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Academic literature on the topic 'Soil water'

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Published: 4 June 2021
Last updated: 9 March 2023

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Journal articles on the topic "Soil water"

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Šútor, J., M. Gomboš, M. Kutílek, and M. Krejča. "Soil water regime estimated from the soil water storage monitored in time." Soil and Water Research 3, Special Issue No. 1 (June 30, 2008): S139—S146. http://dx.doi.org/10.17221/13/2008-swr.

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During the vegetation season, the water storage in the soil aeration zone is influenced by meteorological phenomena and by the vegetated cover. If the groundwater table is in contact with the soil profile, its contribution to water storage must be considered. This impact can be either monitored directly or the mathematical model of the soil moisture regime can be used to simulate it. We present the results of monitoring soil water content in the aeration zone of the East Slovakian Lowland. The main problem is the evaluation of the soil water storage in seasons and in years in the soil profile. Until now, classification systems of the soil water regime evaluation have been mainly based upon climatological factors and soil morphology where the classification has been realized on the basis of indirect indicators. Here, a new classification system based upon quantified data sets is introduced and applied for the measured data. The system considers the degree of accessibility of soil water to plants, including the excess of soil water related to the duration for those characteristic periods. The time span is hierarchically arranged to differentiate between the dominant water storage periods and short-term fluctuations. The lowest taxonomic units characterize the vertical fluxes over time periods. The system allows the comparison of soil water regime taxons over several years and under different types of vegetative cover, or due to various types of land use. We monitored soil water content on two localities, one with a deep ground water level, one with a shallow ground water level. The profile with a shallow ground water level keeps a more uniform taxons and subtaxons of soil water regime due to the crop variation than the profile with a deep ground water level.
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Hamad, Asal Mahmud, and Mahmood Gazey Jassam. "A Comparative Study for the Effect of Some Petroleum Products on the Engineering Properties of Gypseous Soils." Tikrit Journal of Engineering Sciences 29, no. 3 (October 15, 2022): 69. http://dx.doi.org/10.25130/tjes.29.3.7.

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Gypseous soils are considered problematic soils because the soil cavities happen during receiving the water or this type of soil and solving gypsum materials and contract in a soil volume. In this study, three types of gypseous soils are used; soil1, soil2, and soil3 with gypsum content (28.71%, 43.6%, and 54.88%) respectively, petroleum products (engine oil, fuel oil, and kerosene) are added to the soils with percentages (3%, 6%, 9%, and 12%) for each product. The result showed that specific gravity, liquid limit, optimum moisture content (O.M.C), and maximum dry density decreased with an increased percentage of product for all types of products. The direct shear (dry and soaked case) results show that increasing the (angle of internal friction and the soil cohesion) for soil1, soil2, and soil3 by adding engine oil and fuel oil. Still, when the soils were treated with kerosene, the angle of internal friction increased while cohesion decreased. The collapse potential for the treated soils increases with increasing gypsum content for all petroleum products. The collapse potential (CP) for (soil1) decreased by 47% when using 6% of the engine oil, 48.8% when using 9% of the fuel oil, and 55% when using 9% of the kerosene. The same percentage of the petroleum products (engine oil, fuel oil, and kerosene) decrease the collapse potential for (soil2), (47%, 46%, and 50%) respectively and decrease the collapse potential for (soil 3), (51%, 47.7%, and 52%) respectively. In the unconfined compressive test applied on (soil1) using maximum density, the results show that the soil strength increased (26% and 10%) when using 6% and engine oil and fuel oil, respectively, while the soil strength decreased by 29% when treated with 9% of kerosene.
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A., Abdygaliyev, Zhakulin A., Zhakulina A., and Toimbaeva B. "Water saturated foundation soil features." BULLETIN of L.N. Gumilyov Eurasian National University. Technical Science and Technology Series 132, no. 3 (2020): 17–24. http://dx.doi.org/10.32523/2616-68-36-2020-132-3-17-24.

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Smith, Roger E., and Bernd Diekkrüger. "Effective Soil Water Characteristics and Ensemble Soil Water Profiles in Heterogeneous Soils." Water Resources Research 32, no. 7 (July 1996): 1993–2002. http://dx.doi.org/10.1029/96wr01048.

