021). A Review of Adsorbents for Heavy Metal Decontamination: Growing Approach to Wastewater Treatment, Materials, 14, 16, 4702. DOI:10.3390/ma14164702
  15. Jaishankar, M., Tseten, T., Anbalagan, N., Mathew, B.B. & Beeregowda, K.N. (2014). Toxicity, mechanism and health effects of some heavy metals, Interdisciplinary Toxicology, 7, 2, pp. 60-72. DOI:10.2478/intox-2014-0009
  16. Joseph, L., Jun, B.M., Flora, J.R.V., Park, C.M. & Yoon, Y. (2019). Removal of heavy metals from water sources in the developing world using low-cost materials: A review, Chemosphere, 229, pp. 142–159. DOI:10.1016/j.chemosphere.2019.04.198
  17. Lim, A.P. & Aris, A.Z. (2014). A review on economically adsorbents on heavy metals removal in water and wastewater, Reviews in Environmental Science and Biotechnology, 13, 2, pp. 163–181. DOI:10.1007/s11157-013-9330-2
  18. Liu, L., Xia, M., Hao, J., Xu, H. & Song, W. (2021). Biosorption of Pb (II) by the resistant Enterobacter sp.: Investigated by kinetics, equilibrium and thermodynamics, Archives of Environmental Protection, 47,3, pp. 28-36. DOI:10.24425/aep.2021.138461
  19. Manzoor, M.M. (2020). Environmental Biotechnology: For Sustainable Future, Bioremediation and Biotechnology, 2, pp. 241-258. DOI:10.1007/978-3-030-40333-1_14
  20. Noulas, C., Tziouvalekas, M. & Karyotis, T. (2018). Zinc in soils, water and food crops, Journal of Trace Elements in Medicine and Biology, 49, pp. 252–260. DOI:10.1016/j.jtemb.2018.02.009
  21. Obuka, V., Sinka, M., Klavins, M., Stankevica, K. & Korjakins, (2015). Sapropel as a Binder: Properties and Application Possibilities for Composite Materials. 2nd International Conference on Innovative Materials, Structures and Technologies, Materials Science and Engineering, 96, pp. 1-10. DOI:10.1088/1757-899x/96/1/012026
  22. Pavesi, T. & Moreira, J.C. (2020). Mechanisms and individuality in chromium toxicity in humans, Journal of Applied Toxicology, 40, 9, pp. 1183-1197. DOI:10.1002/jat.3965
  23. Rasool, A., Farooqi, A., Xiao, T., Masood, S., Kamran, M.A. & Bibi, S. (2016). Elevated levels of arsenic and trace metals in drinking water of Tehsil Mailsi, Punjab, Pakistan, Journal of Geochemical Exploration, 169, pp. 89–99. DOI:10.1016/j.gexplo.2016.07.013
  24. Sankhla, M.S., Kumar, R. & Prasad, L. (2019). Zinc Impurity in Drinking Water and Its Toxic Effect on Human Health, Indian Internet Journal of Forensic Medicine & Toxicology, 17, 4, 84. DOI:10.5958/0974-4487.2019.00015.4
  25. Singh, K., Renu, N.A. & Agarwal M. (2017). Methodologies for removal of heavy metal ions from wastewater: an overview, Interdisciplinary Environmental Review, 18, 2, 124. DOI:10.1504/ier.2017.087915
  26. Stankevica, K., Klavins, M., Rutina, L. & Cerina, A. (2013). Lake sapropel: a valuable resource and indicator of lake development. Advances in Environment, Computational Chemistry and Bioscience, pp. 247-252.
  27. Tahoon, M.A., Siddeeg, S.M., Alsaiari, N.S., Mnif, W. & Ben Rebah, F. (2020). Effective heavy metals removal from water using nanomaterials: A review, Processes, 8, 6, pp. 1–24. DOI:10.3390/pr8060645
  28. Tomno, R.M., Nzeve, J.K., Mailu, S.N., Shitanda, D. & Waswa F. (2020). Heavy metal contamination of water, soil and vegetables in urban streams in Machakos municipality, Kenya, Scientific African, 9, e00539. DOI:10.1016/j.sciaf.2020.e00539
  29. World Health Organization. Guidelines for Drinking-Water Quality (2011). 4th ed, World Health Organization: Geneva, Switzerland, pp. 398–403.
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Authors and Affiliations

