Search results

Filters

  • Journals
  • Authors
  • Keywords
  • Date
  • Type

Search results

Number of results: 9
items per page: 25 50 75
Sort by:
Download PDF Download RIS Download Bibtex

Abstract

Trichloroethene (TCE) and tetrachloroethene (PCE) are chemical compounds which pose a serious threat for human health. Their specific properties make it possible that these substances may linger in soil and water for many years. These are the reasons why wells with water designed for drinking purposes have been subject of monitoring since 2006. This paper presents the results of monitoring research conducted in the soil-water environment within the framework in third phase of an ecological audit of land. The ecological audit of land made it possible to identify the cause and degree of the degradation, and helped formulate rationale for remedy decisions pertaining to the land (remediation/reclamation). The objective of the paper was to determine the pollution status of the soil-water environment and, subsequently, monitor (in years 2008-2010) the contents of the hazardous substances, namely trichloroethene and tetrachloroethene, within the area of the potential impact of metallurgical plant located in borders of the Main Underground Water Reservoir Wierzbica-Ostrowiec (GZWP 420) in in voivodeship Świętokrzyskie.

Go to article

Authors and Affiliations

Agnieszka Pusz
Andrzej Kulig
Download PDF Download RIS Download Bibtex

Abstract

The aim of this study was to determine the influence of reclamation on selected soil water properties in soils developed from lignite fly ash, deposited as a dry landfill, twenty years after forest reclamation was initiated. Five soil profiles, classified as technogenic soils (Technosols) within the fly ash disposal site of the Adamów (central Poland) power plant, were selected for this study. Disturbed and undisturbed samples (V=100 cm3) were collected from depths of 5–15 cm and 30–60 in each soil profile. The following physical properties were determined: particle size distribution, particle density, bulk density, soil moisture, hygroscopic water content, and the soil-water potential. Readily available water (RAW; difference of water content at pF=2.0 and at pF=3.7) and total available water (TAW; difference of water content at pF=2.0 and at pF=4.2) were calculated based on soil moisture tension (pF) values. The following chemical properties were determined: soil reaction, total organic carbon, total nitrogen content, carbonate content. Statistical analyses were conducted using the GenStat 18 statistical software package. The soils under study were characterized by very low bulk density, high total porosity, high field water capacity and maximum hygroscopicity. The RAW/TAW ratio values indicate very effective water retention in the soils, thereby ensuring a satisfactory water supply to the plants. However, statistical analysis did not show any clear trends in variability of any determined properties. The small differences in observed outcomes probably resulted from the original variability of the fly ash deposited on the studied landfill. Obtained results show the strong similarity of fly ash derived soils and Andosols in respect of physical and soil-water properties
Go to article

