In order to investigate the absorption and retention characteristics of condensed water at different soil layers in the bare desertification area at the bottom of a receding lake in Hoh Xil, Qinghai Province, the characteristics of condensate variation, condensate formation time, condensate volume, and its absorption capacity were investigated in July 2021 using a micro-osmometer. The research area was the artificial water retention layer and bare ground of the exposed sandy bottom formed under the influence of the warming–wetting trend that occurs when water recedes in the salt lake area of the Qinghai-Tibet Plateau, as well as the two conditions of underpass and underseal. According to the results, the time of condensation generation during the observation period in the salt lake area of Hoh Xil begins at about 0:00 and ends at about 10:00. The artificial water retention layer had little influence on the condensation generation time, and the trend of the condensation rate is the same. The unidirectional condensation phenomenon of water vapor in the near-surface air at a depth range of 0–5 cm when an artificial water retention layer is applied is clearly superior to that of other layers; accordingly, its frequency of condensation phenomenon is also the highest. The amount of condensed soil water vapor from the lower part of the ground when an artificial water retention layer is applied at depth ranges of 0–5 cm, 5–10 cm, and 0–10 cm were 3.60, 6.39, and 10.27 times that of the near-surface air, respectively. The total amount of bidirectional condensed water under the condition of the artificial water retention layer at 0–10 cm was the largest. Conversely, the total amount of condensed water from the near-surface air at a depth range of 0–5 cm under the unidirectional condensation condition was the highest, being twice as great as the total amount of condensed water in other layers, which demonstrates the promoting effect that the artificial water retention layer has on the adsorption of water vapor in the near-surface air. Due to the existence of permafrost in the Qinghai-Tibet Plateau, the heat zero-flux plane in the area of the Salt Lake has a migration range of divergence of approximately 30 cm from the surface to the ground. An analogous humidity coefficient characterizes the retention effect of condensed water in certain areas, which serve to demonstrate how the artificial water retention layer distributed at a depth of 0–5 cm, regardless of bidirectional or unidirectional condensation, has the best capacity for adsorption. The results of this study provide a theoretical basis for condensate absorption capacity and vegetation restoration in the bare ecologically degraded areas of the lake bottom.

  • Explores the exposed sandy area of the Hoh Xil Lake to observe condensation generation patterns and absorption effects.

  • Investigates the use of artificial retention layers.

  • Provides a theoretical basis for condensate absorption capacity and vegetation restoration in bare ecologically degraded areas of a lake bottom.

  • Provides basic data for the rational management, utilization, and ecological restoration of fragile ecosystems.

In September 2011, the natural outburst of Zhuonai Lake in the Hoh Xil hinterland of the Qinghai-Tibet Plateau after the water level had risen continuously for years (Li 1998; Zhang & Xie 2017) became a typical example of lake changes in the Qinghai-Tibet Plateau region in the context of global warming and wetting. The outburst of Zhuonai Lake led to the interconnecting of four lakes downstream, including Kuse Lake, Haidinuoer Lake, and Salt Lake. The interconnecting of these lakes resulted in a sudden reduction of more than 100 km2 in the size of Zhuonai Lake (Wang et al. 2008; Yao et al. 2012; Liu et al. 2016), as well as a yearly expansion of the lake surface area after the water level of Salt Lake rose sharply (Xiaopeng et al. 2010; Yao et al. 2018). In 2019, according to an analysis of the meteorological conditions of past years, Salt Lake was found to be possibly at risk of overflowing under extreme rainfall conditions (Liu et al. 2019). In order to avoid the natural overflow of Salt Lake, which could affect six major transportation routes including the Qinghai-Tibet Highway and Qinghai-Tibet Railway, as well as a number of transmission lines and optical cables, the China Geological Survey conducted several expert discussions on the rising water level of Salt Lake. Several special reports were submitted to the Ministry of Natural Resources following the discussions, which attracted the attention of government leaders. In August 2019, after making multi-period predictions on the equilibrium of Salt Lake water level, a diversion project was carried out. After the water was released from the lake, the water level of Salt Lake was effectively controlled and the risk of outburst has been mitigated.

