In situ measurements of moisture and salt movement in freezing soils D. M . GRAYAND R. J . GRANGER Division of'H.y);drology. Urrivrrsiry ( ~ ' S ~ ~ s k t r r c . / ~ r nSllsk(lroo11. ,lln, Sosk. Glrltrd(l S7N OW0 . Received August 16, 1985 Revision accepted Noverllbcr 20, 1985 The paper presents the results of field studies on thc movement of moisture and salts during frcczing of Prairie soils. I t is shown that large fluxes of water can migritc to thc freezing t'n)nt and move upward into the frozen soil above. The fluxcs arc largest in light-textured soils (c.g., silt loam) having a water table at shallow depth. However, substantial amounts of soil moisturc may also move in silty clay, silty clay loarn, and clay soils under dryland farming provided there is sufficient watcr present to support capillary flow. The dynamics of soil riioisture transfer under natural conditions as a result of freezing involves rrlovcment of water in both vapor and liquid phases. In the shallow surface layer of soil, to a depth of 300-400 mrn, vapor flow predominates; in the depth below, watcr usually moves primarily as a liquid. It is delnonstrdted that the accumulation of icc with time increases because of the downward movement of the freezing front and the upward movcmcnt of watcr into the fro~cnsoil above. In a silt loam with large fluxes, the ice content of the frozen zonc rapidly reaches a level (80-85% pore saturation) whcrc measurable migration ceases. Conversely, in a silty clay the movement of moisture into the frozen soil is observed to continue throughout most of the freezing period, and the ice content reaches 93% pore saturation. The grcater movement in thc finer grained soil is attributed to a higher free~ing-pointdepression, a larger numberof capillary pores. and a higher concent~itiono f soluble salts in the liquid films. A close association is observed between changes in the ice contcnt and clcctrical conductivity o f a silt loan1 after freezing. In a silty clay the agreement is less clear, probably the result of the exchange or ions between the migrating liquid water and the clay particles. Maximum amounts of exchangeable ions moving into a I rn depth of soil by thc freczing action are estimated to be 11.9 tlha in a silt loam and 15.7 tlha in a silty clay loam. Data showing the redistribution of water and salts during thawing are also presented and tliscussed. - -- L'aniclc prksente les ksultats d'ttudes de terrain sur le nlouvenlent de I'eau et des sels durant Ic gel dcs sols dcs Prairies. I I cst dCmontk que d'importantes quantitts d'eau peuvent migrer vers le front de congelation ct par ascencion pkndtrer dans le sol gel6 sus-jacent. Les sols h texture plus legere (p. ex. loam limoneux), ayant une nappe phrkatique peu profonde. produisent les flux d'eau les plus abondants. Cependant, dcs quantitks consistrdbles d'eau peuvent kgalement se dkplacer dans les sols composCs d'argile limoneuse, de loam li~nono-argileuxet d'argile sous-jacents a dcs cultures stchcs pourvu qu'il y ait sunisan~mentd'eau pour assurer I'kcoulelnent capillaire. La dynamique du transport de I'eau du sol dans dcs conditions naturelles due au gel implique un ~nouvementde I'cau tant en phase liquide que vapeur. A un nivcau pcu profond dans la couche du sol, soit a une profondeur de 300-400 mm, c'cst le transfert cn vapeur qui prddomine, a plus grdnde profondeur gknerdlelnent ,l'eau circulc surtout en phase liquide. II est dCmontk que I'accumulation de glace en fonction du temps augmentc a cause du nlouvement descendant du front de congtlation et du mouvelnent ascendant de I'eau dans Ic sol gel6 sus-.lacent. Dans le loam lirnoneux ou le flux est abondant. la quantite de glace dans la zonc gelkc attcint rdpidement un niveau (80-8576 de saturation des pores) ou ccssc toute migration rnesurablc. Par contre, dans une argile limoneuse le mouvement de I'eau dans le sol gel6 se poursuit durdnt presque toute la periodc de gel, et la quantitC de glace atteint 93% de saturation dcs pores. Le flux le plus abondant est dans les sols a grain plus fin, el il est attribut a une baisse du point de congelation, a un plus grand nombre de pores capillaires et a la plus forte concentration des sels solubles dans les minces pcllicules d'eau. Dans le loam limoneux gelc on observe une relation ktroite entre les changen~entsde la quantite dc glace et la conductivitC tlectriquc. Cette relation est nloins Pvidente dans I'argile limoneuse, due probablemcnt B I'cffet dc I'Cchange des ions entre I'cau liquide en voie de migration et les particules argileuses. Les quantitcs maximales d'ions Cchangeables ptnttrant une couche de I m de sol par I'effet de gel ont ett estinites a 11.9 tlha dans un loam limoneux et $ 15.7 tlha dans une loam liinonoargileux. Nous pksentons et discutons kgalement les rksultats obtenus sur la redistribution de I'eau et dcs scls durdnt le dCgel. [Triduit par la revue] Can. J . Earlh Scl. 23. 