Search results

Filters

  • Journals
  • Authors
  • Keywords
  • Date
  • Type

Search results

Number of results: 8
items per page: 25 50 75
Sort by:
Download PDF Download RIS Download Bibtex

Abstract

The pesticide persistence, in particular in soils, often significantly exceeding the declarations of their manufacturers is surprising. There are many publications devoted to the explanation of this phenomenon in the field literature, but the diverse research methodologies used may lead to the ambiguous conclusions. On the basis of the collected literature, the attempt was made to systematize the available information on the interactions of commonly used groups of pesticides with individual soil components. The complex mechanisms of interactions between pesticides and soil based on van der Waals forces, ionic and covalent bonding, ligand exchange and charge transfer complexes formation were demonstrated. It was also proved that the nature of interactions is strictly dependent on the structure of the pesticide molecule. The conclusion of the review may contribute to the choice of plant protection products that, in addition to their effectiveness, are as little ballast for the environment as possible.

Go to article

Authors and Affiliations

Hanna Barchańska
1
Marianna Czaplicka
2
ORCID: ORCID
Joanna Kyzioł-Komosińska
2

  1. Silesian University of Technology, Poland
  2. Institute of Environmental Engineering, Polish Academy of Sciences
Download PDF Download RIS Download Bibtex

Abstract

This study was undertaken to determine the effectiveness of biosurfactants - saponin, tannin and rhamnolipids JBR 515 and 425, for the removal of cadmium, zinc and copper from activated sludge immobilized in 1.5% sodium alginate with 0.5% polyvinyl alcohol. We also established the impact of pH value on biosorbent regeneration with the analyzed biosurfactants and determined the critical micelle concentration (CMC) in solutions containing the biosorbent and biosurfactant and in exact samples with heavy metals. Saponin exhibited the highest effectiveness of metals leaching at pH 1-5, and rhamnosides at pH 5-6. In addition, the study demonstrated a significant effect of the ratio of biosorbent mass to washing agent volume (m/V) on the effectiveness of metals leaching. Of the biosurfactants analyzed, saponin was ca. 100% effective in leaching zinc and copper. The effectiveness of the other biosurfactants was lower and depended on the metal being leached

Go to article

Authors and Affiliations

Małgorzata Kuczajowska-Zadrożna
Urszula Filipkowska
Tomasz Jóźwiak
Download PDF Download RIS Download Bibtex

Abstract

The process of carbon dioxide removal from monoethanolamine (MEA) - water solution was investigated on Poly Di Methyl Siloxane (PDMS) hydrophobic tubular membrane with a ceramic support. The effects of feed temperature, liquid flow rate and MEA concentration on CO2 mass transfer and selectivity were examined and found to be with a reasonable deviation (±25%) with predictions based on the multilayer film model. The membrane resistance was evaluated in separate experiments. The measured CO2 mass fluxes (0.17-0.45 kg/(m2h)) were found to be independent of the MEA concentration in the feed.

Go to article

Authors and Affiliations

Roman Krupiczka
Adam Rotkegel
Zenon Ziobrowski
Download PDF Download RIS Download Bibtex

Abstract

The dynamic performance of cylindrical double-tube adsorption heat pump is numerically analysed using a non-equilibrium model, which takes into account both heat and mass transfer processes. The model includes conservation equations for: heat transfer in heating/cooling fluids, heat transfer in the metal tube, and heat and mass transfer in the adsorbent. The mathematical model is numerically solved using the method of lines. Numerical simulations are performed for the system water-zeolite 13X, chosen as the working pair. The effect of the evaporator and condenser temperatures on the adsorption and desorption kinetics is examined. The results of the numerical investigation show that both of these parameters have a significant effect on the adsorption heat pump performance. Based on computer simulation results, the values of the coefficients of performance for heating and cooling are calculated. The results show that adsorption heat pumps have relatively low efficiency compared to other heat pumps. The value of the coefficient of performance for heating is higher than for cooling