The outbrust of Zhuonai Lake led to the exposure of a large area at the lake bottom, as well as the formation of a new sandy area. Coupled with the abnormal climate and frequent windy weather in Hoh Xil, this has led to the continuous development of natural disasters such as wind and sand storms in the Zhuonai Lake area (Xie et al. 2019). Years of continuous erosion by the mobile cover of wind and sand will cause hazards such as grass degradation. Since the outburst of Zhuonai Lake and the implementation of the diversion project, the surface area of Salt Lake has undergone a process of rapid expansion, to slow expansion, to slow contraction. This process will gradually form a new exposed area of the lake bottom. In order to avoid the formation of a large sandy area in the Salt Lake area similar to that of Zhuonai Lake, it is of great importance to take effective measures to stop further sanding in the early stages of desertification. Based on the principle of ‘natural restoration as the mainstay, artificial restoration as a supplement’, members of the research team conducted a study on soil condensation, water absorption and retention in the exposed sandy bottom of the receding Salt Lake in Hoh Xil in order to support the local ecological restoration and rehabilitation of the Salt Lake area.

Condensed water refers to the liquid water formed by the gaseous to liquid phase change of water vapor in the atmosphere, soil pores, and in the ground and surface soil. It occurs when the surface ground temperature reaches the dew point, a necessary prerequisite for the accumulation of soil water. Natural conditions such as severe day-night temperature differences and the relative humidity of air are other important factors which affect its generation. In regions where water is extremely scarce and experience arid or even hyper-arid conditions, any supplemental water resources may have a positive impact on the local ecosystem. As a stable and continuous water resource, although the amount is low (Kidron et al. 2002; Yan-xia et al. 2010; Hanisch et al. 2015), condensed water plays a paramount role in maintaining the stability of ecosystems in these dry regions. Condensed water is a crucial source of water for some plants, insects, small animals, and biological soil crusts in arid environments. As such, it helps improve the germination rate of plant seeds and effectively reduces water loss due to soil evaporation. So far, many scholars worldwide have carried out a great deal of research on the subject. However, though such work has addressed the mechanisms of formation and their influencing factors (Malek et al. 1999; Escolar et al. 2012), the issue of how to efficiently utilize condensed water is rarely reported.

As one of many water-saving materials, a ‘water-retaining agent’ can absorb hundreds of times or more of its own weight in water, and has continuous water absorption capacity, allowing it to be used in soil for a long time without any polluting effect. The water-retaining agent fixes water through absorption and expansion and when the soil becomes dry, the absorbed water can be released in time by osmotic pressure to maintain a stable level of soil water which can then be taken up and utilized by crops. After being applied, the water-retaining agent aggregates discrete soil particles, which increases the soil's porosity, reduces its bulk density, and adjusts its three-phase balance. Since the molecules of the water-retaining agent contain active groups which can adsorb and exchange ions, the ions it has adsorbed can fix fertilizer nutrients and achieve the effect of a slow and controlled release of said nutrients. Mineral composite water-retaining agents have gradually begun to be used in flower breeding, fruit tree transplanting, agriculture and forestry, and other fields due to their low cost, good gel strength, and environmental friendliness (Woodhouse & Johnson 1991; Nnadi & Brave 2011).

Based on this, this research selected the exposed sandy area of the Hoh Xil Lake where the water recedes in Qinghai to observe condensation generation patterns and absorption effects, thereby enriching the research related to condensation hydrology in sandy areas of different origins in China while also aiming to provide basic data for the rational management, utilization, and ecological restoration of fragile ecosystems.

The Hoh Xil Salt Lake area is deep inland, with high terrain, thin air, and high mountains to the north and south. It is located in a semi-enclosed terrain, causing oceanic winds to have little influence. The climate is characterized as dry, cold, and windy with low rainfall, showing significant continental climate characteristics.

