Effects of sodium polyacrylate on water retention and infiltration capacity of a sandy soil
© Zhuang et al.; licensee Springer 2013
Published: 11 December 2013
Based on the laboratory study, the effects of sodium polyacrylate (SP) was investigated at 5 rates of 0, 0.08, 0.2, 0.5, and 1%, on water retention, saturated hydraulic conductivity(Ks), infiltration characteristic and water distribution profiles of a sandy soil. The results showed that water retention and available water capacity effectively increased with increasing SP rate. The Ks and the rate of wetting front advance and infiltration under certain pond infiltration was significantly reduced by increasing SP rate, which effectively reduced water in a sandy soil leaking to a deeper layer under the plough layer. The effect of SP on water distribution was obviously to the up layer and very little to the following deeper layers. Considering both the effects on water retention and infiltration capacity, it is suggested that SP be used to the sandy soil at concentrations ranging from 0.2 to 0.5%.
Due to its high sand content and little clay content, which means big inter-granular space, sandy soil has very low water-holding capacity, which results in the easy deep percolation of water and the diffusion of water through macro-pore to surface and finally the evaporation; Meanwhile the capillary of sandy soil is relatively thick, which leads to the low ascending height of capillary water, so it is very difficult to depend on the ascending effect of groundwater through capillary to back moisten the surface soil. And therefore it is very important to improve the water-holding capacity of sandy soil itself and its permeability characteristics so as to enhance the water supply capacity and water use efficiency. Due to its special molecular structure and plenty of hydrophilic groups, water retaining agent, also called soil amendment, super absorbent resin and polymer, can have a retention of pure water with the weight of hundreds of and even thousands of times as water retaining agent itself and meanwhile modify soil structure through bonding soil particle and swelling by soil itself. As a sort of novel adjustment measure water retaining agent has been proposed and applied to modify soil and improve soil water-holding capacity and has been emphasized universally all over the world. Sodium polyacrylate with ultra-high molecular, which is one of the water retaining agents, has stronger water absorbent capacity, higher water absorption rate and lower price, and so has a wide application prospect.
Through a simulation test Sivapalan found out that after the application of crosslinked polyacrylamide into sandy soil by 0.03% and 0.07% respectively and at the water suction of 0.01 Mpa the moisture capacity increased by 23% and 95% respectively in comparison with control. Through study Feng Hao found out that the application of three kinds of polymers (polyacrylic acid, polyvinyl alcohol, urea-formaldehyde resin) made soil water stable aggregate content increase by 17.27% averagely and density decrease by 11.18%, and soil water holding capacity increase by 2.8 times  compared with control. Huang Zhanbin et al  and Yuan Xuefeng et al  found that the addition of polymer into soil could enhance the bonding force between particles which are easy to disperse, and form larger aggregate structure, and especially the aggregate ratio of particles larger than 1 mm increased rapidly. Yang Peiling found that under the constant water head, after the application of water retaining agent of polymer, both the saturated hydraulic conductivity and infiltration rate decreased .
The purposes of this paper are as follows: (1) To introduce a sort of sodium polyacrylate with ultra-high molecular to apply to the improvement of water holding capacity of sandy soil; (2) To study the effect of sodium polyacrylate on saturated hydraulic conductivity and permeability property of sandy soil through experiment; (3) Tentatively to propose the suitable application amount of sodium polyacrylate into sandy soil.
Materials and methods
Experimental soil was collected from the 30 cm layer of soil surface at the exposition garden of national water saving irrigation engineering technology research center at Yangling, and the soil texture is sandy soil (sand content is 80.04%, silt content is 14.31%, and clay content is 5.65%). The soil sample was naturally dried (mass soil water content is 0.45%) and then sieved with a sieve of 2 mm for reservation.
Sodium polyacrylate (SP for short) was produced and provided by Northwestern polytechnical university, which is spherical and translucent crystal particle, which is colorless and tasteless, and of uniform size (diameter is 0.2 mm or so) and whose molecular weight is 15 million-20 million.
Experimental design and determination method
Sodium polyacrylate (SP) and dry soil should be well mixed by the weight ratio of 0, 0.08%, 0.2%, 0.5% and 1% respectively, and then five treatments of various concentrations can be obtained (C = 0, 0.08%, 0.2%, 0.5%, 1%, denoted by CK, SP0.08, SP0.2, SP0.5 and SP1 respectively). During the experimental process the soil bulk density should be 1.5 gcm-3.
The moisture retention curve of sandy soil was determined by use of centrifuge method. Soil treated with SP by different concentrations was fully saturated and then put in the high speed centrifuge to determine water content θ  under various water potential (centrifugal force) S.