Bibliography

  1. Ahmaruzzaman, M. (2010). A review on the utilization of fly ash, Prog Energ Combust, 36, 3, pp. 327-363, DOI: 10.1016/j.pecs.2009.11.003
  2. Antonkiewicz, J. (2010). Physicochemical properties of industrial waste from landfill, Rocz Glebozn - Soil Sci Ann, 61, 3, pp. 3-12. (in Polish)
  3. Bender, J. (1995). Reclamation of post-mining areas in Poland, Zesz Probl Post Nauk Roln, 418, 1, pp. 75-86. (in Polish)
  4. Bielińska, E.J. & Futa, B. (2009). Organic matter effect on biochemical transformations in anthropogenic soils in power plant ash dumping ground, Rocz Glebozn - Soil Sci Ann, 60, pp. 318-326. (in Polish)
  5. Campbell, D.J., Fox, W.E., Aitken, R.L, & Bell, L.C. (1983). Physical characteristic of sands amended with fly ash, Aust J Soil Res, 21, 2, pp.147-154, DOI:10.1071/SR9830147
  6. Dorel, L., Roger-Estrade, J., Manichon, H. & Delvaux, B. (2000). Porosity and soil water properties of Carribean volcanic ash soils, Soil Use Manage, 16, pp. 133-140, DOI: 10.1111/j.1475-2743.2000.tb00188.x
  7. Gajewski, P., Kaczmarek, Z., Owczarzak, W., Mocek, A. & Glina, B. (2015). Selected water and physical properties of soils located in the vicinity of proposed opencast lignite mine ”Drzewce” (middle Poland), Soil Sci Ann, 66, 2, pp. 75-81, DOI: 10.1515/ssa-2015-0022
  8. Gangloff, W. J., Ghodrati, M., Sims, J.T. & Vasilis, B.L. (2000). Impact of fly ash amendment and incorporation method on hydraulic properties of a sandy soil, Water Air Soil Polut, 19, pp. 231-245, DOI: 10.1023/A:1005150807037
  9. Gilewska, M. (2004). Biological reclamation of power plant lignite ash dump sites, Rocz Glebozn - Soil Sci Ann, 55, 2, pp. 103-110. (in Polish)
  10. Gilewska, M. (2006). Utilization of wastes in reclamation of post mining soils and ash dump sites, Rocz Glebozn - Soil Sci Ann, 57, 1/2, pp. 75-81. (in Polish)
  11. Gilewska, M. & Otremba, K. (2010). Impact of planting technique on reclamation of disposal site of power station incineration ash, Zesz Nauk Uniw Ziel, Inż Środ, 17, 137, pp. 86-93. (in Polish)
  12. Gilewska, M., Otremba, K. & Kozłowski, M. (2020). Physical and chemical properties of ash from thermal power station combusting lignite. A case study from central Poland, J Elem, 25, 1, 279-295. DOI: 10.5601/jelem.2019.24.4.1886
  13. Gupta, A.K., Dwivedi, S., Sinhi, S., Tripathi, R.D., Rai, U.N. & Singh, S.N. (2007). Metal accumulation and plant growth performance of Phaseolus vulgaris grown in fly ash amended soil. Bioresource Technol, 98, pp. 3404–3407. DOI:10.1016/j.biortech.2006.08.016
  14. Hartman, P., Fleige, H. & Horn, R. (2010). Water repellency of fly ash-enriched forest soils from eastern Germany, Eur J Soil Sci, 61, pp. 1070-1078, DOI: 10.1111/j.1365-2389.2010.01296x
  15. Haynes, R.J. (2009). Reclamation and revegetation of fly ash disposal sites – challenges and research, J Environ Manag, 90, pp. 43-53, DOI:10.1016/j.jenvman.2008.07.003
  16. IUSS Working Group WRB (2015) World Reference Base for Soil Resources 2014, update 2015: International soil classification system for naming soils and creating legends for soil maps, FAO, Rome 2015.
  17. Jahn, R., Blume, H.P., Asio, V.B., Spaargaren, O. & Schad, P. (2006). Guidelines for Soil Description, FAO, Rome 2006.
  18. Jala, S. & Goyal, D. (2006). Fly ash as a soil ameliorant for improving crop production: a review, Biores Technol, 97, pp. 1136-1147, DOI:10.1016/j.biortech.2004.09.004
  19. Kabała, C., Charzyński, P., Chodorowski, J., Drewnik, M., Glina, B., Greinert, A., Hulisz, P., Jankowski, M., Jonczak, J., Łabaz, B., Łachacz, A., Marzec, M., Mendyk, Ł., Musiał, P., Musielok, Ł., Smreczak, B., Sowiński, P., Świtoniak, M., Uzarowicz, Ł. & Waroszewski, J. (2019). Polish Soil Classification, 6th edition – principles, classification scheme and correlations, Soil Sci Ann, 70, 2, pp. 71-97, DOI:10.2478/ssa-2019-0009
  20. Kaczmarek, Z. (2011). Selected physical and water properties of mineral arable soils situated within the range of the predicted draining cone of the “Tomisławice” lignite opencast mine, Rocz Glebozn - Soil Sci Ann, 62, 2, pp. 154-164. (in Polish)
  21. Kaczmarek, Z., Gajewski, P., Owczarzak W., Mocek, A. & Glina B. (2015). Physical and water properties of selected heavy soils of various origins, Soil Sci Ann, 66, 4, pp. 191-197, DOI: 10.1515/ssa-2015-0036