The average annual temperature of Hoh Xil is −10.0 to 4.1 °C, and the minimum temperature is −46.2 °C. The distribution trend decreases gradually from southeast to northwest. The coldest month is January and the warmest month is July. The average annual precipitation is 173–495 mm, decreasing gradually from southeast to northwest. Precipitation is mainly concentrated in May to September, accounting for more than 90% of the annual precipitation. The average annual wind speed distribution increases gradually from the southeast and northeast to the hinterland and the west, and the contour line is basically in the shape of a ‘trumpet mouth’. The wind speed is between 8.0 and 3.5 m/s. Modern glaciers are widespread in Hoh Xil, with 255 glaciers covering 750.7 km2 and ice reserves of 81.6489 billion (81.6489 × 109) m3. The reserve is located in the permafrost zone, which accounts for more than 90% of the area of the reserve and is up to 400 meters thick. Glaciers and frozen soil are huge reservoirs of water.

Salt Lake, also known as 68 Daoban Salt Lake (Hu 1992), is located in the north-eastern part of the Hoh Xil National Nature Reserve on the Qinghai-Tibet Plateau. This location is approximately 220 km from Golmud in the North and 8 km from the Qinghai-Tibet Railway in the East and is under the administrative division of Zhiduo County, Yushu Tibetan Autonomous Prefecture, Qinghai Province. It is also part of the Yangtze River Source Park of the Sanjiangyuan National Park. A large part of the Salt Lake basin makes up the core conservation area of the Sanjiangyuan National Park, while Kusai Lake, Haidinuoer Lake, and the northern shore of the Salt Lake to both sides of the Qinghai-Tibet Railway are the zones traditionally used.

Haidinuoer, Kusai, and Zhuonai lakes are located in order from east to west on the northwest side of Salt Lake. Prior to the outburst of Zhuonai lake in September 2011, all the other three lakes were closed lakes (Luo et al. 2010). Among them, the main tributary of Zhuonai Lake was Zhuonai River, which originated from the meltwater of the Five Snow Peaks glacier. The main tributary of Kusai Lake was Kusai River from the Kunlun Mountains’ Great Snow Peaks and Xueyue Mountain, while Haidinuoer Lake is mainly recharged by seasonal rivers and surface runoff. Following the outburst of Zhuonai Lake, the Kusai-Haidinuoer chain of outflows rapidly expanded the surface area of Salt Lake and created rivers between them. According to the results of the survey in March 2020, the areas of the lake bottom that were exposed after the Zhuonai Lake outburst were mainly located in the shallow water areas in the West and South of the original lake, in addition to a relatively small patch of exposed area in the northern region where the topography slopes to a large receding body of water. The exposed areas of the lake bottom were mostly the areas that were inundated by the rapid rise of the lake water before the outburst and the areas inundated by the stable water of the lake for a long time before the outburst. A fine particle sediment layer of terrestrial origin that was formed in this area is dominated by lithological powder soil and powder-fine sand. These fine particle materials can easily form sand and dust storms when exposed to wind erosion. After the outburst of Zhuonai Lake, the area of exposed lake bottom in the West and Southwest of the lake, which has been inundated for a long time, became the most important source area for sand in the region, covering an area of about 87 km2 and accounting for 75.6% of the entire exposed lake bottom area. The Salt Lake area, with the rapid expansion of the Zhuonai Lake outburst and the gradual reduction of artificial diversions, will form a new exposed lake bottom area in the receding water area. Soil and water conservation of the top soil is particularly important in the early stages of desertification, and one of the most important procedures of preventing desertification (Amiraslani & Dragovich 2011). The strong evaporation, as well as the low and scattered rainfall, in the Hoh Xil region severely hinder soil and water conservation and revegetation of the surface soil in the receding lake bottom. At the same time, the strong light and large diurnal temperature differences in the Hoh Xil region provide favorable conditions for condensation formation (Zhang et al. 2009; Pan et al. 2010; Temina & Kidron 2011; Tomaszkiewicz et al. 2017; Groh et al. 2018; et al. 2019; Kool et al. 2021). To investigate the effect of rainfall and condensate absorption capacity in the Hoh Xil region, the authors added a mineral composite water retention agent developed by the Laboratory of Pollution Mechanisms and Remediation of the China Geological Survey to the surface soil of the receding area and used the artificial water retention layer it formed as the main research subject to conduct a study on rainfall and condensate absorption capacity in the receding area of the lake bottom. This will provide a research direction for the efficient use of soil condensate in the local desert area of Hoh Xil.