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Kroulík, M., J. Hůla, R. Šindelář, and F. Illek. "Water infiltration into soil related to the soil tillage intensity." Soil and Water Research 2, No. 1 (January 7, 2008): 15–24. http://dx.doi.org/10.17221/2098-swr.

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Soil infiltration capacity is one of the key factors in the soil protection against unfavourable effects of water erosion. The purpose of its measuring was to compare and evaluate the changes of the soil physical properties and of water infiltration into soil caused by different intensity of soil cultivation at two individual sites. The ploughing (PL), shallow tillage (ST), and direct drilling (NT) effects on the soil physical properties, water infiltration into soil, and soil surface coverage with the crop residua under the soil condition loamy Haplic Luvisol, with long-term growing of maize (Zea mays L.) - Agroservis, 1<sup>st</sup> Agricultural, a.s., Vi&scaron;ňov&eacute; - and clay soil of Calcic Chernozem (Cooperative farm Klap&yacute;), were compared. Soil bulk density values in the variant with ploughing showed in the depth up to 0.20 m considerably lower values as compared with the variants shallow tillage and direct drilling. Nevertheless, in the subsoil layer the bulk density of soil in the variant with ploughing increased in comparison with other variants. The results were also confirmed by the cone index values. At the plots in Vi&scaron;ňov&eacute; the infiltration was evaluated utilising the double ring infiltrometer, and by means of the coloured water infiltration. The results revealed significant differences in the water infiltration rate at various stages of the soil loosening. The highest average values were recorded for ploughing (1.00 dm<sup>3</sup>/min). The lowest values were found for the shallow soil tillage (0.18 dm<sup>3</sup>/min). The variant with direct drilling showed values of 0.53 dm<sup>3</sup>/min. The coloured water infiltration evaluation showed a different character of water flow in soil. The variant with ploughing showed water saturation in the top layer, the variants with reduced tillage were characterised by vertical macropores and crack effects with the water drain into deeper layers. Ploughing proved its advantage for the short-term rainfall retention. Similar results were also brought in the evaluation on the plot with clay soil (Klap&yacute;). The loosening effect was evident during coloured water infiltration in the period of snow thawing. The loosed soil layer showed a significantly higher soil water holding capacity as compared with variants with reduced soil tillage. The result showed major differences in the water infiltration rate into soil and different characters of water infiltration into soil at different soil tillage.
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Dong, Yi, Changfu Wei, and Ning Lu. "Identifying Soil Adsorptive Water by Soil Water Density." Journal of Geotechnical and Geoenvironmental Engineering 146, no. 7 (July 2020): 02820001. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0002289.

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McBee*, Oren, Timothy J. Smalley, and David E. Radcliffe. "Soil Water in Amended Landscape Soils." HortScience 39, no. 4 (July 2004): 883C—883. http://dx.doi.org/10.21273/hortsci.39.4.883c.

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This study determined the effect of soil amendments on plant available water (PAW) and readily available water (RAW). Intact soil cores were collected from a Cecil sandy clay loam soil landscape planting beds that had been amended annually for 5 years with 5 cm (25% by volume) of pine bark and broiler litter. Soil cores were also collected from a landscape bed that had been amended once in April 2000 with 5 cm (25% by volume) of Permatill (expanded slate). The results of this study indicated that amending soil with pine bark or broiler litter compost increased soil porosity, drainage, aeration and PAW. The volumetric RAW (cm3·cm-3) did not differ among treatments, but amending the soil with pine bark or broiler litter did increase the gravimetric RAW (g·g-1). Permatill increased drainage and aeration, but did not increase available water to plants.
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Xing, Xin, and Sérgio D. N. Lourenço. "Water-entry pressure in water repellent soils: a review." E3S Web of Conferences 195 (2020): 02030. http://dx.doi.org/10.1051/e3sconf/202019502030.