Go to article

Authors and Affiliations

Kinga Kowalska
Bogdan Ambrożek
Download PDF Download RIS Download Bibtex

Abstract

The processes occurring at the marine water - atmosphere boundary layer and involving selected important components of our environment arc discussed. Special attention is focused on the specific role of the marine water surface microlayer in transfer of those components, properties of aerosols, fundamental question of CO2 absorption/desorption balance and environmental conditions enabling re-emission of mercury from marine water into the atmosphere. Simple laboratory experiments on CO2 absorption from atmosphere and desorption of CO2 from marine water arc shown as an initial point for any wider discussion on the global carbon budget. The emission of mercury to the atmosphere is considered to be promoted by the solar radiation. Under strong solar radiation the ability of organic matter to reduce these ions is enhanced thus making the emission more effective. The phenomenon observed seems to be confirmed by the analysis of the data for months of low and high radiation intensity. A sign i fi cant role of atmospheric iron in cutophication of southern Baltic is emphasized. Concentration of this clement in dry and wet deposition is, however, too low to prevent limitation of phytoplankton growth in marine water.
Go to article

Authors and Affiliations

Lucyna Falkowska
Anita Lewandowska
Jozef Magoński
Download PDF Download RIS Download Bibtex

Abstract

There are currently large quantities of heterogeneous contaminated sites and the in-situ thermal conductive heating (TCH) technology have been widely used in soil remediation. Some engineering cases have shown that when soil remediation of heterogeneous sites use TCH technology, the gases carrying contaminants migrate laterally and contaminate clean areas. However, there are relatively few domestic studies on this phenomenon. Some international scholars have confirmed the occurrence of this phenomenon on the laboratory scale, but have not proposed an effective solution to the above scientific question. This study first introduced the heating mechanism and heating process of TCH. Meanwhile, the forms and transformation mechanism of organic contaminants were fully expounded during soil remediation by TCH. In addition, the formation, migration, accumulation, and lateral diffusion of gaseous contaminants were comprehensively reviewed during the in-situ thermal desorption of heterogeneous strata. Finally, arrangement methods of extraction pipes to effectively capture gas are provided for the heterogeneous contaminated soils remediated by TCH. The results of this study will provide theoretical and technical support for in-depth understanding of steam movement in heterogeneous formations and the remediation of heterogeneous contaminated sites by TCH technology.
Go to article