Experimental material

The mineral composite water-retaining agent is a high molecular polymer compound containing a large number of strong hydrophilic groups such as -OH and -COOH. It is synthesized by polymerizing acrylate in situ between bentonite mineral layers to obtain a milky white translucent water-absorbing resin. The addition of minerals mitigates the defects of synthesizing water-absorbing materials using small molecular organic compounds, while greatly enhancing the gel strength of the product and reducing the production cost. This agent was developed by the author at the Pollution Mechanism and Restoration Laboratory of the Chinese Geological Survey, and has been approved for patenting as a Chinese invention as well as being in extensive use in many site restoration projects. The mineral composite water-retaining agent has a strong associative effect on water, capable of achieving a water absorption ratio of 1/150–700. It is characterized by its abilities in several functions: to repeatedly absorb and release water; absorb, retain, and slowly release fertilizer; enhance fertilizer efficiency and drug efficacy; and loosen soil (Woodhouse & Johnson 1991). Therefore, it is of great significance to add this mineral composite water-retaining agent to the soil surface layer as a means of holding water and study the mechanisms of soil water retention on the surface in the desert areas exposed when water recedes.

Experimental method

The experiment was conducted using the weighing method (Guo et al. 2011; Groh et al. 2018), with 24-hour uninterrupted observations for a period of six days from July 4th to July 9th, 2021. The experimental apparatus utilized a 7.5 cm diameter PVC pipe as the inner tube and a 10 cm PVC pipe as the outer tube. The test tubes were divided into two types: under sealed and under pass (Yin et al. 2013). The under pass tubes were sealed with a 400 mesh fleece screen to ensure the permeability of the water vapor under the ground, as well as maintaining the quality of the soil inside the test tubes. Meanwhile, the under sealed tubes were sealed with a plastic film to insulate the air pocket under the ground from water vapor interference. See Figure 1 for the experimental setup.
Figure 1

Experimental setup.

Figure 1

Experimental setup.

Close modal

For the experiment, a control group and artificial water retention layer group were set up to represent bare ground (that is, undisturbed soil) and surface soil where mineral composite water-retaining agent was applied to different layers, respectively. The latter group was divided into a series of artificial water retention layers which comprised evenly distributed mineral composite water-retaining agent within the undisturbed soil of the respective layer (with an application ratio of 30 kg/mu; 1mu = 0.067ha), placed 0–5 cm, 5–10 cm, and 0–10 cm from the surface (see the experimental arrangement in Table 1). When taking samples in the test tubes, care was taken to ensure the inner tube was flush with the surface, and the outer tube was slightly higher than the surface to prevent additional soil from entering. The inner tube was removed each hour and weighed on an electronic balance with an accuracy of 0.01 g, while the temperature and humidity data at the corresponding time were recorded.

Table 1

Experimental arrangement

Under pass
Under sealed
0–5 cm5–10 cm0–10 cmCK0–5 cm5–10 cm0–10 cmCK
Experimental group C1 C2 C3 C4 C5 C6 
Parallel group F1 F2 F3 F4 F5 F6 
Under pass
Under sealed
0–5 cm5–10 cm0–10 cmCK0–5 cm5–10 cm0–10 cmCK
Experimental group C1 C2 C3 C4 C5 C6 
Parallel group F1 F2 F3 F4 F5 F6 