  22. Kaczmarek, Z., Gajewski, P., Owczarzak, W., Glina, B. & Woźniak T. (2017). Physical and water properties of selected soils located in the area of predicted depression cone of “Tomisławice” lignite opencast mine (middle Poland), Polish J Soil Sci, 50, 2, pp. 167-176, DOI: 10.17951/pjss.2017.50.2.167
  23. Kavouridis, K. (2008). Lignite industry in Greece within a world context: Mining, energy supply and environment, Energy Policy, 36, 4, pp. 1257-1272, DOI:10.1016/j.enpol.2007.11. 017
  24. Klose, S., Koch, J., Baucker, E. & Makeschin, E. (2001). Indicative properties of fly ash affected forest soil in Northeastern Germany, J Plant Nutr Soil Sci, 164, pp. 561-568, DOI: 10.1002/1522-2624(200110)164:5561::AID-JPLN561>3.0.CO;2-9
  25. Klute, A. (1986). Water retention: Laboratory methods, in: Klute, A. (Ed.). Methods of Soil Analysis Part 1 Physical and Mineralogical Methods, ASA and SSSA, Madison Wi, pp. 635-662.
  26. Konstantinov, A.O., Novoselov, A.A. & Loiko, S.V., 2018. Special features of soil development within overgrowing fly ash deposit sites of the solid fuel power plant, Vestnik Tomskogo Gosudarstvennogo Universiteta, Biologiya, 43, pp. 6–24. DOI: 10.17223/19988591/43/1
  27. Konstantinov, A., Novoselov, A., Konstantinova, E., Loiko, S., Kurasova, A. & Minkina, T. (2020). Composition and properties of soils developed within the ash disposal areas originated from peat combustion (Tyumen, Russia), Soil Sci. Ann., 71, 1, pp. 3–14, DOI: 10.37501/soil sa/121487
  28. Krzaklewski, W., Pietrzykowski, M. & Woś, B. (2012). Survival and growth of alders (Alnus glutinosa (L.) Gaertn. and Alnus incana (L.) Moench), Ecological Enginering, 49, pp. 35-40, DOI: 10.1016/j.ecoleng.2012.08.026
  29. Maciak, F., Liwski, S. & Biernacka, E. (1976). Agricultural reclamation of lignite and hard coal waste landfills (ash). Part III. The course of soil formation processes in ash dumps under the influence of grass and papilionaceous vegetation, Rocz Glebozn - Soil Sci Ann, 27, 4, pp. 189-209. (in Polish)
  30. Maiti, S.K. & Jaiswal, S. (2008). Bioaccumulation and translocation of metals in the natural vegetation growing on fly ash lagoons: a field study from Santaldih thermal power plant, West Bengal, India, Environmental Monitoring and Assessment, 136, pp. 355–370, DOI: 10.1007/s10661-007-9691-5
  31. Meravi, N. & Prajapati, S.K. (2019). Reclamation of fly ash dykes using naturally growing plant species, Proceedings of the International Academy of Ecology and Environmental Sciences, 9, 4, pp. 137-148.
  32. Mocek, A. (1989). Possibilities for rational management of chemically contaminated soils in industrial sanitary protection zones, Dissertation, Rocz AR Poznań, Rozpr Nauk, 185. (in Polish)
  33. Mocek-Płóciniak, A. (2018). The physicochemical and microbiochemical properties of soils developing in landfills with ash and slag from power plants, Dissertation, Wyd UPP, Rozpr Nauk, 499. (in Polish)
  34. Mohr, H. M. & Evans, G. M. (2009). Forecasting coal production until 2100, Fuel, 88, 11, pp. 2059-2067, DOI:10.1016/j.fuel.2009.01.032
  35. Neall, V.E. (2000). Volcanic soils, in: Verheye, W.H. (Ed.). Encyclopedia of land use, land cover and soil sciences, Soils and Soil Sciences (Part 2), 7, pp. 27-34, Eolss Publisher Co. Ltd./UNESCO, Oxford 2000.
  36. Pietrzykowski, M., Woś, B., Pająk, M., Wanic, T., Krzaklewski, W. & Chodak, M. (2018). Reclamation of a lignite combustion waste disposal site with alders (Alnus sp.): assessment of tree growth and nutrient status within 10 years of the experiment, Environ Sci and Pollut R, 25, pp. 17091–17099, DOI: 10.1007/s11356-018-1892-7
  37. Rosik-Dulewska, C. (2015). Basics of waste management, PWN, Warszawa 2015.
  38. Rosik-Dulewska, C., Krawczyńska, U. & Ciesielczuk, T. (2008). Leaching of PAHs from fly ash – sludge blends, Archives of Environmental Protection, 34, 3, pp. 41–47.
  39. Sokol, E.V., Maksimova, N.V., Volkova, N.I., Nigmatulina, E.N. & Frenkel, A.E. (2000). Hollow silicate microspheres from fly ashes of the Chelyabinsk brown coals (south Urals, Russia). Fuel Process. Technol., 67 (1), pp. 35–52. DOI: 10.1016/S0378-3820(00)00084-9
  40. Soil Conservation Service, (2004). Soil Survey laboratory methods manual, in: Soil Survey Invest Raport No 42, US Dept Agric Washington DC, pp. 105-195.
