Plant wilting can be caused either by the plant or by the soil

Soil Research ◽  
2012 ◽  
Vol 50 (8) ◽  
pp. 708 ◽  
Author(s):  
Ewa A. Czyż ◽  
Anthony R. Dexter

In this paper, plant wilting is re-analysed and re-interpreted on the basis of previously published work. Wilting is considered only in terms of the stress caused by the matric suction of the soil water. Other factors that can induce wilting, such as salinity and plant pathogens, are not considered. It is found that there is confusion around the subject for two main reasons. First, it is usually assumed that the matric suction of the pore water that exists in soil samples when they are removed from pressure plate extractors is equal to the air pressure that was applied. Second (and this is a special case of the first reason), because the soil water content when most plants wilt is very close to that remaining in soil samples on pressure plates operating with an air pressure of 1.5 MPa, it is assumed that plants wilt at a pore water suction of 1.5 MPa. These assumptions are examined here, and it is shown that neither of them is true. Published results are used for the wilting condition. The recently described double-exponential (DE) equation for soil water retention is used for cases where the water is non-equilibrated because of hydraulic cut-off. The non-equilibrated condition is appropriate for plant roots because they, like pressure plate extractors, extract water from soil by immiscible displacement. The DE equation is used to illustrate the conditions under which plant wilting can be either a plant or a soil property. It is shown how this approach can be used to estimate the pore water suction at which plants would wilt because the soil is no longer able to supply water to their roots. It is demonstrated that the commonly used, but often erroneous, value for the wilting-point suction of h = 1.5 MPa is a consequence of the fact that this is the largest value of air pressure used in pressure cell extractors. It is therefore neither a plant nor a soil property, but is an artefact of the experimental procedure. The use of the DE equation for soil water retention shows that we know only that h ≤1.5 MPa, and that h can be as small as 0.2 or 0.3 MPa. Implications for estimation of plant water availability in soils, for plant breeding, and for soil microbial activity are discussed.

GeoHazards ◽  
2018 ◽  
Vol 1 (1) ◽  
pp. 3-19 ◽  
Author(s):  
Yulong Chen

The soil–water retention curves (SWRC) of soil plays a key role in unsaturated soil mechanics, which is a relatively new field of study having wide applications particularly in geotechnical and geo-environmental engineering. SWRCs were used to evaluate the ability of unsaturated soils to attract water with various water contents and matric suctions. Drying and wetting SWRCs for a sandy soil with different dry densities were studied in a laboratory. Proton nuclear magnetic resonance, image processing technology, and mercury intrusion porosimetry were used to characterize the microscopic mechanisms of pore size distribution in the soil. Soil–water retention in the soil samples was strongly dependent on the dry density. With zero matric suction, soil samples with a higher dry density had a lower initial volumetric water content. Volumetric water content changed at a slower rate when values of matric suction increased in soils with a higher dry density. Soil samples had residual matric suction and a larger air-entry value with a smaller slope of the SWRC when they had a higher density. Dry density change is mainly responsible for the large pores. The number of large pores decreased as dry density increased. As the dry density increased, the area of macropores occupying the largest portion decreased, while the area of mesopores and micropores increased. Minipores accounted for the smallest proportion of total area and they were nearly constant. The proportion of large diameter pores decreased relative to pores with small diameters in the tested soils. The total pore volume was lower for soil specimens that had larger dry densities, as compared to relatively loose specimens. There was hysteresis between the drying and wetting curves for all soil samples. Hysteresis decreased as the dry density of the soil increased. The different liquid–solid contact angle was the main factor causing hysteresis of SWRC.