Note: CK indicates the control group; C1, C2, C3, F1, F2, and F3 indicate that, in accordance with its application rate of 30 kg/mu (1mu = 0.067ha), the mineral composite water-retaining agent was mixed with the matrix soil to form an artificial water-retaining layer, and the mixed soil was filled in three ranges of depth: the upper half of the bottom-unsealed (under pass) test tube, depth 0–5 cm; the lower part, 5–10 cm; and the whole layer, 0–10 cm. M and P indicate the bottom-unsealed test tube was directly filled with matrix soil without adding any water-retaining agent. C4, C5, C6, F4, F5, and F6 represent (with the same mixing conditions as C1–3 and F1–3) mixed soil filled to the following extents in the bottom-unsealed test tube: the upper half, 0–5 cm; the lower part, 5–10 cm; the whole layer, 0–10 cm. Lastly, N and Q denote that the bottom sealed test tube is directly filled with matrix soil without adding mineral composite water-retaining agent.

During the experiment, weather station data was used to monitor indicators such as ground temperature, air temperature, relative humidity, and wind speed in real time.

Calculating the volume of condensate

During the observation period, the mass of the under pass and under sealed test tubes increased and decreased with every corresponding time interval. This is because the bottom of the under sealed test tubes were sealed with film, and their mass change as the result of the exchange of water vapor in the air and soil in the test tubes. The mass increase indicates the water vapor in the air entering the soil, suggesting the occurrence of condensation. A decrease in the mass of the test tubes indicates water vapor from the tubes entering the air, suggesting the occurrence of evaporation. The bottom of the under pass test tubes were sealed with mesh fleece screen, which does not influence the water vapor exchange between the test tubes and the bottom of the tubes. When the mass of the test tubes increases, it means that there is water vapor in the air and under the ground, condensing to the surface. When the mass of the test tubes decrease, it indicates that evaporation is the dominant force. The amount of condensation expressed in mass was then converted to condensation expressed in height (Zi-Yong et al. 2008; Guo et al. 2011), which was calculated as:
(1)
where: H is the condensation volume (mm); m is the change in sample mass (g); r is the internal diameter of the micro-osmometer (cm); and ρ is the density of water (g/cm−3).

The research area was located at an altitude of 4,500 m above sea level in an alpine anoxic zone and there are often fierce animals such as coyotes in the uninhabited area. Thus, due to these hostile working conditions in the research area, this field observation on condensation was carried out in July when the ultraviolet light is strong and evaporation is strong. Preliminary meteorological data collection, data calculation, test tube preparation, equipment burial and other preparatory work took about 15 days. The experiment was carried out over a period of five days from 16:00 on July 4th to 14:00 on July 9th, taking into account the necessity of continuous operation at high altitude.

Influence of sources of condensation generation

There are two main sources of water vapor in condensed water: from the air; and from soil pores between a certain depth and the surface (Jinlong et al. 2002; Kidron & Starinsky 2012; Jia et al. 2014). According to the statistics of total condensed water from 16:00 on July 4th to 14:00 on July 6th, the bidirectional condensation quantities in the test tubes of the artificial water retention layer (0–5 cm, 5–10 cm, and 0–10 cm) were, respectively, 0.28395 mm, 0.23457 mm, and 0.29806 mm (for the bottom-unsealed tubes) and 0.06173 mm, 0.03175 mm, and 0.02646 mm (for the bottom-sealed tubes), respectively. The amounts of condensation of the bare ground and bottom-sealed test tubes were 0.31217 mm and 0.4233 mm, respectively. The analogous quantities in the lower part of the artificial water retention layer (0–5 cm, 5–10 cm, and 0–10 cm) were 3.60, 6.39, and 10.27 times that of the near-surface air, respectively, while the amount of soil water vapor in the lower part of the bare ground was 6.37 times that of the near-surface air. This demonstrates the soil pores were the significantly greater source of the condensed water. It can be confirmed by observation of the extent of condensed water generation in the lower general and bottom-unsealed test tubes the condensed water in the Hoh Xil Salt Lake area also draws water in by various means of condensation. Thus, the main source of condensation water in this area can be stated to be water vapor in soil pores, though condensation from the air is also a non-negligible source of water (see Figure 2).
Figure 2

Comparison of the rate of formation of condensed water.

Figure 2

Comparison of the rate of formation of condensed water.