  41. Soil Survey Manual by Soil Survey Division Staff (2017). US Department of Agriculture, Handbook No. 18, Washington 2017.
  42. Stachowski, P., Oliskiewicz-Krzywicka, A. & Kozaczyk, P. (2013). Estimation of the Meteorological Conditions in the Area of Postmining Grounds of the Konin Region, Rocz Ochr Sr, 15, pp. 1834-1861.
  43. Strączyńska, S., Strączyński, S. & Gazdowicz, W. (2004). The influence of cover vegetation on morphological characteristics and some properties of embankment formation of furnace discards dump, Rocz Glebozn – Soil Sci Ann, 55, 2, pp. 397–404. (in Polish)
  44. Strzyszcz, Z. (2004). Assessment of the suitability and principles for the application of various wastes for the reclamation of waste dumps and areas degraded by industrial activities, Prace i Studia, Zabrze 2004.
  45. Systematyka Gleb Polski (2019). Polskie Towarzystwo Gleboznawcze, Komisja Genezy, Klasyfikacji i Kartografii Gleb. Wydawnictwo Uniwersytetu Przyrodniczego we Wrocławiu, Polskie Towarzystwo Gleboznawcze, Wrocław – Warszawa, pp. 235.
  46. Uehara, G. (2005). Volcanic soils, [In] Hillel, D. (Ed). Encyclopedia of Soils in the Environment, Elsevier, pp. 225-232, https://www.sciencedirect.com/topics/agricultural-and-biological-sciences/volcanic-soils
  47. Ukwattage, L., Ranjith, P.G. & Bouazza, M. (2013). The use of coal combustion fly ash as a soil amendment in agricultural lands (with comments on its potential to improve food security and sequester carbon), Fuel, 109, pp. 400-408, DOI:10.1016/fuel.2013.02.016
  48. Uzarowicz, Ł. & Zagórski., Z. (2015). Mineralogy and chemical composition of technogenic soils (Technosols) developed from fly ash and bottom ash from selected thermal power stations in Poland, Soil Sci Ann, 66, 2, pp. 82-91, DOI: 10.1515/ssa-2015-0023
  49. Uzarowicz Ł., Zagórski Z., Mendak E., Bartmiński P., Szara E., Kondras M., Oktaba L., Turek A. & Rogoziński R. (2017). Technogenic soils (Technosols) developed from fly ash and bottom ash from thermal power stations combusting bituminous coal and lignite. Part I. Properties, classification, and indicators of early pedogenesis, Catena, 157C, pp. 75-89, DOI: 10.1016/j.catena.2017.05.010
  50. Uzarowicz, Ł., Skiba, M., Leue, M., Zagórski, Z., Gąsiński, A. & Trzciński, J. (2018a). Technogenic soils (Technosols) developed from fly ash and bottom ash from thermal power stations combusting bituminous coal and lignite. Part II. Mineral transformations and soil evolution, Catena, 162C, pp. 255-269, DOI: 10.1016/j.catena.2017.11.005
  51. Uzarowicz, Ł., Kwasowski, W., Śpiewak, O. & Świtoniak, M. (2018b). Indicators of pedogenesis of Technosol developed in an ash settling pond at the Bełchatów thermal power station (central Poland), Soil Sci Ann, 69, 1, pp. 49-59, DOI: 10.2478/ssa-2018-0006
  52. Vassilev, S.V. & Vassileva, C.G. (1996). Mineralogy of combustion wastes from coal-fired power stations, Fuel Process Technol, 47, 3, pp. 261-280, DOI: 10.1016/0378-3820(96)01016-8
  53. Weber, J., Strączyńska, S., Kocowicz, A., Gilewska, M., Bogacz, A., Gwiżdż, M. & Dębicka, M. (2015). Properties of soil materials derived from fly ash 11 years after revegetation of post-mining excavation, Catena, 13, pp: 250-254, DOI: 10.1016/j.catena.2015.05.016
  54. World Coal Association (2019). Coal use & environment, https://www.worldcoal.org/coal-electricity (30.08.2020).
  55. Yao, Z.T., Ji, X.S., Sarker, P.K., Tang, J., Ge, L.Q. & Xia, M.S. (2015). A comprehensive review on the applications of coal fly ash, Earth Sci Rev, 4, pp. 105-121, DOI: 10.1016/j.earscirev.2014.11.016
  56. Zikeli, S., Jahn, R. & Kastler, M. (2002). Initial soil development in lignite ash landfills and settling ponds in Saxony-Anhalt, Germany, J Plant Nutr Soil Sc, 165, pp. 530–536, DOI: 10.1002/1522-2624(200208)165:4530::AID-JPLN530>3.0.CO;2-J
  57. Zikeli, S., Kastler, M. & Jahn, R. (2004). Cation exchange properties of soils derived from lignite ashes, J Plant Nutr Soil Sc, 167, 4, pp. 439-448, DOI: 10.1002/jpln.200421361
  58. Żołnierz, L., Weber, J., Gilewska, M., Strączyńska, S. & Pruchniewicz, D. (2016). The spontaneous development of undestory vegetation on reclaimed and afforested post mine excavation field with fly ash, Catena, 136, pp. 84-90, DOI: 10.1016/j.catena.2015.07.013
Go to article