Bibliography

  1. Baker, R. & Heron, G. (2004). In-Situ delivery of heat by thermal conduction and steam injection for improved DNAPL remediation.TerraTherm, Inc., Fitchburg USA2004.
  2. Baker, R., Lachance, J. & Heron, G. (2006). In-pile thermal desorption of PAHs, PCBs and dioxins/furans in soil and sediment. Land Contamination & Reclamation, 14(2), pp. 620–624. DOI:10.2462/09670513.731
  3. Biache, C., Mansuy-Huault, L., Faure, P., Munier-Lamy, C. & Leyval, C. (2008). Effects of thermal desorption on the composition of two coking plant soils:impact onsolvent extractable organic compounds and metal bioavailability. Environmental Pollution, 3, pp. 671–677. DOI:10.1016/j.envpol.2008.06.020
  4. Bonnard, M., Devin, S., Leyval, C., Morel, J.L. & Vasseur, P. (2010). The influence of thermal desorption on genotoxicity of multipolluted soil. Ecotoxicology and Environmental Safety, 73, pp. 955–960. DOI:10.1016/j.ecoenv.2010.02.02
  5. Brooks, M.C., Wise, W.R. & Annable, M.D. (1999). Fundamental changes in in situ air sparging how patterns. Groundwater Monitoring & Remediation, 19(2), pp. 105–113. DOI:10.1111/j.1745-6592.1999.tb00211.x
  6. Burghardt, J.M. & Kueper, B.H. (2008). Laboratory study evaluating heating of tetrachloroethylene impacted soil. Groundwater Monitoring & Remediation, 28(4), pp. 95–106. DOI:10.1111/ j.1745-6592.2008.00214.x
  7. Carey, V.P. (2007). Liquid-Vapor Phase-change Phenomena, second ed. Taylor and Francis, New York 2007. Cébron, A., Cortet, J., Criquet, S., Biaz, A., Calvert, V., Caupert, C., Pernin, C. & Leyval, C. (2011). Biological functioning of PAHpolluted and thermal desorption-treated soils assessed by fauna and microbial bioindicators. Research in Microbiology, 162, pp. 896–907. DOI:10.1016/j.resmic.2011.02.011
  8. Chiou, C.T., Porter, P.E. & Schmedding, D.W. (1983). Partition equilibria of nonionic organic compounds between soil organic matter and water. Environmental science & technology, 17, pp. 27–231, DOI:10.1021/es00110a009
  9. Chen, F., Freedman, D.L., Falta, R.W. & Murdochb, L.C. (2012). Henry’slaw constants of chlorinated solvents at elevated temperatures. Chemosphere, 86(2), pp. 156–165. DOI:10.1016/j. chemosphere.2011.10.004
  10. Geistlinger, H., Krauss, G., Lazik, D. & Luckner, L. (2006). Direct gas injection into saturated glass beads: Transition from incoherent to coherent gas flow pattern. Water Resources Research, 42, W07403. DOI:10.1029/2005WR004451
  11. Hegele, P.R. & Mumford, K.G. (2014) Gas production and transport during bench-scale electrical resistance heating of water and trichloroethene. Journal of Contaminant Hydrology, 165, pp. 24–36, DOI:10.1016/j.jconhyd.2014.07.002
  12. Heron, G., Bierschenk, J., Swift, R., Watson, R. & Kominek, M. (2016). Thermal DNAPL source zone treatment impact on a CVOC plume. Groundwater Monitoring & Remediation, 36(1), pp. 26–37. DOI:10.1111/gwmr.12148
  13. Heron, G., Carroll, S. & Nielsen, S.G. (2005). Full-scale removal of DNAPL constituents using steam enhanced extraction and electrical resistance heat. Groundwater Monitoring & Remediation, 25(4), pp. 92–107. DOI:10.1111/j.1745- 6592.2005.00060.x
  14. Heron, G., Lachance, J. & Baker R. (2013). Removal of PCE DNAPL from tight clays using in situ thermal desorption. Groundwater Monitoring & Remediation, 3(4), pp. 31–43. DOI:10.1111/ gwmr.12028
  15. Heron, G., Parker, K., Galligan, J. & Holmes, T.C. (2009). Thermal treatment of 8 CVOC source areas to near nondetect concentrations. Groundwater Monitoring & Remediation, 29(3), pp. 56–65. DOI:10.1111/j.1745-6592.2009.01247.
  16. Hicknell, B.N., Mumford, K.G. & Kueper, B.H. (2018). Laboratory study of creosote removal from sand at elevated temperatures. Contam Hydrol, 219, pp. 40–49. DOI:10.1016/j. jconhyd.2018.10.00
  17. Hiester, U., Muller, M., Koschitzky, H. & Trötschler, O. (2013). In situ thermal treatment for source zone remediation of soil and groundwater. British Medical Journal, 31, pp. 482–484.
  18. Janfada, T.S., Class, H., Kasiri, N. & Dehghani, M.R. (2020). Comparative experimental study on heat-up efficiencies during injection of superheated and saturated steam into unsaturated soil. International Journal of Heat and Mass Transfer, 158, 119235. DOI:10.1016/j.ijheatmasstransfer.2019.119235
  19. Jones, S.F., Evans, G.M. & Galvin K.P. (1999). Bubble nucleation from gas cavities – a review. Adv. Colloid Interfac, 80, pp. 27–50. DOI:10.1016/S0001-8686(98)00074-8
  20. Kueper, B.H. & McWhorter, D.B. (1991). The behaviour of dense, nonaqueous phase liquids in fractured clay and rock. Ground Water, 29(5), pp. 716–728. DOI:10.1111/j.1745-6584.1991. tb00563.
  21. Kunkel, A.M., Seibert, J.J., Elliott, L.J., Kelley, R., Katz, L.E. & Pope, G.A. (2006). Remediation of elemental mercury using in situ thermal desorption(ISTD). Environmental Science & Technology, 40(7), pp. 2384–2389. DOI:10.1021/es050358
  22. Li, K. & Horne, R.N. (2002). A capillary model for geothermal reservoirs. Proceedings of the GRC 2002 Annual Meeting,September 23–25, 2002, Reno, USA: Geothermal Resources Council Trans.
  23. Magdalena. M.K., Mumford, K.G., Johnson, R.L. & Sleep, B.E. (2011) Modeling discrete gas bubble formation and mobilization during subsurface heating of contaminated zones. Advances in Water Resources, 34, PP. 537–549. DOI:10.1016/j. advwatres.2011.01.010