Close modal

The influence of condensation generation time

During the aforementioned observation period there was no rainfall and the continuous condensation phenomenon mainly occurred from 0:00 to 8:00 on the 6th. The variation trend of the bidirectionally condensed water from near-surface air and the soil water vapor from underground was basically the same, though the generation of unidirectionally condensed water of near-surface air is slightly different. For each of the samples in the bottom-unsealed test tube under the three different application levels of the artificial water retention layer, the condensation phenomenon started at 0:00 and continued until 8:00 in the morning. However, in the case of the bottom-sealed test tube, the layers at 0–5 cm and 5–10 cm displayed condensation on-site at 0:00, 4:00, and 8:00, while the layer at 0–10 cm showed condensation on-site at 0:00 and 2:00 (see Figure 3). According to the monitoring data of near-surface air and ground temperatures at different depths, due to strong ultraviolet rays during the day in Hoh Xil, the soil temperature of most layers was higher than the near-surface air temperature, which was not conducive to the formation of condensation sites. In the evening, when the sun gradually set, the surface soil temperature began to fall. Upon the surface soil temperature decreasing to below the near-surface air temperature, water vapor migrated to the surface under the action of the temperature gradient, causing the appearance of condensation. Concerning the soil itself, the cooling rate on its surface was higher than that of the soil at depth, and the water vapor in the pores of the deep soil migrated towards the surface. Therefore, the quantity of condensation in the bottom-unsealed test tube was greater than that in the bottom-sealed test tube. Moreover, the artificial water retention containing the mineral composite water-retaining agent displayed a certain thermal insulation performance in addition to the expected water-retaining properties (Woodhouse & Johnson 1991; Nnadi & Brave 2011; Behera & Mahanwar 2020). Consequently, for the appropriate artificial water retaining layers, the temperature of the upper soil of the bottom-unsealed test tube (depth, 5–10 cm) changed rapidly at 10:00 in the morning, whereupon the condensation phenomenon ended first, followed by the bottom-unsealed test tube (depth, 0–5 cm). However, the ground temperature gradient of the bottom-unsealed test tube at 0–10 cm changed slowly, and the time at which the condensation phenomenon ceased was relatively late.
Figure 3

Condensate formation time.

Figure 3

Condensate formation time.

Close modal

The influence of the condensate generation volume

The variation characteristics of condensed water under different artificial water retention layers during the observation period were studied. According to the experimental results acquired from 16:00 on July 4th to 14:00 on July 6th, the total amounts of condensed water in the bottom-unsealed test tube (0–5 cm, 5–10 cm, and 0–10 cm) were 0.284 mm, 0.235 mm, and 0.298 mm, respectively, as observed by the micro-osmometer. Analogous results for water treated by the bottom sealed test tube were 0.062 mm, 0.032 mm, and 0.026 mm, respectively. For the bottom-unsealed test tube, the artificial water retaining layer distributed across the 0–10 cm layer had the largest amount of condensed water, followed by the layer at 0–5 cm, with the 5–10 cm test tube reporting the lowest quantity of condensation. It can be seen that, for the generation of bidirectional condensed water, the artificial water retention layer distributed on the soil surface was the most conducive for this purpose. The deeper the vertical distribution, the more conducive it became to the absorption of deep soil condensate water. For the bottom-sealed test tube, the largest amount of condensed water was observed in the artificial water retention layer distributed at depth 0–5 cm, followed by the 5–10 cm test tube, while the lowest amount was seen in the 0–10 cm test tube. Here, it was shown that for the acquisition of condensed water from the near-surface air, the same artificial water retention layer as above (i.e. distributed on the soil surface) best facilitated condensation. Moreover, the amount of water generated was proportional to the content of mineral composite water-retaining agent per unit volume (see Figure 4).
Figure 4

Condensation water production.

Figure 4

Condensation water production.