Authors and Affiliations

Zbigniew Kaczmarek
1
Agnieszka Mocek-Płóciniak
1
Piotr Gajewski
1
Łukasz Mendyk
1
Jan Bocianowski
1

  1. Poznań University of Life Sciences, Poznań, Poland
Download PDF Download RIS Download Bibtex

Abstract

Polish water resources depend on precipitations, which are variable in time and space. In dry years the water balance is negative in central parts of Poland but sudden thaws and downfalls may result in periodical water excess and dangerous floods almost in the entire country. The retention capacity of artificial reservoirs in Poland permits to store only 6% of the average annual runoff, which is commonly considered insufficient. Another method to increase retention is soil water con-trol. About fifty percent of soils in Poland consist of light and very light sandy soils with low water capacity. Loams and organogenic soils cover approximately 25% and 8.5% area of the country, re-spectively. Almost half of agricultural lands (48%) have relatively good water conditions, but the rest requires soil water control measures. An increase of the soil water content could be achieved by changes of soil properties, water table control and soil water management. Modernization and recon-struction of drainage and irrigation systems, which were built mainly in the period 1960–1980, is needed.

Go to article

Authors and Affiliations

Edward Pierzgalski
Jerzy Jeznach
Download PDF Download RIS Download Bibtex

Abstract

Tropical regions such as Java, Indonesia, still lack publication of soil water retention (SWR) information, particularly at upper Citarum watershed. The SWR is one of the critical elements in water storage and movement in the soil and very important to solve ecological and environmental problems. However, getting the access requires a lot of laboratory meas-urement that is time-consuming and expensive. Therefore, utilizing pedotransfer functions (PTFs) to estimate the water in the soil is needed. This study aims to define soil properties related to the SWR and to evaluate the performance of existing PTFs in predicting SWR. The study was carried out at agroforestry land system soil at upper Citarum watershed, Indonesia. Ten point and two continuous existing PTFs developed for tropical regions were applied in this study. Pearson's correlation (r), mean error (ME), root mean square error (RMSE), and modelling efficiency (EF) were used for evaluation. Cation exchange capacity (CEC), organic carbon (OC), bulk density (BD), and clay were considered as potential soil properties for soil water retention prediction. The performance of PTFs by MINASNY, HARTEMINK [2011] at matric potential of –10 kPaand BOTULA [2013] at matric potential of –33 kPa and –1500 kPa were recommended for point PTFs, while PTFs by HODNETT, TOMASELLA [2002] was for continuous PTFs in predicting SWR. The accuracy of the point PTFs is almost better than the continuous PTFs in predicting SWR in agroforestry land system soil at upper Citarum watershed, Indonesia.