2014 ◽  
Vol 567 ◽  
pp. 8-13 ◽  
Author(s):  
Nuraddeen Muhammad Babangida ◽  
Muhammad Askari ◽  
Khamaruzaman Wan Yusof ◽  
Raza Ul Mustafa Muhammad

The determination of soil hydraulic properties is of paramount importance as they are needed in many models of water and solute transport in soils, however conventional methods are quite difficult, expensive and sometimes cumbersome to use. Most studies of soil water retention functions are for temperate soils and their soil water retention curve (SWRC) cannot be extrapolated to tropical region, as such this study focused solemnly on SWRC of soils of tropical region (Malaysia and Indonesia to be specific). The analytical models of Brooks & Corey, van Genuchten and Kosugi were applied to model the SWRC for humid tropical soils, parameters of the three models were optimised by fitting them to 191 soil samples, of 10 different classes (International society of soil science classification) using VBA & MS excel solver add in. A comparison of the fitting capabilities and model quality was made using the sum of square of errors (SSQE) between observed and modelled values and, Akaike information criterion (AIC) respectively. The Kosugi model was found to describe the SWRC of the tropical soil samples better than the other models, as it has the lowest SSQE and AIC values.


Irriga ◽  
2010 ◽  
Vol 15 (2) ◽  
pp. 193-207 ◽  
Author(s):  
Patricia Dos Santos Nascimento ◽  
Luis Henrique Bassoi ◽  
Vital Pedro da Silva Paz ◽  
Carlos Manoel Pedro Vaz ◽  
João De Mendonça Naime ◽  
...  

A curva de retenção de água no solo pode ser estimada por diversos métodos, e alguns deles demandam maior tempo para a sua determinação. Assim, o objetivo desse trabalho foi a comparação da curva de retenção de água no solo, determinada pelos métodos de Arya & Paris, câmara de Richards e centrífuga, em um Neossolo Quartzarênico em Petrolina - PE. Nas camadas de 0,00-0,20, 0,20-0,40 e 0,40-0,60 m de profundidade, foram coletadas amostras deformadas em 3 pontos de uma área cultivada com videiras irrigadas, as quais foram homogeneizadas por camada, formando assim uma amostra composta para cada camada; em seguida, tais amostras foram subdividas em três subamostras e cada uma foi encaminhada para a determinação da curva de retenção de água no solo pelos métodos testados. Os resultados obtidos pelo método de Arya & Paris não apresentaram correspondência com os obtidos pelos métodos da centrífuga e da câmara de Richards. No entanto, o desenvolvimento de calibrações específicas do método de Arya & Paris para os solos irrigados do Submédio São Francisco é recomendada, tanto pela possibilidade de uso da curva de retenção de água no solo para o manejo de irrigação, como pelo potencial do método quanto à determinação rápida.   UNITERMOS: retenção de água do solo, analisador granulométrico, método.     NASCIMENTO, P. dos S.; BASSOI, L. H.; PAZ, V. P. da S.; VAZ, C. M. P.; NAIME, J. de M.; MANIERI, J. M. COMPARATIVE STUDY OF DETERMINING METHODS OF SOIL WATER RETENTION CURVE     2 ABSTRACT   Soil water retention curve can be estimated by different methods, and some of them are time consuming. Hence, this research aimed to determine and compare the soil water retention curve, obtained by the methods proposed by Arya & Paris, Richards (pressure membrane apparatus) and centrifuge, of a Typic Quartzipisamment from Petrolina, State of Pernambuco, Brazil. To determine the soil water retention curve in the layers of 0.00-0.20; 0.20-0.40 and 0.40-0.60 m depths, disturbed soil samples were collected in three points of an irrigated vineyard area. The disturbed soil samples were homogenized by layer, thus forming a composed sample for each soil layer. These samples were subdivided into three sub samples, and each one was used to determination of soil water retention curve by the methods tested. The results from method proposed by Arya & Paris did not present similarity with those obtained by Richards´chamber and centrifuge methods. Nevertheless, the development of specific calibration to irrigated soils from Lower-middle São Francisco region is recommended due to the application of soil water retention curve to irrigation scheduling as well as the quickness of the method.   KEYWORDS: soil water retention, granulometry analyzer, method.  