696-704 (1986) Introduction The degradation of soils as a result of salinization and the potential effects of reducing the area and crop yields of economically viable farmland used for the production of cereal grains on the Canadian Prairies are well-recognized problems. Vander Pluym (1982) estimated the area of cultivated land and rdngeland in western Canada affected by saline seepage to be of the order of I 500 000 ha, which in 1982 resulted in an estimated economic loss on areas under dryland farming of about $303 000 000.In Saskatchewan alone it is estimated that 160 000 20 000 ha is affected (Crosson 1976). and the rate of increase is 1 - IO%lyear (Rennie and Ellis 1978). Although salts can be fonned in place on or near the soil surface by weathering of parent material, the major accumula- + Pnnrd ~n Canada i InnpnnlC au Canada tions occur when salts dissolved in water are transported to the surface and deposited when the water evaporates. This process leads to the development of saline seeps, which are considered the major cause of salinization in the region. In some cases farm managcment practices, namely summer-fallowing. have been implicated as a cause of salinity because of the high soil moisture Ievels associated with that land use. The common denominators in salinization of a soil surface are a source of salts and a mechanism to transport them to the surface. In defined areas of groundwater discharge the distribution of salts in the soil and the mode of transport can be closely associated with the groundwater flow pattern and the stratigraphy and composition of the geological formations 697 GRAY AND GRANGER SANDY LOAM SILTY CLAY LOAM LOAM S I L T Y CLAY S I L T Y LOAM Ca) SOIL T E X T U R E I 01 2000 I SAND SIZES 1.''' ' ' . ' I.'.L ' 100 I SILT SIZES . ' ' 1"" 10 ' ' ' I CLAY 1.'" 1 I 1 - 5 GRAIN S I Z E < Im> Cb) P A R T I C L E S I Z E DILTRIBUTION FIG. 1. Soil texture profiles and particle size distribution curves for study sites: (1) Saskatoon 83; (2) Saskatoon 84; (3) Saskatoon 85; and (4) Outlook. * 4 6 through which the water moves. Only recently, Bullock (1985) proposed a classification system for salt-affected lands based primarily on hydrological and geological factors. Often, however. the upper limit of saturated flow (under positive head) is the water table. Salt spots that develop above a static water table are usually attributed to the upward migration of water by capillary flow in response to gradients set up in the soil profile after the withdrawal of water by evaporation and evapotranspiration. Peck (1978) suggested that salinization occurs under these conditions when the accumulation of salts occurring between infiltration events exceeds the loss by leaching. Therefore, an average minimum net upward flux of water is needed during the summer months to salinize a soil surface. Using the steady-state equation describing one-dimensional unsaturated flow and the relationship between capillary conductivity and soil moisture suction given by Gardner (1958), it can be shown that the maximum flux of water by capillary movement to a soil surface varies directly with the water transmission characteristics of the soil and inversely with the square of the depth to a water table. Peck used the association to establish the "critical" depth to a water table: that depth from which steady-state movement would be at least 1.OO mmlday on irrigated land and 0.10 mmlday on dry land. The smaller value was taken for dryland areas because of the lower frequency of occurrence of infiltration events. The calculations gave ranges in critical depth of 0.9-6.6 m on irrigated land and 1.6-31 m on dry land. The lower values in these ranges are for sand and coarsetextured soils; the higher values are for fine-textured, heavy clays. As pointed out by Peck, the significance of the results is the importance of the water table depth to salinization. Numerous other studies (Luken 1962; Bettenay et al. 1964; Benz et al. 1967, 1968, 1976; Lewis and Drew 1973; Sommerfeldt and MacKay 1982) also emphasized the role of the position of the water table and upward capillary flow in the process. Notwithstanding the fact that the transport of salts to the soil surface in response to evaporation and evapotranspiration during the summer months is likely an important cause of saliniza- tion of Prairie lands, it is postulated that salts transferred by soil moisture migrating to the freezing front during winter may also contribute to the problem. Recently, Gray et al. (1985) reported on a field study of soil moisture changes during winter, normally that period extending from mid-November to mid-February, in the Brown and Dark Brown soil zones of Saskatchewan. They measured large upward fluxes of water in response to the freezing action. In an irrigated silt loam having a water table at shallow depth, increases in the average moisture (ice) content of 11% by volume were measured; in a heavy, silty clay under dryland farming, an increase of 6% by volume was observed. The phenomenon of moisture migration in response to a temperature gradient during freezing and thawing of unsaturated soils is a complex problem involving the thermodynamics of the soil -ice-water matrix and has been studied by many researchers (for example, see Ferguson et al. 1964; Hoekstra 1966; Harlan 1973; Groenevelt and Kay 1974; Jame 1977; Loch 1978; Mageau and Morgenstem 1980). Despite the large number of studies that havebeen conducted, a clear consensus is lacking on the relative importance of the different modes of transport, i.e., liquid or vapor. Most investigators have assumed capillary flow, whereas Kay and Groenevelt (1974) and Nakano and Miyazaki (1979) have demonstrated the significance of vapor to the total amount of moisture transfer. Knowledge of the mode of water transport is essential to an understanding of salt movement by soil freezing because the major amounts of soluble salts will be transported by liquid flow, with minor amounts of self diffusion. Only a limited number of studies have been undertaken of the interaction between water and salt movement during freezing, and very few of these were under field conditions. Cary and Mayland (1972) worked with small, disturbed columns of unsaturated soil that were incubated for 3, 6. and 9 weeks under different temperature gradients and found that water and salt moved from warmer to cooler areas. They assumed movement occurred primarily through unfrozen films by diffusion along their