Go to article

Authors and Affiliations

Asep Mulyono
ORCID: ORCID
Abraham Suriadikusumah
Rachmat Harryanto
Muhammad R. Djuwansah
Download PDF Download RIS Download Bibtex

Abstract

This paper presents the qualitative and quantitative characteristics of microstructures of Neogene clays from Warsaw, Poland. Scanning Electron Microscope (SEM) studies were used for the microstructural analysis of natural clays and clay pastes. Qualitative microstructural changes were observed: from a honeycomb microstructure for the initial clay paste to a turbulent microstructure for the dried paste. It was also noticed that water loss caused by the increase of the suction pressure had a significant impact on the microstructural transformations. Significant changes in the quantitative values of the pore space parameters were also observed. Increase of suction pressure and water loss caused a decrease in porosity and changes in the values of morphometric parameters, such as pore distribution; for example, a significant increase of the number of pores of 0−10 μm size and changes in the geometric parameters of the pore space were noticed with the increase of suction pressure. The pore space with larger isometric pores was modified into a pore space with the dominance of small anisometric and fissure-like pores. The increased degree of anisotropy from a poorly-oriented to a highly-oriented microstructure was also observed. After rapid shrinkage the reduction in the number of pores, maximum pore diameter, and total pore perimeter was recorded. The process of rapid water loss induced the closure of very small pores. A similar effect was observed during the increase of the suction pressure, where the closure of pore space of the clay pastes was observed very clearly.

Go to article

Authors and Affiliations

Emilia Wójcik
Jerzy Trzciński
Katarzyna Łądkiewicz-Krochmal
Download PDF Download RIS Download Bibtex

Abstract

Premises for the construction of balance equations of water reserves in the saturation zone of forest soil are presented in this paper. Changes of soil water reserves are dealt with as an effect of the atmosphere-tree stand-soil balance at the assumption of constant ground water flow and negligibly small losses for infiltration down the soil profile below saturation zone. These assumptions are met in permeable lowland forest soils, particularly in areas where the aquifer is situated on relatively shallow impermeable substratum. Then, for snow-free periods, it is possible to: 1) combine the increment of soil water reserves with precipitation above tree crowns and with plant and litter interception and 2) combine the losses of soil water reserves with plant transpiration and evaporation from the soil surface. The periods of increments and losses of soil water reserves are determined from limnigraph records of ground water table depth in piesometers. Examples are given in the paper of equations identified by long term data from 13 soil profiles localised in pine forests on Pleistocene floodplain of the Dunajec River. The data included: ground water table depth, physical properties of grounds in soil profiles, and hydro-climatic conditions. The equations combine increments and losses of water reserves in the saturation zone with rainfall and deficits of air humidity measured on a midforest meadow.

Go to article

Authors and Affiliations

Józef Suliński
Krzysztof Owsiak
Download PDF Download RIS Download Bibtex

Abstract

Improving water productivity (WP) through deficit irrigation is crucial in water-scarce areas. To practice deficit irriga-tion, the optimum level of water deficit that maximizes WP must be investigated. In this study, a field experiment was con-ducted to examine WP of the three treatments at available soil water depletion percentage (����) of 25% (reference), 45% and 65% using a drip irrigation system. Treatments were arranged in a randomized complete block design. The water deficit was allowed throughout the growth stages after transplanting except for the first 15 days of equal amounts of irrigations during the initial growth stage and 20 days enough spring season rainfall during bulb enlargement periods. Physical WP in terms of water use efficiency (WUEf) for treatments T1, T2, and T3 was 9.44 kg∙m–3, 11 kg∙m–3and 10.6 kg∙m–3 for mar-ketable yields. The WUEf and economic water productivity were significantly improved by T2 and T3. The WUEf differ-ence between T2 and T3 was insignificant. However, T2 can be selected as an optimal irrigation level. Hence, deficit irriga-tion scheduling is an important approach for maximizing WP in areas where water is the main constraint for crop produc-tion. The planting dates should be scheduled such that the peak water requirement periods coincide with the rainy system.