2021 ◽  
Author(s):  
Urša Pečan ◽  
Luka Žvokelj ◽  
Jure Ferlin ◽  
Vesna Zupanc ◽  
Marina Pintar

<p>Soil hydraulic properties provide important information about soil behavior under unsaturated and saturated conditions. Often sampling of undisturbed soils is not possible and soil samples have to be repacked for laboratory analysis. The HYPROP® measuring system (METERgroup, Munich, Germany) is a convenient method for determination of soil water retention characteristics and unsaturated hydraulic conductivity of undisturbed soil samples. It measures the matric potential of the saturated and drying soil sample using two tensiometers placed at different depths. Although the tensiometers are based on a new design that theoretically withstands cavitation at higher tension values, they are still considered to operate in the low tension range. Since soil water retention properties in the low tension range are strongly influenced by soil structure and pore size distribution, we were interested in the changes in hydraulic properties when measured on disturbed and then repacked samples, and undisturbed soil samples. Therefore, we investigated the soil hydraulic properties of three different soil types using the evaporation method on undisturbed and repacked samples. The results provide important insights for the interpretation of the results when the collection of undisturbed samples is not possible, and for designing laboratory experiments with repacked soils.</p>


2020 ◽  
Author(s):  
Anna Rafalska-Przysucha ◽  
Radosław Szlązak ◽  
Justina Vitková ◽  
Łukasz Gluba ◽  
Mateusz Lukowski ◽  
...  

<p>Biochar is a carbon-rich material obtained from the process of biomass pyrolysis. Due to its desirable properties, it is discussed as a soil amendment to improve soil quality; for example, adding biochar can change soil water retention by modifying soil textural and structural properties. However, the optimal fabrication conditions and proportions of biochar particles sizes, that would improve soil properties are still not precisely known. In our research, we investigated the influence of grain size and a dose of biochar on water retention of sandy soil. For this purpose, water retention curves (pF) were measured, as it indicates such important properties as plant available water, field water capacity, wilting point. The studies were carried out on podzol soil samples taken from meadow located in Sekow, Poland, mixed with different percentage mass content of sunflower husk biochar produced in 650-750°C (0.95, 2.36, 4.76 and 9.52% of sample weight). Samples contain one of biochar granulometric fraction: 250-100, 100-50 or less than 50 µm. The control included soil samples with the addition of mixed fractions of biochar and soil without biochar. The research method we used allows obtaining information about plant available water content by comparing differences in water content between 0.06 and 5 bar pressure points which corresponding to a 1.85-3.7 pF. In this range, most plants can use water for their growth and development. Our results revealed that, surprisingly, soil with all fractions of biochar reduces the amount of available water for plants compared to the control (soil without biochar), regardless of the biochar dose applied. However, fractionated biochar can both increase or decrease the soil water content, depending on the particle size and dose. Small doses of sunflower husk biochar (0.95 and 2.36%) and the finest fraction (<50μm) have the most beneficial effects for water retention of investigated soil. Our research may strongly suggest the biochar producers that the production of biochar with the right fraction may be more favourable for increasing soil water retention. </p><p>Research was partially conducted under the project “Water in soil - satellite monitoring and improving the retention using biochar” no. BIOSTRATEG3/345940/7/NCBR/2017 which was financed by Polish National Centre for Research and Development in the framework of “Environment, agriculture and forestry” – BIOSTRATEG strategic R&D programme.</p>


2017 ◽  
Vol 65 (3) ◽  
pp. 307-320 ◽  
Author(s):  
Andry Rustanto ◽  
Martijn J. Booij ◽  
Henk Wösten ◽  
Arjen Y. Hoekstra

AbstractHydrological models often require input data on soil-water retention (SWR), but obtaining such data is laborious and costly so that SWR in many places remains unknown. To fill the gap, a prediction of SWR using a pedotransfer function (PTF) is one of the alternatives. This study aims to select the most suitable existing PTFs in order to predict SWR for the case of the upper Bengawan Solo (UBS) catchment on Java, Indonesia. Ten point PTFs and two continuous PTFs, which were developed from tropical soils elsewhere, have been applied directly and recalibrated based on a small soil sample set in UBS. Scatter plots and statistical indices of mean error (ME), root mean square error (RMSE), model efficiency (EF) and Pearson’s correlation (r) showed that recalibration using the Shuffled Complex Evolution-University of Arizona (SCE-UA) algorithm can help to improve the prediction of PTFs significantly compared to direct application of PTFs. This study is the first showing that improving SWR-PTFs by recalibration for a new catchment based on around 50 soil samples provides an effective parsimonious alternative to developing a SWR-PTF from specifically collected soil datasets, which typically needs around 100 soil samples or more.


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