concentration and thermal gradients and presented a theory of water and salt transport that uses the physical properties of a soil in the unfrozen state. Recently, in Japan, Mizoguchi and Nakano (1985) showed that after freezing the electrical conductivity profiles of a wet soil (43% by weight) that had been treated with a NaCl solution changed in a manner analogous to the soil moisture patterns. In a dry soil (2 1% by weight) no noticeable redistribution of moisture or salt was detected. In a field study on a silt loam, Cary et ul. (1979) reported increases in electrical conductivity caused by the upward movement of water in response to freezing. Likewise, Benz et al. (1967, 1976), in studies of soil water movement and soil salinity changes conducted in North Dakota, alluded to the potential of translocated water by the freezing process to increase the total salts in a soil profile. The study reported herein was directed to the following objectives: (1) to investigate the association between the vertical distribution patterns of moisture and salt in situ at different times during the natural freeze cycle; (2) to use the correlation (item 1) for defining the primary mode of moisture transfer; and (3) to assess the potential of the freezing process to contribute to the causes of soil salinization. - - Field measurement program The measurement program was conducted during the winters of 1982-1983, 1983- 1984, and 1984- 1985 in fields offal- 698 CAN. 1. EARTH SCI. VOL. 23, I986 low and stubble near Outlook and Saskatoon, Saskatchewan. The sites at Outlook were under border dyke irrigation, and a water table was present at shallow depth, between 2.5 and 4 m. The soil was an uniform, silt loam to a depth of 1.3 m, underlain by a sandy loam (see Fig. 1). Both soil and water conditions were conducive to rapid, large fluxes of water by capillary movement. At Saskatoon three sites at different locations were installed: site 83 (1982- 1983) was predominantly a silty clay; site 84 (1983 - 1984) was a silty clay loam; and site 85 (1984- 1985) was a medium-textured loam (see Fig. I ) . The exact depth to the water table at each location was not measured, although it is known to be greater than 4 m. The principal measurements made at each site were soil moisture, salinity, and temperature at different times during fall, winter, and spring periods. Soil moisture Changes in soil moisture were obtained by monitoring changes in soil density with a two-probe density meter. With this method, 50 mm diameter plastic access tubes spaced 304 mm apart (centre to centre) are placed vertically in the soil. A radioactive source is placed in one of the tubes, and a detector at the same depth in the other. A count is then made of the number of attenuated photons striking the detector in a period of 1 min. The soil density can be calculated from the reading, knowing the unattenuated intensity of the nuclear source, the moisture content, and the radiation attenuation coefficients for soil and water. This method provides nondestructive sampling of the density of a volume of soil approximately 50 mm wide, 250 mm long, and 20 mm (or 40 mm) thick. By assuming the mass of the soil cube remains constant, i.e., no major structural changes occur, changes in density can be attributed to changes in the mass of water contained within the volume. The equivalent moisture change is calculated from the density changes, assuming a water density of 1000 kg/m3. Density measurements were taken at 20 mm increments of depth to -1 m and at 40 mm increments between 1 and 1.6 m. Profiles were measured at regular intervals (usually 3 weeks) during the freezing and thawing periods. Core samples taken at the time the access tubes were installed were used to establish the initial readings of soil dry density and moisture content. In the data presented below, it is considered that errors in measurement of the moisture change are relatively small compared with the magnitude of the flux. Repeatability tests of the system(s) in the field gave a standard error of estimate of 2.5 mm of moisture in a 1 m profile. Polyvinyl chloride (PVC) tubing was selected for the access tubes because it has a thermal conductivity of the same order of magnitude as a natural soil. Hence it is assumed that under the relatively weak temperature gradients likely to exist between soil and pipe at depth, the amounts of water that would move either vertically or laterally to the tubes are small. In addition, there was no visible evidence of significant frost heave of the soil surface or ice lens development in the frozen soil cores from any of the measurement sites. Because of these observations and the fact that the reading of the surface layer (0-20 mm) was discarded, it was assumed any errors introduced to the calculations by changes in soil density as a result of soil structural changes were small. Salinity Soil cores 60 or 100 mm in diameter were taken at each site to the depth of soil moisture measurement. These cores were sectioned to 100 mm lengths, and each sample was tested for pH, electrical conductivity (saturation extract), and ion content (Na, Ca, Mg, K, C1, and SO,) by the Soil Testing Laboratory, Saskatchewan Institute of Pedology. Usually at least three cores were obtained: in the fall, near the time of maximum accumulation of ice, and following snowmelt, near the time of seeding of the annual crop. At least one core was taken directly between the tubes used for the soil moisture measurements. Soil temperature At each site a soil temperature probe equipped with an automatic recorder was installed. The thermistors attached to the probe provided temperatures at depths of 25, 50, 100, 200, 400, 