Ramunė Albrektienė-Plačakė
1
Dainius Paliulis
2

  1. Department of Chemistry and Bioengineering, Vilnius TECH, Lithuania
  2. Department of Environmental Protection and Water Engineering, Vilnius TECH, Lithuania
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Abstract

The concept of estoppel appears in Anglo-Saxon judicature, and also applies in international relations. It is current both in peace-time and in conditions of armed conflict. At its most general, one can define estoppel as a voluntary renunciation of procedures for establishing proofs. A physical or legal entity, especially however a state, cannot deny the existence of facts or of a law if previously they have drawn advantage from these facts. The author analyses different forms of the concept of estoppel: I. on the basis of concrete physical action; 2. on the basis of a treaty, compromise, exchange of notes, publication, or other written from; 3. on the basis of the principle of legitimacy.
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Authors and Affiliations

Tadeusz Maria Gelewski
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Abstract

The paper presents an investigation of mass transfer in gas-liquid annular flow in a microreactor. The microreactor had a meandered shape with a square cross-section of the channel (292×292 μm, hydraulic diameter 292 μm) and 250 mm in length. The rate of CO2 absorption from the CO2/N2 mixture in NaOH (0.1 M, 0.2 M, 0.7 M, 1.0 M and 1.5 M) water solutions was measured. Two velocities of gas flow and two velocities of liquid flow were used. In two cases a fully developed annular flow at the beginning of the channel was observed, whilst in two cases annular flow was formed only in about 2/3 of the microchannel length. Based on the measurements of CO2 absorption rate, the values of volumetric liquid - side mass transfer coefficients with the chemical reaction were determined. Then physical values of coefficients were found. Obtained results were discussed and their values were compared with the values predicted by literature correlations.

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Authors and Affiliations

Paweł Sobieszuk
Karolina Napieralska
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Abstract

Under conditions of gravity flow, the performance of a distribution pipe network for drinking water supply can be measured by investment cost and the difference in real and target pressures at each node to ensure fairness of the service. Therefore, the objective function for the optimization in the design of a complex gravity flow pipe network is a multi-purpose equation system set up to minimize the above-mentioned two parameters. This article presents a new model as an alternative solution to solving the optimization equation system by combining the Newton–Raphson and genetic algorithm (GA) methods into a single unit so that the resulting model can work effectively. The Newton–Raphson method is used to solve the hydraulic equation system in pipelines and the GA is used to find the optimal pipe diameter combination in a net-work. Among application models in a complex pipe network consisting of 12 elements and 10 nodes, this model is able to show satisfactory performance. Considering variations in the value of the weighting factor in the objective function, opti-mal conditions can be achieved at the investment cost factor (ω1) = 0.75 and the relative energy equalization factor at the service node (ω2) = 0.25. With relevant GA input parameters, optimal conditions are achieved at the best fitness value of 1.016 which is equivalent to the investment cost of USD 56.67 thous. with an average relative energy deviation of 1.925 m.
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Bibliography