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Water repellent soils can be naturally promoted (e.g. after wildfires) or synthetically induced by mixing with hydrophobic compounds (e.g. polydimethylsiloxane). The study of soil water repellency has lasted for over one century which implied the significant effect of soil water repellency on water infiltration, evaporation, soil strength, and soil stability. Water repellent soils can also be exploited by geotechnical engineers to offer novel and economical solutions for ground infrastructure. This paper synthesizes different methods for assessing soil water repellency based on varied indexes (e.g. contact angle, time for a drop to infiltrate) and with a focus on water entry pressure. Measurements of these parameters in synthetic water- repellent sands were taken, some results of which are summarized with discussion of key factors affecting water repellency. A comparison of these methods shows that water entry pressure can be more representative for assessing the water repellency of bulk samples.
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de Jonge, Lis W., Per Moldrup, and Ole H. Jacobsen. "SOIL-WATER CONTENT DEPENDENCY OF WATER REPELLENCY IN SOILS." Soil Science 172, no. 8 (August 2007): 577–88. http://dx.doi.org/10.1097/ss.0b013e318065c090.

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Wang, Xiaofang, Yi Li, Yichen Wang, and Chuncheng Liu. "Performance of HYDRUS-1D for simulating water movement in water-repellent soils." Canadian Journal of Soil Science 98, no. 3 (September 1, 2018): 407–20. http://dx.doi.org/10.1139/cjss-2017-0116.

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Soil water repellency affects soil water movement during infiltration significantly. The HYDRUS software has been popularly applied in soil water dynamics simulation for many years, but its performance in water-repellent (WR) soils has not been assessed thoroughly. Our objectives are to assess the performance of HYDRYUS-1D for cumulative infiltration (CI), wetting front (Zf), and volumetric soil water content (θv) during horizontal imbibition and vertical infiltration in wettable, slightly WR, and strongly WR soils. The key parameters of α and n in water retention curves were inversely estimated by RETension Curve software. The α and n were calibrated inversely until the observed data fitted the simulated values well enough. The α and n were then used for validation using three statistical parameters including relative root-mean-square error, R2, and Nash–Sutcliffe efficiency coefficient. The performances of calibration and validation for wettable, slightly, and strongly WR soils were good enough to be used for further simulations (RRMSE ≤20.2% for calibration and ≤21.1% for validation). Soil water movements for strongly WR soils of variable ponded depth during vertical infiltration were simulated. For Lou soil, as the ponded depth increased from 4 to 10 cm, the CI and Zf increased 2.08 and 5.5 cm, respectively. The simulations for the other three soils also showed gradually increased CI and Zf values. In conclusion, the performances of HYDRUS-1D in four different soil types with changing WR levels were good, which confirmed the application of HYDRUS-1D in WR soils.
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Dissertations / Theses on the topic "Soil water"

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Ekanayake, Jagath C. "Soil water movement through swelling soils." Lincoln University, 1990. http://hdl.handle.net/10182/1761.

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The present work is a contribution to description and understanding of the distribution and movement of water in swelling soils. In order to investigate the moisture distribution in swelling soils a detailed knowledge of volume change properties, flow characteristics and total potential of water in the soil is essential. Therefore, a possible volume change mechanism is first described by dividing the swelling soils into four categories and volume change of a swelling soil is measured under different overburden pressures. The measured and calculated (from volume change data) overburden potential components are used to check the validity of the derivation of a load factor, ∝. Moisture diffusivity in swelling soil under different overburden pressures is measured using Gardner's (1956) outflow method. Behaviour of equilibrium moisture profiles in swelling soils is theoretically explained, solving the differential equation by considering the physical variation of individual soil properties with moisture content and overburden pressure. Using the measured volume change data and moisture potentials under various overburden pressures, the behaviour of possible moisture profiles are described at equilibrium and under steady vertical flows in swelling soils. It is shown that high overburden pressures lead to soil water behaviour quite different from any previously reported.
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Zhang, Guanghui, and 張廣輝. "Soil-water characteristics of sandy soil and soil cement with and without vegetation." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2014. http://hdl.handle.net/10722/208025.