800, and 1600 mm. Results and discussion Water rnovernerlt during freezing Figures 2 and 3 show soil temperature and moisture changes on successive dates in the silt loam soil at Outlook and the silty clay at Saskatoon during the freezing period of the winter of 1982- 1983. The data illustrate several features of the dynamics of moisture migration in freezing soils. (I) In the absence of midwinter intiltration events, moisture losses from a shallow soil layer adjacent to the surface are common over winter. The depth of the layer is usually less than 300 -400 mm, and the moisture loss is attributed to vapor flow across the soil-air or soil-snow interface caused by high temperature gradients. (2) The flux of water migrating to the freezing front is much larger in the light-textured silt loam than in the silty clay. Gray et al. (1985) have discussed the major factors affecting the magnitudes of the fluxes in Prairie soils. (3) The plane dividing the zone of accumulation of ice and the unfrozen soil is sharply defined and coincides approximately in depth with the freezing front (0°C isotherm). This result is in agreement with the findings reported by Jame ( 1977). (4) The accumulation of ice is increased by the downward movement of the freezing front and the upward migration of water into the frozen soil. It is interesting to note in Fig. 26-6 the distance water moved upwards into the frozen soil is relatively small. For example, on November 29 the freezing front was at a depth of 520 mm (Fig. 2a). Between November 29 and December 15 ice accumulated in the soil layer between 300 and 630 mm (Fig. 26 ), and the part in the 300 -520 mm increment (shaded area) can be attributed entirely to movement into frozen soil. For subsequent periods during the advance of the freezing front, i.e., December 15-30 (Fig. 2c) and December 30 - January 19 (Fig. 26) the distances were 80 and 20 mm, respectively. The decrease in the rate of expansion of the zone of accumulation in both upwards and downwards directions with time can be directly related to the decrease in the temperature gradient at depth. The data indicate that the ice content of the silt loam rapidly reached a level at which "measurable" migration ceased. The average moisture content when this occurred as estimated from the soil moisture profile on January 19 in the depth increment 400-800 rnrn,a layer of relatively uniform texture that was not significantly affected by moisture exchanges at the soil surface, was 41 % by volume or 82% pore saturation (Fig. 4a). Stoppage of flow may be the result of ice crystals causing rearrangement of the soil particles and separation of the liquid films (Hoekstra 1966) or blockage of the flow paths by ice-filled pores. Note that there was no visible evidence of ice lens development in the frozen soil - GRAY A N D GRANGER SOIL TEMPERATURE SOIL MOISTURE CHANGE < a > N o v . 17/82 t o Nov. 29/82 <b> Nov. 2 9 / 8 2 t o Dec. 15/82 <OC> <%-Vol Cc> Dec. 15/82 t o Dec. 3 0 / 8 2 Cd> Dec. 3 0 / 8 2 t o Jan. 19/83 FIG.2. Profiles of soil temperature and soil moisture (ice) changes on successive dates during freezing of a silt loam at Outlook, 1982- 1983. The soil temperature profiles are those measured at the end of the interval, for example, in (a) on November 29, 1982; the shaded area is the accumulation of ice above the position of the 0°C isothem~at the beginning of the measurement interval (identified by the number and arrow). caused by upward migration of moisture into thc frozen soil. SOIL TEMPERATURE -20 0 2 0 -20 S O I L MOISTURE C H A N G E Co> N o v . 16/82 t o Dec. 2/82 < b > Dec. 2/82 t o Dec. 17/82 <OC> 20 0 <%-Val. Cc> Dec. 17/82 t o Jan. 13/83 > Cd> Jon. 13/83 t o Feb. 8 / 8 3 FIG. 3. Profiles of soil temperature and soil moisture (ice) changes on successive dates during freezing of a silty clay at Saskatoon, 1982- 1983. The soil temperature profiles are those measured at the end of the interval, for example, in (a), on December 2, 1982; the shaded area is the accumulation of ice above the position of the 0°C isotherm at the beginning of the measurement interval (identified by the number and arrow), caused by upward migration of moisture into the frozen soil. cores. The above discussion implies liquid flow as the primary mode of transport and is considered valid based on the findings of Cary and Mayland (1972) and data provided later in this paper. The growth pattern of ice in the frozen zone of the silty clay differed appreciably from that found in the silt loam. Figure 3 shows that ice continued to be redistributed throughout the frozen soil during most of the freezing period. The average moisture content when measurable upward movement could not be detected (taken as the moisture content of the 300 - 500 mm soil layer on February 8) was 44 % by volume or -91 % pore saturation (Fig. 4b). Although the primary mode of transport cannot be explicitly defined, the possibility that it was a capillary flow should not be discounted. Many studies have shown the freezing-point depression of soil water is inversely related to the radii of the soil pores and that significant amounts of unfrozen water can exist in fine-grained soils at 700 CAN. J . EARTH SCI. VOL. 23. 