Saturated hydraulic conductivity was determined by use of the constant water head method with double ring sampler. Soil treated with SP of various concentrations was put into ring sampler by the bulk density of 1.5 gcm-3, and then after full saturation the final stable water conduction rate Ks was determined under the water head (2 cm) controlled by flask Ma.
The infiltration experiment was carried out by use of one-dimensional soil column experiment. Soil treated with SP of various concentrations was put into the transparent glass tube by fixed bulk density layer by layer of 5 cm (height of glass tube is 70 cm, and inner diameter is 5.3 cm), and the soil height was 60 cm. Water was supplied by flask Ma and the constant water head was 2 cm. The water level scale and wetting front distance Z of flask Ma should be recorded every certain time. When the wetting front distance was 50 cm or so, the soil column was placed horizontally and then soil water content of different profile (every 2.5 cm) was determined by use of drying method.
Results and analysis
Effect on water-holding capacity of sandy soil
In the formula: θ represents soil water content, and the unit is cm3cm-3; S represents water suction, and the unit is Mpa; a and b are constant.
With the amount of SP increasing, the value of a increases. Through experiment Zhao Shiwei  found that the larger the value of a is, the stronger the soil water holding capacity is, which also demonstrates that the application of SP enhanced the soil water holding capacity, and the larger amount, the stronger capacity.
In the formula: θ a represents the maximum water supply quantity, and the unit is cm3cm-3; θ 0.01 andθ 1.5 represents soil water contents under the water suctions of 0.01 Mpa and 1.5 Pma respectively, and the unit is cm3cm-3.
Effect on saturated hydraulic conductivity
In the formula: Ks represents saturated hydraulic conductivity, and the unit is cmh-1; SP% represents the application amount of SP; Under the treatments of SP0.08, SP0.2, SP0.5 and SP1, the Ks decreased by 42.53%, 55.45%, 87.55% and 96.5% respectively compared with CK. The cause of the decrease of Ks may be that the water absorption by SP and then the expansion decreased the paths for infiltration of water, and secondly the viscosity of SP itself become bigger, which increased the resistance against the migration of water downward in the soil, and the final result is presented as the decrease of Ks. That is the application of SP into sandy soil can decrease the infiltration capacity of water into deep layer under the saturation state, and the larger the application amount is, the larger the decreased degree is, which is helpful to store water within a certain arable layer.
Effect on the migration of wetting front
Effects of treatments on the advance of wetting front
Z = at b
a ⋅ b
Z = 7.30t 0.6
Z = 5.27t 0.65
Z = 4.81t 0.64
Z = 4.27t 0.5
Z = 1.75t 0.39
In the formula: the value of a ⋅ b basically determines the value of dZ/dt (the forward rate of wetting front). It has been shown in table 1 that the value of a ⋅ b significantly decreases with the application amount of SP increasing, and that is to say the application of SP significantly decreases the migration rate of wetting front, and the larger the application amount of SP is the smaller the migration rate of wetting front is, and also the time needed by wetting front to reach a certain distance. For instance, as for the treatments of CK, SP0.08, SP0.2, SP0.5 and SP1, under the irrigation condition of small amount of high drops on the surface, the time needed by wetting front to reach the distance of 20 cm are 5.4, 7.7, 9.4, 22.1 and 498.9 min respectively, which increases by 42.59%, 74.07%, 309.26% and 9138.89% respectively compared with CK.
Effect on water content of soil profile
Effect on infiltration
In the formula: i represents the cumulative infiltration within a certain time, and the unit is mm; D i represents the initial quantity of soil water deficit, and the unit is cm3cm-3, where the water content of saturated layer, extension layer and wet layer of the surface soil is averaged into the water content of extension layer, and formula (7) is used to make the calculation, and the unit is cm3cm-3;θ T represents the water content of the extension layer, and the unit is cm3cm-3;θ i represents the initial soil water content, and the unit is cm3cm-3.
Effects of treatments on the parameters infiltration rate
I = mt n
I = 1.733t -0.4
I = 1.757t -0.418
I = 1.371t -0.35
I = 1.479t -0.413
I = 1.222t -0.36
I = 1.198t -0.363
I = 0.905t -0.5
I = 0.871t -0.449
I = 0.326t -0.61
I = 0.24t -0.544
Table 2 shows that the coefficients m of theoretical value and measured value both decrease with the application amount of SP increasing, and the larger the value of m is, the larger the infiltration rate I is, and thus the infiltration rate decreases with the application amount of SP increasing. The value of n is negative, which shows that the value of I decreases with t increasing, and that is to say the infiltration rate decreases with the prolongation of infiltration time. Through the comparison of the correlation between the measured value and the theoretical value, it can be seen that the correlation coefficient of the main parameter m influencing the function value is 0.997, and the significant level is 0.01, and as for the parameter n the correlation coefficient is 0.957, and the significant level is 0.05. That is there is higher consistency between the measured value and the theoretical value of infiltration rate I.