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The use of soil cement as a growth medium was examined in this study. During the monitoring, green soil cement revealed diverse ecological values. The survival rates of plants in each soil conditions were higher than 80%,which was very promising. Furthermore, the survival rates dropped when the soil density reached95%, which means soil density might influence the survival rate of plant. Plant growth rates in sandy soil were higher than that in soil cement. In particular, low soil density facilitated plant growth in sandy soil, whereas density effect was not clear to plant growth performance in soil cement. Experiments were undertaken to study the soil-water characteristics of sandy soil and soil cement in field and laboratory condition. The influence of vegetation and material density on the development of negative pore water pressure (PWP) and degree of saturation (Sr) in the studied materials was investigated. The field planting experiments proved a promising survival rate of Schefflera heptaphylla in both types of materials while sandy soil promoted better growth of the seedlings than the soil cement. From the field study, PWP and Sr of sandy soil responded noticeably and promptly to natural drying and wetting cycles. However, the responses in soil cement were relatively mild. When subjected to the same drying-wetting cycles, PWP responded more slowly and to a smaller magnitude compared with that of soil cement. In addition, Sr changed little in soil cement. An increase in the density of the sandy soil promoted rapid development of negative PWP, while an opposite trend was observed for soil cement. Attempts have been made to explain the observations from the perspectives of material permeability and change in water content during a drying period in both soil types. Furthermore, in sandy soil, the development of PWP (with a measurement limit of -90 kPa) was minimally affected by the presence of vegetation, while vegetation noticeably helped the development of negative PWP in the soil cement. Bounds of the soil-water characteristic curve of the studied materials were presented based on estimates from the drying and wetting scanning curves derived from the field monitoring. A complementary laboratory study was carried out in an environmental chamber with controllable temperature and humidity. Monitoring results from the laboratory agreed well with that obtained from the field.
published_or_final_version
Civil Engineering
Master
Master of Philosophy
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Bagour, Mohammed H., and Donald F. Post. "Predicting the Volumetric Water Content of Irrigated Arizona Soils at Different Soil Water Potentials." Arizona-Nevada Academy of Science, 2001. http://hdl.handle.net/10150/296584.

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Buchanan, Margaret MacNeill. "Soil Water Flow and Irrigated Soil Water Balance in Response to Powder River Basin Coalbed Methane Product Water." Thesis, Montana State University, 2005. http://etd.lib.montana.edu/etd/2005/buchanan/BuchananM0505.pdf.

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A repacked soil columns experiment and a series of computer soil water balance simulations were conducted to examine potential impacts of coalbed methane (CBM) water from Montana's Powder River Basin (PRB) on soil water flow and water balance in PRB soils. CBM water is often high in sodium, which may separate soil clay particles, particularly after soil exposure to low-salinity rainfall or snowmelt, and when soils contain expansible smectite clay minerals. Aggregates in soils exposed to sodic water may swell and slake, and clays and other fine particles may disperse, clogging soil pores and slowing or preventing soil water flow. In the soil columns experiment, A and B horizon materials from sandy loam, silt loam, and clay loam soils were pre-treated with water having salinity and sodicity typical of PRB CBM water or of Powder River (PR) water currently used for irrigation in the basin. Tension infiltrometer measurements were used to determine infiltration flux, first using pre-treatment water, and subsequently deionized (DI) water, simulating rainwater. Measurements were compared by pre-treatment water, horizon, and soil type. Under pre-treatment water testing, the sandy loam and clay loam soils pre-treated with CBM water exhibited smaller infiltration flux values than when pre-treated with PR water. Only the sandy loam soil showed a greater decrease in infiltration flux with DI water on soils pre-treated with CBM relative to PR water pre-treated soils. There was no difference in infiltration flux decrease with DI water between A and B horizon soils, or between smectite and non-smectite soils. The soil water balance numerical simulations modeled potential effects of sodic irrigation waters on sandy loam, silt loam, clay loam and silty clay PRB soils under sprinkler or flood irrigation, during one growing season. Baseline soil water retention functions were constructed for the five soils, and adjusted via trends identified in the literature to create five additional functions for each soil, simulating exposure to five increasingly sodic irrigation waters. Simulation results showed greater impact of sodic irrigation under flood than sprinkler irrigation. The fine sandy loam and silty clay loam soils exhibited the fewest changes in water balance partitioning, while the silt loam and silty clay soils showed the greatest changes, especially in increased runoff and reduced transpiration.
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Alvenäs, Gunnel. "Evaporation, soil moisture and soil temperature of bare and cropped soils /." Uppsala : Swedish Univ. of Agricultural Sciences (Sveriges lantbruksuniv.), 1999. http://epsilon.slu.se/avh/1999/91-576-5714-9.pdf.