1986 FROST FRONT MOISTURE CONTENT <a> O U T L O O K <X-Vol. <b> > SASKATOON FIG.4. Profiles of saturation levels, soil moisture (ice) content, and position of frost front: ( a ) Outlook, January 19, 1983 and (b) Saskatoon, February 8, 1983. temperatures below 0 ° C (Nersesova and Tsytovich 1963: Yong 1965; Jame 1972). The amount of unfrozen water also depends on soil temperature and the type and concentration of ions adsorbed by the soil particles and (or) dissolved in the water. These findings support the use of the hydrodynamic model (Harlan 1973) rather than the capillary model (Penner 1959) for explaining the ice accumulation patterns caused by soil freezing. (5) A measurable gradient in soil moisture at depth below the freezing front developed in the silt loam early in the freezing period. Figure 2b shows that between November 29 and December 15 water was removed from storage from the soil layers immediately below the freezing front, and the moisture gradient established was sustained through January 19, 1985 (see Fig. 2 c and 4. This sudden change in soil moisture distribution in the unfrozen soil was due to highly, unsteadystate flow conditions caused by a rapid increase in the temperature gradient between December 3 and December 10. After December 15, the temperature gradient at depths of 800 mm and below changed very gradually with time and quasi steadystate flow conditions could be assumed. The above discussions of soil moisture movement assume sufficient water in the soil to allow the growth of ice crystals and capillary movement. In a dry soil, moisture changes at depth during freezing usually appear as alternating, discrete layers of moisture gains and losses (Gray et al. 1985). Salt movement during freezing Figures 5a, 6a, and 7a show pmfiles of soil temperature, electrical conductivity (saturation extract), and soil moisture prior to freezing in the fall and changes in these profiles over winter (Figs. 56, 6b, 7b) and from fall to spring (Figs. 5c, 6c, 7c). The data for Outlook (Figs. 5, 6), for consecutive winters (1983- 1984 and 1984- 1985), are from two sites spaced about 3 m apart. In Fig. 5b it can be observed that by February 9 the depth of penetration of frost into the silt loam at Outlook was approximately 950 mm, and a significant amount of water or ice had accumulated above this depth. The figure also shows a corresponding increase in electrical conductivity (hence salt content) throughout a large part of the frozen zone extending upward to a depth of about 200 mm. The fact that the zones of salt and ice accumulations tend to coincide supports the proposition that moisture movement occurred primarily in the liquid phase. The shallow soil layer at the surface (0-200 mm), however, shows an increase in moisture but essentially no change in conductivity. This suggests moisture migration in the layer as a vapor. Over winter, the average conductivity of the zones of major ice and salt accumulation increased from 3.5 mSIcm in the fall to 5.7 mSIcm in February, and the profile changed from being slightly saline to moderately saline, as a result of the upward migration of salts (principally sodium and magnesium sulfates). The net increase in soluble ion content (Na, Ca, Mg, K, C1, and SO4) between November 9 , 1983 and February 9, 1984 to a devth of 1 m was equivalent to 11.9 tlha. The interaction between salt and moisture transfer during the winter of 1984 - 1985 at Outlook is less clear than in the previous year because the profiles (Fig. 6) were complicated by snowmelt infiltration events between November 20 and December 20. The major accumulations of both exchangeable ions and ice (due to upward movement) occurred between 400 and 1100 mm. A simple mass balance of exchangeable ions to a depth of 1550 mm using samples taken on November 4, 1984 and March 4, 1985 agreed within 4 . 5 % . One can conclude fmm these results that the accumulation of ions in this soil layer (400- 1100 mm) was due primarily to the downward leaching of salts from the 0-400 mm layer and the upward transport by liquid flow from the 1100- 1550 mm layer. The net increase in exchangeable ions to a 1 m depth attributable to freezing was 3.5 tlha. During the winter of 1983 - 1984, in the silty clay loam at Saskatoon, there was an increase in moisture content in the 150-600 mm increment between fall and mid-March; however, there was no significant change in conductivity above a depth of 400 mm (Fig. 7b). It would appear the increase in moisture above 400 mm was due to vapor movement; the increases in conductivity below 400 mm, which are primarily due to accumulations of calcium and magnesium sulfates (-93% by weight), suggest liquid flow. It can be noted, however, that although there was a substantial increase in conductivity at depths of >600 mm, there was little increase in moisture. This may be the result of adsorption of soluble salts from the migrating water by the clay particles. The total increase in dissolved salts to a depth of 1 m caused by upward movement due to soil freezing was estimated to be 15.7 tlha. The above results support several propositions regarding soil moisture and salt migration in the overwinter period, namely; (1) soil moisture changes in a profile occur as a result of moisture transfer in both liquid and vapor phases; (2) liquid water moving to a freezing front is an effective medium for the upward migration of soluble salts; and (3) substantial amounts of salts can be transferred to the crop root zone (1 m) during the freezing period. It is reemphasized that significant amounts of water and salts will only be transferred when the soil moisture content is in adequate supply to support capillary flow and there is a source of soluble salts. Of 200 drvland sites in Saskatchewan where soil moisture changes have been monitored over winter during the past 5 years. which includes soils ranging in texture from sandy loam to heavy clay under fallow, stubble, and grass, approximately 75 % have shown increases in moisture content in a 300- 1000 mm depth increment because of freezing. As would be expected, the incidence of significant amounts of q * GRAY ANDGRANGER CONDUCT IV IT Y 0.0 0. 0 2. 