ABEBE A.J., SOLOMATINE D.P. 1998. Application of global optimization to the design of pipe networks. Proc. 3rd International Conference on Hydroinformatics. Copenhagen, August 1998. Balkema. Rotterdam p. 1–8.
AFSHAR M.H. 2006. Application of ant algorithm to pipe network optimization. Iranian Journal of Science & Technology. Transaction B, Engineering. Vol. 31. No. B5 p. 487–500.
AKLOG D., HOSOI Y. 2017. All-in-one model for designing optimal water distribution pipe networks. Journal of Engineering Drinking Water Engineering and Science. DOI 10.5194/dwes-10-33-2017.
ALI M.M., STOREY C. 1994. Modified controlled random search algorithms. International Journal of Computer Mathematics. Vol. 53. Iss. 3–4 p. 229–235.
BELLO A.D., WAHEED A., ALAYANDE, JOHNSON A.O., ISMAIL A, LAWAN U.F. 2015. Optimization of the designed water distribution system using MATLAB. International Journal of Hydraulic Engineering. Vol. 4(2) p. 37–44. DOI 10.5923/j.ijhe. 20150402.03.
GOLDBERG D.E. 1989. Genetic algorithms in search, optimization & machine learning. Addison-Wesley Publishing Co., Reading. ISBN 0201157675 pp. 432.
KADU M.S., GUPTA R., BHAVE P.R. 2008. Optimal design of water networks using a Modified Genetic Algorithm with reduction in search space. Journal of Water Resources Planning and Management. Vol. 134(2) p. 147–159.
KUMAR D., SUDHEER C.H., MATHUR S., ADAMOWSKI J. 2015. Multi-objective optimization of in-situ bioremediation of groundwater using a hybrid metaheuristic technique based on differential evolution, genetic algorithms and simulated annealing. Journal of Water and Land Development. No. 27 p. 29–40. DOI 10.1515/jwld-2015-0022.
MEMON K.K., NARUKLAR S.N. 2016. Review of pipe sizing optimization by Genetic Algorithm. IJIRST – International Journal for Innovative Research in Science & Technology. Vol. 3. Iss. 06 p. 138–141.
MOOSAVIAN N., JAEFARZADEH R. 2014. Hydraulic analysis of water supply networks using a modified Hardy Cross method. International Journal of Engineering, Transactions B: Applications. Vol. 27. No. 9 p. 1331–1338. DOI 10.5829/idosi. ije.2014.27.09c.02.
MTOLERA I., HAIBIN L., YE L., FENG S.B., XUE D., YI M. 2014. Optimization of tree pipe networks layout and size using Particle Swam Optimization. WSEAS Transactions on Computers. Vol. 13 p. 219–230.
PRICE W.L. 1983. Global optimization by controlled random search. Journal of Optimization Theory & Applications. Vol. 40 p. 333–348. DOI 10.1007/BF00933504.
RAJABPOUR R., TALEBBEYDOKHTI N. 2014. Simultaneous layout and pipe size optimization of pressurized irrigation networks. Basic Research Journal of Agricultural Science and Review. Vol. 3(12) p. 131–145.
SALEH C., SULIANTO 2011. Optimization diameter of pipe at fresh water network system. Journal of Academic Research International. Vol. 01. Iss. 02. No. 2 p. 103–109.
SÂRBU I. 2010. Optimization of water distribution networks. Proceeding of the Romanian Academy. Ser. A. Vol. 11. No. 4 p. 330–339.
SÂRBU I. 2011. Nodal analysis models of looped water distribution networks. ARPN Journal of Engineering and Applied Sciences. Vol. 6. No. 8 p. 115–125.
SHIVATAVA M., PRASAD V., KHARE R. 2015. Multi-objective optimization of water distribution system using particle swarm optimization. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE). Vol. 12. Iss. 6. Ver. I p. 21–28.
SOETOPO W., SUHARDJONO, ANDAWAYANTI U., SAYEKTI R.W., ISMOYO J. 2018. The comparison study for the models of reservoir release rule for irrigation. Case study: Sutami reservoir. Journal of Water and Land Development. No. 36 p. 153–160. DOI 10.2478/jwld-2018-0015.
SOLOMATINE D.P. 1998. Genetic and other global optimization algorithms – compareson and use in calibration problems. Proc. 3rd Intern. Conference on Hydroinformatics Copenhagen, August 1998. Balkema, Rotterdam p. 1021–1028.
SOMAIDA M., ELZAHAR M., SHARAAN M. 2011. A suggestion of optimization process for water pipe networks design. International Conference on Environment and BioScience IPCBEE. Vol. 21 p. 68–73.
SULIANTO 2015a. Programasi linier untuk pencarian diameter pipa optimal pada sistem jaringan pipa distribusi air bersih [Linear programming for search optimum diameter pipe in network pipe open in water supply system]. Journal of Media Teknik Sipil. Vol. 13. No. 1 p. 91–98.
SULIANTO 2015b. Pencarian diameter optimum pada sistim jaringan pipa terbuka dengan algoritma genetik. Di: Prosiding Seminar Nasional Teknik Sipil [The search optimum diameter on open network pipe system using GA. In: Proceeding National Conference Civil Engineering]. Program Studi Pasca Sarjana Teknik Sipil dan Perencanaan XI 2015 p. 191–204.
SULIANTO, BISRI M., LIMANTARA L.M., SISINGGIH D. 2018. Automatic calibration and sensitivity analysis of DISPRIN model parameters: A case study on Lesti watershed in East Java, Indonesia. Journal of Water and Land Development. No. 37 p. 141–152. DOI 10.2478/jwld-2018-0033.