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Kwong, Chin Pang. "Field and laboratory experimental study of water infiltration in cracked soil /." View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202009%20KWONG.

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Barrett, Gary Edward. "Infiltration in water repellent soil." Thesis, University of British Columbia, 1988. http://hdl.handle.net/2429/28618.

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Observations made at Goat Meadows - a small sub-alpine basin located near Pemberton, British Columbia -demonstrated that a layer which is either water repellent or has only a limited affinity for water is present at most vegetated sites. The layer is typically a few centimetres in thickness, and is usually located at or near the top of the profile: it was present only in the zone of accumulation of organic matter. The spatial distribution of the layer did not appear to be related to the distribution of any particular species of plant. Sampling of sub-alpine sites in the Cascade, Selkirk, and Purcell Mountains indicated that such layers are common in the alpine - sub-alpine ecotone of southern British Columbia. The relationship between ponding depth and infiltration rate was explored through experiments conducted on samples collected near Ash Lake, in Goat Meadows. These samples were chosen for analysis because the repellent layer was in excess of thirty centimetres thick at this site. Infiltration rates remained below 2x10⁻⁹ m/s for all samples, even given ponding depths of up to forty centimetres. Breakthrough of liquid water was not observed, even after one month, which implies that most of the infiltration occurred as vapour transfer. In order to observe the movement of liquid water through water repellent media, a plexiglas cell was constructed. A synthetic water repellent sand with uniform surface properties was used as the medium. It was found that up to some critical depth, there was no entry of water into the medium. As the ponding depth was increased in steps, the front would advance in steps: it remained stationary between these step-increases in ponding depth. As the front advanced, protuberances or "fingers" began to develop. At some critical ponding depth, a finger would grow without bound. These observations pose a challenge to existing models of infiltration, since it appears that heterogeneity at the scale of individual pores must be invoked to explain them, but it is usually assumed that the properties of a porous medium are continuous at this scale. The thermodynamics of filling and emptying of pores is considered with emphasis on the effects of pore shape and of variations in the physicochemical properties at the scale of the pore. This thermodynamic analysis provides the conceptual basis for development of a model of infiltration in which pore-scale heterogeneity is preserved. Although it was not developed as such, the model follows the approach of cellular automata, in which local relations between pores or "cells" govern the behaviour of the system. The model replicated the observations of infiltration into synthetic water repellent porous media well: both the halting advance of the front as the ponding depth was increased and the development of fingers were simulated. The fact that such complex behaviour was predicted using only a simple set of physically based rules confirms the power of the approach.
Arts, Faculty of
Geography, Department of
Graduate
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Chen, Chien-chang. "Shear induced evolution of structure in water-deposited sand specimens." Diss., Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/22724.

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Miller, Christopher James. "Mechanisms of water colour release from organic soils and consequences for catchment management." Thesis, Available from the University of Aberdeen Library and Historic Collections Digital Resources. Online version available for university members only. This requires an institutional login off-campus, 2008. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=24724.

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Ward, Philip R. "Generation of water repellence in sands, and its amelioration by clay addition /." Adelaide, 1993. http://web4.library.adelaide.edu.au/theses/09PH/09phw262.pdf.

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Books on the topic "Soil water"

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Soil water dynamics. New York, NY: Oxford University Press, 2002.

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1935-, Tabuchi Toshio, and Warkentin Benno P, eds. Soil-water interactions: Mechanisms and applications. New York, N.Y: Dekker, 1988.

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1935-, Tabuchi Toshio, and Warkentin Benno P, eds. Soil-water interactions: Mechanisms and applications. 2nd ed. New York: M. Dekker, 1995.

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Iwata, Shingo. Soil-water interactions: Mechanisms and applications. 2nd ed. New York: M. Dekker, 1995.

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Soil water and ground water sampling. Boca Raton, Fla: Lewis Publishers, 1995.

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McGill University. Geotechnical Research Centre., ed. GRC studies on soil properties and soil-water relations. Montreal, Que., Canada: McGill University, Geotechnical Research Centre, 1993.