  24. Martin, E.J. & Kueper, B.H. (2011). Observation of trapped gas during electrical resistance heating of trichloroethylene under passive venting conditions. Journal of Contaminant Hydrology, 126, pp. 291–300. DOI:10.1016/j.jconhyd.2011.09.004
  25. Martin, E.J., Mumford, K.G. & Kueper, B.H. (2016). Electrical resistance heating of clay layers in water-saturated sand. Groundwater Monitoring & Remediation, 36(1), pp. 54–61. DOI:10.1111/gwmr.12146
  26. Martin, E.J., Mumford, K.G, Kueper, B.H. & Siemens, G.A. (2017). Gas formation in sand and clay during electrical resistance heating. International Journal of Heat and Mass Transfer, 110, pp. 855–862. DOI:10.1016/j.ijheatmasstransfer.2017.03.056
  27. Mumford, K.G., Martin, E.J. & Kueper, B.H. (2021). Removal of trichloroethene from thin clay lenses by electrical resistance heating: Laboratory experiments and the effects of gas saturation. Journal of Contaminant Hydrology, 243, 103892. DOI:10.1016/J. JCONHYD.2021.103892
  28. Mumford, K.G., Smith, J.E. & Dickson, S.E. (2008). Mass flux from a non-aqueous phase liquid pool considering spontaneous expansion of a discontinuous gas phase. Journal of Contaminant Hydrology, 98, pp. 85–96. DOI:10.1016/j.jconhyd.2008.02.007
  29. Munholland, J.L. (2015) Electrical resistance heating of groundwater impacted by chlorinated solvents in heterogeneous sand. ProQuest Dissertations. Munholland, J.L., Mumford, K.G. & Kueper, B.H. (2016). Factors affecting gas migration and contaminant redistribution in heterogeneous porous media subject to electrical resistance heating. Journal of Contaminant Hydrology, 184, pp. 14–24. DOI:10.1016/j.jconhyd.2015.10.011
  30. Netzeva, T.I., Aptula, A.O., Chaudary, S.H., Duffy, J.C., Schultz, T.W., Schűrmann, G. & Cronin, M.T.D. (2003). Structure-Activity Relationships for the Toxicity of Substituted Poly-Hydroxylated. Benzenes to Tetrahymena Pyriformis: influence of Free Radical Formation. Qsar & Combinatorial Science, 22(6), pp. 575–582.
  31. Nilsson, B., Tzovolou, D., Jeczalik, M., TomaszKasela, T., Slack,W., Klint, K.E., Haeseler, F. & Tsakiroglou, D.C. (2011). Combining steam injection with hydraulic fracturing for the in-situ remediation of the unsaturated zone of a fractured soil polluted by jet fuel. Journal of Environmental Management, 92. DOI:10.1016/j.jenvman.2010.10.004
  32. Oberle. D. & Kluger, M. (2015). In situ remediation of 1, 4-dioxane using electrical resistance heating. Remediation Journal, 25(2), pp. 35–42. DOI:10.1002/rem.21422
  33. O’Carroll, D.M. & Sleep, B.E. (2007). Hot water flushing for immiscible displacement of a viscous NAPL. Journal of Contaminant Hydrology, 91, pp. 47–266. DOI:10.1016/j.jconhyd.2006.11.003
  34. Schwarzenbach, R.P., Gschwend, P.M. & Imboden, D.M. (2003). Environmental Organic Chemistry, JohnWiley &Sons, New Jersey2003. Scriven, L.E. (1959). On the dynamics of phase growth. Chemical Engineering Science, 10, PP. 1–13, DOI:10.1016/0009- 2509(59)80019-1
  35. Sinnott, R.K. (2005). Coulson’s and Richardson’s Chemical Engineering, Chemical Engineering Design. Elsevier Inc., UK2005.
  36. Sleep, B.E. & Ma, Y.F. (1997). Thermal variation of organic fluid properties and impact on thermal remediation feasibility. Journal of Soil Contamination, 6(3), pp. 281–306. DOI:10.1080/15320389709383566
  37. Smith, J.M. & Van Ness, H.C. (1987). Introduction to Chemical Engineering Thermodynamics. Mc-Graw Hill, Inc., New York 1987.
  38. Sun, H., Yang, X.R., Xie, J.Y. & Zhao, Y.S. (2021). Remediation of Diesel-Contaminated Aquifers Using Thermal Conductive Heating Coupled With Thermally Activated Persulfate. Water Air Soil Pollut, 232: 293. DOI:10.1007/s11270-021-05240-x
  39. Suthersan. S.S., Horst. J., Schnobrich. M., Welty, N. & McDonough, J. (2016). Remediation Engineering-Design Concepts Second Edition, CRC Press, Boca Raton 2016.
  40. Tang, S., Wang, X., Mao, Y., Zhao, Y., Yang, H. & Xie, Y.F. (2015). Effect of dissolved oxygen concentration on iron efficiency: removal of three chloroacetic acids. Water Research, 73, pp. 342–352. DOI:10.1016/j.watres.2015.01.02
  41. Triplett Kingston,J.L., Dahlen, P.R. & Johnson, P.C. (2010). State-of- -the-practice review of in situ thermal technologies. Groundwater Monitoring & Remediation, 30 (4), pp. 64–72. DOI:10.1111/ j.1745-6592.2010.01305.x
  42. Triplett Kingston, J.L., Johnson, P.C., Kueper, B.H. & Mumford, K.G. (2014). In situ thermal treatment of chlorinated solvent source zones. Chlorinated Solvent Source Zone Remediation, 7, pp. 509–557.
  43. Udell, K.S. (1996). Heat and mass transfer in clean-up of underground toxic wastes. In Annual Reviews of Heat Transfer, 7, pp. 333–405. DOI:10.1615/AnnualRevHeatTransfer.v7.80.
  44. Vermeulen, F. & McGee, B. (2000). In situ electromagnetic heating for hydrocarbon recovery and environmental remediation. J Can. Pet. Technol, 39(8), pp. 24–28. DOI:10.2118/00-08-DAS
  45. Voort, M., Kempenaar, M., Driel, M., Raaijmakers, M.J. & Mendes, R. (2016). Impact of soil heat on reassembly of bacterial communities in the rhizosphere microbiome and plant disease suppression. Ecology Letters, 19(4), pp. 375–382. DOI:10.1111/ele.12567
  46. Zhao, C., Mumford, K.G. & Kueper, B.H. (2014). Laboratory study of non-aqueous phase liquid and water co-boiling during thermal treatment. Journal of Contaminant Hydrology, 164, pp. 49–58. DOI:10.1016/j.jconhyd.2014.05.008
Go to article