Go to article

Authors and Affiliations

Kassahun B. Tadesse
Eyasu Y. Hagos
Nata T. Tafesse
Megersa O. Dinka
ORCID: ORCID
Download PDF Download RIS Download Bibtex

Abstract

Estimation and application of water retention curves in heavy soils have own specifics. The reason for these specific properties is the composition of the high clay texture. This is manifested by volume changes of soil depending on moisture. Up to 40% change in the volume compared to the saturated state was recorded in the conditions of the East Slovakian Lowland. The results described in this work are based on research work carried out in the East Slovakian Lowland and represent an analysis of selected 42 samples out of a total of 250 samples in which laboratory measurements of soil water retention curves and volume changes were performed. Selected samples represent the localities Senné and Poľany. Volumetric changes were measured in a laboratory by measuring the dimensions of soil samples. Appropriate changes in the volume of soil samples should be measured when determining moisture retention curves. Neglecting this physical effect leads to a distorted determination of the water retention curves in heavy soils. In the laboratory measurement of water retention curves points, changes in the volume of the sample were measured in the range of 0.24–43.67% depending on the soil moisture potential during drainage. In the case of neglecting the effect of shrinkage during the drainage of samples, a certain error is occurring in the calculation of the volumetric moisture. The range of this error was 1–13% of volumetric moisture.

Go to article

Authors and Affiliations

Branislav Kandra
Milan Gomboš
Download PDF Download RIS Download Bibtex

Abstract

The paper presents the course of variability of the moisture content of the top layers in shallow (45 cm) and medium-deep (90 cm) peat-moorsh soil profiles in the years 2015–2019 against the background of the same meteorological conditions and a similar level of the groundwater table. The relative precipitation index ( RPI) classifies the years 2015 and 2016 as dry, 2017 as wet, and 2018 and 2019 as average. For periods of atmospheric droughts, the average daily climatic water balance ( CWB) ranged from –5.30 to –1.35 mm∙d –1. The water table did not fall below 90 cm b.g.l. during the entire study period, and the range of its fluctuations was 8 cm greater in the shallow than in the medium-deep profile. The range of moisture at different depths varied significantly and ranged from approx. 6% in periods of drought to about 80% in wet periods. Soil moisture throughout the measurement period was above the plant available water range (p F > 4.2). The occurrence of soil drought in the shallow peat-moorsh soil profile had a range of up to 40 cm, and in the medium-deep profile of up to 30 cm. The sequence of no-precipitation days and the maximum amount of daily evapotranspiration during them determine the possible timing of drought; however, it is the precipitation distribution in individual months, considered in the current CWB values, that ultimately determine the formation of soil water resources at the research site.
Go to article

Authors and Affiliations

Ryszard Oleszczuk
1 2
Jan Jadczyszyn
3
Janusz Urbański
2
ORCID: ORCID
Ewelina Zając
4
ORCID: ORCID
Andrzej Brandyk
5
Jacek Niedźwiecki
3

  1. Warsaw University of Life Sciences – SGGW, Institute of Environmental Engineering, Warsaw, Poland
  2. Warsaw University of Life Sciences – SGGW, Institute of Civil Engineering, Warsaw, Poland
  3. Institute of Soil Science and Plant Cultivation – State Research Institute, Puławy, Poland
  4. University of Agriculture in Krakow, Faculty of Environmental Engineering and Land Surveying, Department of Land Reclamation and Environmental Development, Al. Mickiewicza 21, 31-120 Kraków, Poland
  5. Warsaw University of Life Sciences – SGGW, Water Center, Warsaw, Poland

This page uses 'cookies'. Learn more