5 <mS/cm> 5.0 7.5 10. T E M P E R A T U R E <OC> C O N D U C T I V I T Y CHANGE <mS/cm> -10 -5 0 5 10 T E M P E R A T U R E <OC> C O N D U C T I V I T Y CHANGE <mS/om> -10 -5 0 5 10 0.0 - 4 . 4 I\ rr V V E ;. E a ;.a a a W a a I. 2 1.6 0 25 50 75 S O I L MOISTURE (a) NOV. 100 <%-vol> 8/03 -50 -25 0 25 S O I L M O I S T U R E CHANGE (b) NOV. 8/83 50 (X-vol) t o FEB. 8/04 LlLa 1 . 6- 5 0 la -25 0 23 S O I L M O I S T U R E CHANGE ( c ) NOV. 50 <X-vo1> 0 t o MAY 1 4 / 8 4 FIG.5. Profiles of soil moisture, electrical conductivity, and soil temperature in the fall and changes in soil moisture and electrical conductivity from fall to spring measured in a silt loam at Outlook, 1983- 1984. The soil temperature profiles in (b) and (c) were measured on February 9. 1984 and May 14, 1984, respectively. CONDUCT IV IT Y <mS/cm> S D I L MOISTURE ( a ) NOV. 9 <%-vol> 4/04 T E M P E R A T U R E <OC> C O N D U C T I V I T Y CHANGE <mS/cm> S O I L M O I S T U R E CHANGE ( b ) NOV. 4/84 t o MAR. (X-vol> 4/85 T E M P E R A T U R E c0C> C O N D U C T I V I T Y CHANGE <mS/crn> S O I L M O I S T U R E CHANCE ( c ) NOV. 4 / 8 4 <X-v01) t o MAY 28/05 FIG.6. Profiles of soil moisture, electrical conductivity, and soil temperature in the fall and changes in soil moisture and electrical conductivity from fall to spring measured in a silt loam at Outlook. 1984 - 1985. The soil temperature profiles in ( b ) and ( c ) were measured on March 4, 1985 and May 28, 1985, respectively. J movement is higher on fallow than stubble, because the moisture content is usually higher, and in soils where there is a water table at shallow depth. Unfortunately, up to this time it has not been possible to establish "critical" limits of soil moisture content and its distribution with depth, when measurable amounts of migration can be expected. In these regards, the variations in temperature gradient with respect to time and magnitude must also be considered. Also, one should not automatically assume moisture migration as a liquid causes a transfer of salts. Movement of salts depends on-the type and concentration of the adsorbed ions, the exchange capacity of the soil, the mode of moisture trans- port, and numerous other factors. Figure 8 shows profiles of the soil moisture change over winter (Fig. 8a) and the electrical conductivity (Fig. 8b) measured in a loam near Saskatoon (Saskatoon 85, Fig. 1) in the fall (November 9 , 1984), when unfrozen, and in the spring (March 15, 1985), when frozen throughout the depth of measurement. Figure 8a shows a general increase in moisture content over winter to a depth of about 1340 mm. Most of the increase to 140 mm can be attributed to snowmelt infiltration caused by a midwinter thaw; the increase below this depth was -58.5 mm. Conversely, Fig. 8b shows that the changes in conductivity with depth in the period are small and generally fall within the repeatability of C A N J EARTH SCI. VOL. 23, 1986 CONDUCTIVITY S O I L MOISTURE TEMPERATURE C°C> C O N D U C T I V I T Y CHANGE (mS/cm> (rnS/crn> (X-vol) S O I L M O I S T U R E CHANGE ( b ) NOV. 1 0 / 8 3 ( a) NOV. 1 0 / 8 3 (%-vol> t o MAR. 1 3 / 8 4 TEMPERATURE C°C> C O N D U C T I V I T Y CHANGE (mS/cm> S O I L M O I S T U R E CHANGE ( c ) NOV. 1 0 / 8 3 t o MAY (%-vol> lE/BA FIG.7. Profiles of soil moisture, electrical conductivity, and soil temperature in the fall and changes in soil moisture and electrical conductivity from fall to spring measured in a silty clay loam at Saskatoon. 1983- 1984. The soil temperature profiles in (b)and ( c )were measured on March 13, 1984 and May 16, 1984, respectively. correspond to levels near or above field capacity and would allow capillary movement; and (3) the increases in conductivity between 1050 and 1600 mm suggest liquid flow. 1 SOIL M O I S T U R E CHANGE <%-Val. <a> > 2 CONDUCTIVITY <mS/cm) Cb) FIG. 8. Prnfiles of soil temperature. soil moisture change, and electrical conductivity measured in a loam at Saskatoon, 1984 - 1985: (a) soil temperature on March 15, 1985 and soil moisture change from November 9, 1984 to March 15, 1985 and ( b )electrical conductivity on November 9, 1984 and March 15, 1985. measurements taken on extractions from the same soil sample; the exceptions are the increased readings in the 1050- 1600 mm soil layer. The lack of association between the salt and ice distributions suggests either that moisture was transferred primarily as a vapor or that the movement of ions was resisted by their electrokinetic bonding to the soil particles. The latter is considered the more plausible cause because (1) the electrical conductivity, hence ion content, of the soil was low (initially falling in the range of 0.5-0.7 mS/cm or <65 pg/g); (2) the soil had an average cation exchange capacity of 15.2 mequivt l00g (3) the-moisture content of the soil profile in the fall was in the range of 42-60% of saturation, which would Salt and water movement during thawing The findings above demonstrate the potential for substantial quantities of salts and water to migrate in response to freezing. Automatically, they raise a question with respect to the quantities of these elements retained in the root zone of a crop after the soil has thawed. On the one hand, water retained in the zone could benefit plant growth; on the other, salts may lead to the degradation of yields and eventually to salinization. Following the disappearance of the seasonal snow cover, the soil moisture profile of a Prairie soil changes because of the withdrawal of water from the surface in response to evaporation and evapotranspiration demands, thawing of the soil followed by percolation of water downwards, and infiltration of precipitation (rain and (or) snow). A frozen soil thaws from both