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Authors and Affiliations

Sulianto
1
ORCID: ORCID
Ernawan Setiono
1
ORCID: ORCID
I Wayan Yasa
2
ORCID: ORCID

  1. University of Muhammadiyah Malang, Faculty of Engineering, Jl. Raya Tlogomas No. 246, 65114, Malang, Indonesia
  2. Mataram University, Faculty of Engineering, Mataram, Indonesia
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Abstract

In this paper, finite element modelling is employed for simulating and analysing seepage and slope stability of earthfill dam via GeoStudio software. Two products are employed, which are SLOPE/W for slope stability and SEEP/W for seepage analysis. The behaviour of earthfill dam with four different types of sandy soils having different values of hydraulic conductivity (K) has been studied. Different upstream (US) slopes of 1:2, 1:2.5, 1:3 and 1:3.5 for the earthfill dam are simulated. The downstream (DS) slope is constant at 1:2. The results showed for all the four types of soils that when the US slope is increased, the amount of seepage from the dam increases and the factor of safety (F) decreases. For each US slope, when K (type of soil) increases, both seepage and F increase. Fine sand soil is associated with less seepage and less F. Sixteen equations are obtained to predict both seepage and F with respect to US slope for each type of soil and K of the soil for US slope. An experimental model for earthfill dam is constructed in the laboratory of hydraulics, Benha University to investigate the seepage of water through earthfill dams. It is concluded that seepage decreased when K decreased, and when the US slope for each type of soil decreased. The seepage increased when K increased for each US slope. Seven equations are obtained to predict seepage with respect to US slope for each type of soil, and K for each US slope.

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Authors and Affiliations

Alaa N. El-Hazek
Neveen B. Abdel-Mageed
Mohammed H. Hadid
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Abstract

The aim of the present work was to determine the influence of the microstructural evolution of copper single crystals with the initial orientations of <001> and <111> after cold drawing on their corrosion resistance. Transmission electron microscopy, X-ray diffraction, and electron backscattering diffraction were used to characterize the microstructural changes. To evaluate the corrosion resistance after deformation, open circuit potential, electrochemical impedance spectroscopy, and potentiodynamic polarization analyses were conducted. The microstructural observations showed the presence of dislocation cell structures and shear bands in deformed sample with initial orientation <001> single crystal, as well as a strongly-developed substructure in sample <111>. The material with initial orientation of <001> was more resistive in analyzed medium than material with the initial orientation of <111>.

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Authors and Affiliations

M. Koralnik
A. Dobkowska
B. Adamczyk-Cieślak
ORCID: ORCID
J. Mizera
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Abstract

Photovoltaic (PV) technologies which play a role in PV market are divided into basic two types: wafer-based (1st generation PV) and thin-film cell (2nd generation PV). To the first category belong mainly crystalline silicon (c-Si) cells (both mono- and multi-crystalline). In 2015 around 90% of the solar market belonged to crystalline silicon. To the 2nd generation solar cells belongs thin film amorphous silicon (a-Si) or a combination of amorphous and microcrystalline silicon (a-Si/μc-Si), compound semiconductor cadmium telluride (CdTe), compound semiconductor made of copper, indium, gallium and selenium (CIS or CIGS) and III–V materials. The PV market for thin film technology is dominated by CdTe and CIGS solar cells. Thin film solar cells’ share for all thin film technologies was only 10% in 2015. New emerging technologies, called 3rd generation solar cells, remain the subject of extensive R&D studies but have not been used in the PV market, so far.

In this review the best laboratory 1st and 2nd generation solar cells that were recently achieved are described. The scheme of the layer structure and energy band diagrams will be analyzed in order to explain the boost of their efficiency with reference to the earlier standard designs.

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Authors and Affiliations

E. Płaczek-Popko
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Abstract

The list of shallow—water molluscs: chitons (2 species), gastropods (33 species) and bivalves (36 species) of Isfjorden is presented. Distribution, frequency and domination structure are discussed and zoogeographical analysis is presented.

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Authors and Affiliations

Olgierd Różycki

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