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Water flow in soils. 2nd ed. Boca Raton: Taylor & Francis, 2006.

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Coote, Roger. Rocks, soil and water. Aylesbury: Ginn, 1993.

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1914-, Hobbs J. Arthur, Donahue Roy Luther 1908-, and Troeh Frederick R, eds. Soil and water conservation. 2nd ed. Englewood Cliffs, N.J: Prentice-Hall, 1991.

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W, Ley Thomas, Washington State University. Cooperative Extension., Oregon State University. Extension Service., University of Idaho. Cooperative Extension System., and United States. Dept. of Agriculture., eds. Soil water monitoring & measurement. [Olympia, Wash.]: Washington State University Cooperative Extension, 1994.

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Book chapters on the topic "Soil water"

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Price, Michael. "Soil water." In Introducing Groundwater, 30–38. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-1-4615-1811-2_5.

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Davie, Tim, and Nevil Wyndham Quinn. "Soil Water." In Fundamentals of Hydrology, 107–32. Third Edition. | New York : Routledge, 2019. | Series: Routledge Fundamentals of Physical Geography series | Previous edition: 2008.: Routledge, 2019. http://dx.doi.org/10.4324/9780203933664-6.

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Davie, Tim, and Nevil Wyndham Quinn. "Soil Water." In Fundamentals of Hydrology, 107–32. Third Edition. | New York : Routledge, 2019. | Series: Routledge Fundamentals of Physical Geography series | Previous edition: 2008.: Routledge, 2019. http://dx.doi.org/10.4324/9780203798942-6.

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Mukherjee, Swapna. "Soil Water." In Current Topics in Soil Science, 87–104. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-92669-4_9.

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Kutílek, Miroslav, and Donald R. Nielsen. "Soil Is Never Without Water." In Soil, 101–17. Dordrecht: Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9789-4_8.

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Kutílek, Miroslav, and Donald R. Nielsen. "How Water Flows in Soil." In Soil, 119–35. Dordrecht: Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9789-4_9.

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Hanks, R. J. "Water Quantities." In Applied Soil Physics, 1–22. New York, NY: Springer New York, 1992. http://dx.doi.org/10.1007/978-1-4612-2938-4_1.

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Hanks, R. J. "Water Potentials." In Applied Soil Physics, 23–62. New York, NY: Springer New York, 1992. http://dx.doi.org/10.1007/978-1-4612-2938-4_2.

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Jeffrey, David W. "Soil matrix and soil water." In Soil~Plant Relationships, 109–28. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-011-6076-6_8.

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McCool, D. K., and K. G. Renard. "Water Erosion and Water Quality." In Advances in Soil Science, 175–85. New York, NY: Springer New York, 1990. http://dx.doi.org/10.1007/978-1-4613-8982-8_8.

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Conference papers on the topic "Soil water"

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"Soil Water." In Irrigation Systems Management. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2021. http://dx.doi.org/10.13031/ism.2021.2.

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Otomo, K., and N. Shikazono. "Immobilization of Cr6+in Soil as Using a Mixed Soil by Inside Adsorption." In WATER DYANMICS: 4th International Workshop on Water Dynamics. AIP, 2007. http://dx.doi.org/10.1063/1.2721268.

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Zou, L., and E. C. Leong. "Soils with Bimodal Soil-Water Characteristic Curve." In Second Pan-American Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481684.006.

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Miao, Linchang, Fei Jing, and Sandra L. Houston. "Soil-Water Characteristic Curve of Remolded Expansive Soils." In Fourth International Conference on Unsaturated Soils. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40802(189)80.

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Amano, R. S. "Removal of volatile organic compounds from soil." In WATER POLLUTION 2010. Southampton, UK: WIT Press, 2010. http://dx.doi.org/10.2495/wp100101.

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Hara, J., and Y. Kawabe. "Long-term Persistence of Cyclodiene Pesticide in Soil." In WATER DYANMICS: 4th International Workshop on Water Dynamics. AIP, 2007. http://dx.doi.org/10.1063/1.2721245.

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Hu, Pan, Qing Yang, and Maotian Luan. "Measurement of Soil Suction and Soil-Water Characteristics of Bentonite-Sand Mixtures." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20980.