Authors and Affiliations

Wei Ji
1
Rong-Bing Fu
1
Cai-Hong Gao
1
Jia-Bin Yao
1

  1. State Key Laboratory of Pollution Control and Resources Reuse,College of Environmental Science and Engineering, Tongji University, Shanghai 200092, ChinaCentre for Environmental Risk Management and Remediation of Soil and Groundwater,Tongji University, Shanghai 200092, China
Download PDF Download RIS Download Bibtex

Abstract

Modified Bohm’s formalism was applied to solve the problem of abstruse layer depth profiles measured by the Auger electron spectroscopy technique in real physical systems. The desorbed carbon/passive layer on an NiTi substrate and the adsorbed oxygen/ surface of an NiTi alloy were studied. It was shown that the abstruse layer profiles can be converted to real layer structures using the modified Bohm’s theory, where the quantum potential is due to the Auger electron effect. It is also pointed out that the stationary probability density predicts the multilayer structures of the abstruse depth profiles that are caused by the carbon desorption and oxygen adsorption processes. The criterion for a kind of break or “cut” between the physical and unphysical multilayer systems was found. We conclude with the statement that the physics can also be characterised by the abstruse measurement and modified Bohm’s formalism.

Go to article

Authors and Affiliations

E. Rówiński
M. Pietruszka
Download PDF Download RIS Download Bibtex

Abstract

In longwall absolute methane emission rate forecasting, the range of the destressing zone is determined empirically and is not considered to be dependent on the geomechanical parameters of the rock strata. This simplification regarding destressing zone determination may result in significant differences between the forecast and the actual methane emission rates. During the extraction of coal seams using a system involving longwalls with caving under the conditions of low rock mass geomechanical parameters, the absolute methane emission rate forecasts are typically underestimated in comparison to the actual methane emission rates.

In order to examine the influence of the destressing zones on the final forecasting result and to assess the influence of the rock mass geomechanical parameters on the increased accuracy of forecast values, destressing zones were determined for three longwalls with lengths ranging from 186 to 250 m, based on numerical modelling using the finite difference method (FDM). The modelling results confirmed the assumptions concerning the upper destressing zone range adopted for absolute methane emission rate forecasting. As for the remaining parameters, the destressing zones yielded great differences, particularly for floor strata. To inspect the accuracy of the FDM calculation result, an absolute methane emission rate forecasting algorithm was supplemented with the obtained zones. The prepared forecasts, both for longwall methane emission rates as well as the inflow of methane to the longwalls from strata within the destressing zone, were verified via underground methane emission tests. A comparative analysis found that including geomechanical parameters in methane emission rate forecasting can significantly reduce the errors in forecast values.

Go to article

Authors and Affiliations

Andrzej Walentek
Krystian Wierzbiński

This page uses 'cookies'. Learn more