Conclusions and discussions
The following main conclusions have been drawn through the indoor simulation test for sodium polyacrylate: (1) The application of sodium polyacrylate can increase the water-holding capacity of sandy soil under different water potentials, including the maximum capillary water content and the wilting water level, and under the same water potential the larger the application amount of sodium polyacrylate is, the larger the water-holding capacity of sandy soil is, and as for the treatment of 0.08% the increasing amount of application amount is significantly lower than the three other treatments; (2) Sodium polyacrylate effectively enhances the maximum water storage and water supply capacity of sandy soil, and water supply capacity increases in power function with the application amount increasing, and as for the treatment of 0.08% the increasing amount of application amount is significantly lower than the three other treatments; (3) Sodium polyacrylate significantly decreases the saturated hydraulic conductivity of sandy soil, and the larger the application amount is, the larger the decreasing degree of saturated hydraulic conductivity is; (4) Under the infiltration condition of constant water head sodium polyacrylate decreases the forward rate of wetting front, and that is to say it decreases the migration velocity of water to the deep layer, and meanwhile the infiltration rate of sandy soil is decreased. The extremely low infiltration rate of the treatment of 1% completely hinders the infiltration of water into soil, and thus the application amount of 1% is too high, which is not suitable for popularization and application; (5) Under the condition of sufficient water supply for the surface soil sodium polyacrylate can increase the water content of saturated layer of the surface of sandy soil, but the effect for the extension layer is not significant, and thus the effect of applying sodium polyacrylate in various soil depths should be considered. (6) Based on the comprehensive consideration of the effect of sodium polyacrylate on the water storage capacity, the water supply capacity and the infiltration properties of sandy soil, the suitable application amount should be 0.2%-0.5%.
The application of sodium polyacrylate into the whole soil profile enhances the water storage capacity of the surface soil, and thus more water stays within the surface soil, and then the evaporation amount increases accordingly. Therefore it is recommended to move the application depth properly to the root zone under the soil surface. On the one hand, it is beneficial for the water infiltration from the surface soil to the root zone, and on the other hand it is helpful to decrease the water content of the surface soil and further to decrease the invalid evaporation. The further experimental study for the comprehensive effect of applying sodium polyacrylate into different soil depths will be needed.
The authors wish to thank the Young teacher researching foundation of SiChuan University (2009SCU11077), the foundation of State Key Laboratory of Hydraulic and Mountain River Engineering of Sichuan University, National 863 Projects during the 11th Five-Year Plan Period funded by the Ministry of Science and Technology of the PRC (2006AA100204) and Program for New Century Excellent Talents in University "new technique of high efficient transform of precipitation-soil water-plant water" for supporting this research. We also thank the anonymous reviewers and editors for constructive comments on the manuscript.
The publication costs for this article were funded by Scientific & Technical Development Inc.
This article has been published as part of SpringerPlus Volume 2 Supplement 1, 2013: Proceedings of the 2010 International Conference on Combating Land Degradation in Agricultural Areas (ICCLD'10). The full contents of the supplement are available online at http://www.springerplus.com/supplements/2/S1.
- Sivapalan S: Benefits of treating a sandy soil with a crosslinked-type polyacrylamide. Australian Journal of Experimental Agriculture 2006,46(4):579-584. 10.1071/EA04026View ArticleGoogle Scholar
- Fen H, Wu SF, Wu PT: Effect of macromolecule polymers on soft physical characteristics and runoff and sediment generation on slope land. Science of Soil and Water Conservation 2006,4(1):15-19.Google Scholar
- Huang ZB, Zhu SQ, Zhang LC, et al.: The Effect on Soil Improving and Water Saving Applied with Chemical Aquasorb in Agriculture. Research of Soil and Water Conservation 2004,11(3):557-60.Google Scholar
- Yun XF, Wang YK, WU PT, et al.: Effects and mechanism of PAM on soil physical characteristics. Journal of Soil and Water Conservation 2005,19(2):37-40.Google Scholar
- LIU D, REN SM, YANG PL: Influence of PAM to Soil Hydraulic Conductivity and Water Holding Capacity. 2006,25(4):56-63.Google Scholar
- Liu XY: Research Method of Soil Physics and Amendment. Shanghai: Shanghai Science and Technology Press; 1982.Google Scholar
- Zhao SW, Zhou YD, Wu JS: Soil moisture characteristics of different vegetations in northern of Ziwuling. Journal of Soil and Water Conservation 2002,16(4):119-122.Google Scholar
- Huang CY: Soil Science (In Chinese). Beijing: China Agriculture Press; 1980.Google Scholar
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