the top and bottom, with the rate of thaw being highest near the soil surface. Usually there is no pronounced downward movement of water until the frozen zone becomes isothermal at O°C, and in some years on the Prairies this may not happen until 45 -60 days following the disappearance of the snow cover. It is during the early part of the thaw sequence that the greatest potential exists for those salts, which have migrated during the freezing cycle, to move to the soil surface because (1) following snowmelt the moisture levels of the shallow depth of soil near the surface are high; (2) on both stubble and fallow lands evaporation is high (as compared with evapotranspiration); for example, Gray et al. (1984) reported an average ratio of evaporation to the sum of snowmelt infiltration plus precipitation in the postmelt period of 1.31; (3) salts that have migrated over winter are nearest the surface; and (4) percolation of water in the frozen profile is low. Once the soil has thawed, drainage occurs in response to gravity, and water leaches salts downward. The extent and rate of removal of salts from the crop root zone are largely a function of the soil moisture content, the drainability of the soil, t r TABLE1. Changes in amount of exchangeable ions in a I m profile with time in a silt loam at Outlook, November 4, 1983 - May 28, 1985 Date Exchangeable ions (tlha) Nov. 4, 1983 Feb. 9, 1984 May 14, 1984 Nov. 4, 1984 Mar. 4, 1985 May 28, 1985 aCalculated from the following empirical expression derived for the soil: EI = -215.37 + 376.3EC + 29.9ECL,when: EI = exchangeable ions (Na, Ca, Mg, K, CI, and SO,) (pgig) and EC = electrical conductivity (saturation) (mSicm). and the ion exchange capacity of the soil particles. As shown in Fig. 5c, in the well-drained silt loam the decrease in electrical conductivity corresponds closely to the decrease in moisture content; in the silty clay loam at Saskatoon, the pattern is similar, except there is some indication that the exchangeable ion content in the layer of silty clay (700-800 mm) may have increased slightly because of over-winter migration. Table 1 shows the cyclic nature of seasonal changes in the total exchangeable ion conent in a 1 m depth of the silt loam at Outlook during the period November 4 , 1983 - May 28, 1985. The data illustrate an accumulation during winter followed by a depletion during spring and summer. The large decrease of 15.7 t/ha between March 4 and May 28, 1985 can be largely attributed to leaching by 21.2 mm of snowmelt infiltration and infiltration from two storms in late April and early May that produced 89 mm of rainfall. Similarly, the reduction in salts during the summer of 1984 is attributed to rainfall infiltration and one surface imgation application from which it is estimated there was 160- 190 mm of infiltration. The authors wish to caution the reader on the use of singlepoint data, such as the amounts of exchangeable ions given in Table 1, as spatially average values, as they are site specific and based on single-point measurements. Significant moisture fluxes have been monitored at 20 different sites at Outlook in the past 5 years, and in some years they differed appreciably between sites. Likewise, the amounts of salt movement at different sites may show wide field variability because of spatial differences in the moisture fluxes and other factors affecting the process. Clearly, however, the findings illustrate the salt regime is highly dynamic and responds to annual cycling of the soil moisture regime and that changes occuning during winter are important to the process. Any model developed either to explain salinization or to forecast soil salinity from soil moisture migration must consider, in addition to the chemical and hydrophysical factors of the soil, changes in climate, land use, and other factors (for example, imgation, drainage) with time throughout the year. Summary The paper presents the results of a field study on the movement of water and salts due to soil freezing. It is shown that large fluxes of water can migrate to the freezing front and upward into the frozen soil. These fluxes are largest in lighttextured soils having a water table at shallow depth; however, fluxes can also be substantial in medium- and heavy-textured soils when there is sufficient soil moisture present to allow capillary movement. Evidence is presented that shows that the soil moisture profile developed by the freezing action suggests coupled vapor and liquid flow. In the surface layer of soil, to a depth of 300-400 mrn, moisture moved primarily as a vapor; in the soil below, transfer occurred primarily as a liquid. In the "zone" of capillary flow the moisture (ice) content of a silt loam rapidly reached a level of 80 -85 % pore saturation, and measureable upward migration into the frozen soil ceased. In a silty clay, movement into the frozen soil occurred over most of the freezing period, with the ice content reaching 93% pore saturation. Soluble salts can be transported upward by water migrating in response to the freezing action. A close association was found in the profiles showing changes in ice content and electrical conductivity in a medium-textured silt loam. In a finegrained soil the association was less clear and attributed to the adsorption of ions from the migrating water by the clay particles. Maximum increases in exchangeable ions of 11.9 and 15.7 t/ha in a 1 m depth, caused by soil freezing, were measured in a silt loam and a silty clay loam, respectively. The results emphasize the importance of the freezing process in the transport of salts and the potential for the phenomenon to contribute to soil salinization and degradation. Further research is needed on the dynamics of the process and the interactions of climate, land use, soil drainability, and other factors as they effect changes in the salt content of a soil profile with time. Acknowledgments The writers wish to acknowledge the financial support provided the project by the Farmlab Program, Saskatchewan Department of Agriculture; the Natural Sciences and Engineering Research Council of Canada; and the Water Research Support Program, Inland Waters Directorate, Environment Canada. F. M., and WILLIS,W. 0 . 