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Abstract:
The soil-water characteristic curve (SWCC) is a widely used experimental means for assessing fundamental properties of unsaturated soils for a wide range of soil suction values. The study of SWCC is helpful because some properties of unsaturated soils can be predicted from it. Nowadays, much attention has been paid to the behaviours of highly compacted bentonite-sand mixtures used in engineering barriers for high level radioactive nuclear waste disposal. It is very important to study the various performances of bentonite-sand mixtures in order to insure the safety of high-level radioactive waste (HLW) repository. After an introduction to vapor phase method and osmotic technique, a laboratory study has been carried out on compacted bentonite-sand mixtures. The SWCC of bentonite-sand mixtures has been obtained and analyzed. The results show that the vapor phase method and osmotic technique is suitable to the unsaturated soils with high and low suction.
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Garcia, Elizabeth Silva, and Eduardo Rojas. "Estimation of soil-water retention curve for expansive soils." In 2021 XVII International Engineering Congress (CONIIN). IEEE, 2021. http://dx.doi.org/10.1109/coniin54356.2021.9634707.

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Pitt, R. E., S. Chen, S. Clark, and J. Lantrip. "Soil Structure Effects Associated with Urbanization and the Benefits of Soil Amendments." In World Water and Environmental Resources Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40792(173)221.

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Hara, J., Y. Kawabe, H. Sugita, Y. Imoto, K. Marumo, and T. Komai. "Human Risk Assessment of Arsenic in Soil in Miyagi Prefecture." In WATER DYANMICS: 4th International Workshop on Water Dynamics. AIP, 2007. http://dx.doi.org/10.1063/1.2721244.

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Reports on the topic "Soil water"

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Stevens A. J. Booster soil, component, and water activation. Office of Scientific and Technical Information (OSTI), September 1987. http://dx.doi.org/10.2172/1150470.

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Jayaweera, Indira S., Montserrat Marti-Perez, Jordi Diaz-Ferrero, and Angel Sanjurjo. Water as a Reagent for Soil Remediation. Office of Scientific and Technical Information (OSTI), March 2003. http://dx.doi.org/10.2172/808528.

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Indira S. Jayaweera, Montserrat Marti-Perez, Jordi Diaz-Ferrero, and Angel Sanjurjo. WATER AS A REAGENT FOR SOIL REMEDIATION. Office of Scientific and Technical Information (OSTI), November 2001. http://dx.doi.org/10.2172/808964.

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Atalay, A., and D. Vir Maggon. Selenium in Oklahoma ground water and soil. Office of Scientific and Technical Information (OSTI), March 1991. http://dx.doi.org/10.2172/5127191.

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Indira S. Jayaweera, Montserrat Marti-Perez, Jordi Diaz-Ferrero, and Angel Sanjurjo. WATER AS A REAGENT FOR SOIL REMEDIATION. Office of Scientific and Technical Information (OSTI), March 2001. http://dx.doi.org/10.2172/824937.

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Indira S. Jayaweera and Jordi Diaz-Ferraro. WATER AS A REAGENT FOR SOIL REMEDIATION. Office of Scientific and Technical Information (OSTI), February 2000. http://dx.doi.org/10.2172/824939.

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Black, Patrick B., and Allen R. Tice. Comparison of Soil Freezing Curve and Soil Water Curve Data for Windsor Sandy Loam. Fort Belvoir, VA: Defense Technical Information Center, October 1988. http://dx.doi.org/10.21236/ada202365.

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Schaffer, C. L. Analysis of soil and water for TATB content. Office of Scientific and Technical Information (OSTI), November 1992. http://dx.doi.org/10.2172/10138438.

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Cook, David R. Soil Water and Temperature System (SWATS) Instrument Handbook. Office of Scientific and Technical Information (OSTI), April 2016. http://dx.doi.org/10.2172/1251383.

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Ellithy, Ghada. Spreadsheet for estimating soil water characteristic curves (SWCC). Geotechnical and Structures Laboratory (U.S.), June 2017. http://dx.doi.org/10.21079/11681/22582.

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You might also be interested in the extended bibliographies on the topic 'Soil water' for particular source types:
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