1967. SoilBENZ,L. C., SANDOVAL, salinity changes with fallow and a stmw mulch on fallow. Soil Science, 104, pp. 63-68. F. M.. and MICKELSON, BENZ,L. C., WILLIS,W. O., SANDOVAL, R. H. 1968. Soil water translocation in a high water table area. Water Resources Research, 4, pp. 95 - 101. BENZ,L. C., SANDOVAL, F. M., DOERING, E. J., and WILLIS,W. 0 . 1976. Managing saline soils in the Red River valley of the north. United States Department of Agriculture, Agricultural Research Service, North Central Region, Peoria, IL, Publication ARS-NC42, pp. 1-54. BETTENAY, E., BLACKMORE, A. V., and HINGSTON, F. J. 1964. Aspects of the hydrologic cycle and related salinity in the Belka Valley, Western Austmlia. Australian Journal of Soil Research, 2, pp. 187-210. BULLOCK, P. R. 1985. The classification of salt-affected land. M.Sc. thesis, University of Saskatchewan, Saskatoon, Sask. CARY, J. W., and MAYLAND, H. F. 1972. Salt and water movement in unsatumted frozen soil. Soil Science Society of America, Proceedings. 36, pp. 549 -555. CARY,J. W., PAPENDICK, R. I.. and CAMPBELL, G . S. 1979. Water and salt movement in unfrozen soils: principles and field observations. Soil Science Society of America Journal, 43, pp. 3 -8. CROSSON, L. S. 1976. Soil salinity map of Saskatchewan. Color map with legend. University of Saskatchewan Printing Services, Saskatoon. Sask. FERGUSON, H., BROWN,P. L., and DICKEY, D. D. 1964. Water movement and loss under frozen soil conditions. Soil Science Soci- 704 CAN. I. EARTH SCl. VOL. 23, 1986 ety of America, Proceedings, 28, pp. 700-702. GARDNER; W. R. 1958. Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table. Soil Science, 85. pp. 228 -232. GRAY,D. M., NORUM, D. I.. and GRANGER, R. J . 1984. The Prairie soil moisture regime: fall to seeding. In The optimum tillage challenge. Edited by G. Hass. University of Saskatchewan Printing Services, Saskatoon, Sask., pp. 159 -207. GRAY,D. M., GRANGER, R. J . , and DYCK,G. E. 1985. Overwinter soil moisture changes. Transactions of the American Society of Agricultural Engineers, 28, pp. 442 -447. GROENEVELT, P. H., and KAY,B. D. 1974. On the interaction of water and heat transport in frozen and unfrozen soils: 11. The liquid phase. Soil Science Society of America, Proceedings, 38, pp. 400-404. HARLAN, R. L. 1973. Analysis of coupled heat-fluid transport in partially frozen soil. Water Resources Research, 9, pp. 1314-1323. HOEKSTRA, P. 1966. Moisture movemcnt in soils under temperature gradients with the cold-side temperature below freezing. Water Resources Research, 2, pp. 21 1 -250. JAME,Y.-W. 1972. Temperature effects on phase composition of a partially frozen soil. M.Sc. thesis, University of Saskatchewan, Saskatoon, Sask. 1977. Heat and mass transfer in a freezing unsaturated medium. Ph.D. thesis, University of Saskatchewan, Saskatoon, Sask. KAY,B. D., and GROENEVELT, P. H. 1974. On the interaction of water and heat transport in frozen and unfrozen soils: I. Basic theory: vapor phase. Soil Science Society of America, Proceedings, 38, pp. 395 -400. LEWIS,D. T., and DREW,J. V. 1973. Slick spots in southeastern Nebraska-patterns and genesis. Soil Science Society of America, Proceedings, 37, pp. 600-606. LOCH,J. P. G. 1978. Thermodynamic equilibrium between ice and water in porous media. Soil Science, 126, pp. 77-80. L U K E NH. , 1962. Saline soils under dry land agriculture in southeastem Saskatchewan and possibilities for their improvement. Plant and Soil, 17, pp. 1-25. MAGEAU, D. W., and MORGENSTERN, N. R. 1980. Observations on migration in frozen soils. Canadian Geotechnical Journal, 17, pp. 54-60. Mizoc;uc~~ M., , and NAKANO, M. 1985. Water content, electrical conductivity and temperature profiles in a partially frozen unsaturated sand. Faculty of Agriculture, Tokyo University, Japan. NAKANO, M., and MIYAZAKI, T. 1979. The diffusion and nonequilibrium thermodynamic equations of water vapor in soils under temperature gradients. Soil Science, 128, pp. 184 - 188. NERSESOVA, Z. A., and TSYTOVICH, V. A. 1963. Unfrozen water in frozen soil. Proceedings, International Conference on Permafrost, + National Academy of Sciences, National Research Council, Washington, DC, Publication 1287, pp. 230-234. PECK,A. J. 1978. Note on the role of a shallow aquifer in dryland I salinity. Australia Journal of Soil Research, 16, pp. 237 -240. PENNER, E. 1959. The mechanism of frost heaving in soils. National Academy of Sciences, National Research Council, Washington, DC, Publication 685, pp. 1 -22. RENNIE,D. A., and ELLIS,J. G. 1978. The shape of Saskatchewan. Saskatchewan Institute of Pedology, University of Saskatchewan, Saskatoon, Sask., Publication M41, 61 p. SOMMERFELDT, T. G., and MACKAY, D. C. 1982. D~ylandsalinity in a closed basin at Nobleford, Alberta. Journal of ~ ~ d r o l~o 5~ ~, , ~ ~ . 25-41. VANDER PLUYM,H. 1982. Salinity in western Canada. Paper prescnted at 1st Annual Conference on Rationalization of Water and Soil Research and Management: Soil Salinity, Province of Alberta. Lethbridge, Alta.. 23 p. YONG.R. N. 1965. Soil suction effects on partial soil freezing. Highway Research Record, 68, pp. 31 -42. -
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