Close modal

The authors set up meteorological stations to monitor air temperature, humidity, rainfall and snow melt in the experimental research area, and buried soil temperature and humidity sensors 5, 10, 20, 30 and 50 cm away from the ground surface. Synchronous air and ground temperature monitoring data showed that the surface cooling rate was higher than the deep soil cooling rate, and when the surface temperature was lower than the deep soil temperature, a dissipative zero-flux surface was formed below the surface. In other words, the temperature at a certain depth below the ground presents the highest value in the vertical profile. The soil temperature above and below this zero-flux surface was lower than the ground temperature at that depth, which was the dissipative zero-flux surface (Zi-Yong et al. 2008; Rong-yi 2012; Wei et al. 2017; Luchen et al. 2021). Driven by the temperature gradient, water vapor in the soil pore space above the heat zero-flux surface was transported towards the surface and became a source of water vapor for surface soil condensation (Wang et al. 2017). The location of the zero-flux surface changed with time during diurnal alternation (Hu et al. 2014; Wang et al. 2017).

According to the analysis of the monitoring data collected during the period from 16:00 on July 5th to 14:00 on July 6th, there was a transportation pattern for the position of the zero-flux surface of heat in the range of 5–50 cm underground. After a long period of ultraviolet radiation at the surface from 16:00 until 20:00, the temperature of soil 5 cm underground was the highest and the temperature of soil 50 cm underground was the lowest. Water vapor in the soil pores mainly evaporates into the atmosphere and is then transported to an even deeper location (Figure 5). As the sun sets around 21:00–22:00 in the Salt Lake area of Hoh Xil, the surface temperature gradually decreases with the sunset. Based on an analysis of the monitoring data, the soil temperature of 13 °C at 10 cm under the ground was the highest value recorded at 22:00 on July 5th. This value was higher than the soil temperature of the upper and bottom parts of the lake and is conducive to the formation of condensate. As the time progressed to 2:00 on July 6th, the zero-flux surface dispersion moved down to 30 cm below ground level, after which the maximum ground temperature was recorded at this location until 10:00. The difference between the surface soil temperature and the zero-flux surface temperature gradually increased before the sun rose (the sun rises in the Hoh Xil Salt Lake area roughly between 06:00 and 08:00). After the sun rose, the ground was radiated by UV light. The surface soil temperature began to rise at 8:00 and reached 11.1 °C at 5 cm below ground level by 12:00, at which point the zero-flux surface jumped from 30 cm under the ground to the surface where it remained until sunset. The daily temperature transport process of the subsurface zero-flux surface alternated in this way. The above analysis of the zero-flux surface transport process shows that the transport pattern of water vapor in soil between 22:00 at night and 10:00 in the morning coincided with the time of condensation generation observed in the micro-osmometer test tubes, further confirming that the water vapor in the soil pore space is an important source of condensation generation.
Figure 5

Near-surface soil temperature transport law.

Figure 5

Near-surface soil temperature transport law.

Close modal

According to analysis provided by the principles of condensed water generation and how soil water vapor migrates, evaporation and condensation always alternate, with the former starting immediately once the latter ends. The water which is continuously condensed at night accumulates on the soil surface, and quickly dissipates into the air upon exposure to ultraviolet radiation after sunrise. Although the proportion of water affected is small, it is of great significance for the restoration of grasslands in areas afflicted by desertification which form in the early stages of water recession from a lake's edge. During the observation period, the ratios of total evaporation and total condensation of the six test tubes of the bottom-unsealed and bottom-sealed tubes with artificial water retention layers applied at different positions varied widely (see Table 2). In particular, there is an order-of-magnitude difference among the results obtained from the near-surface air unidirectional condensation test tube. According to the analytical data, the total evaporation from the 0–5 cm, 5–10 cm, and 0–10 cm unsealed test tubes under the artificial water retention layer was 13.17, 20.59, and 13.8 times the total amounts of condensation, respectively. Such results indicate that in the bidirectional condensation state, the water-retaining layer was applied to the surface and played a significant role in maintaining it. By contrast, the total evaporation of the 0–5 cm, 5–10 cm, and 0–10 cm test tubes sealed under the artificial water-retention layer was 38.91, 137.67, and 124.60 times the total condensation, respectively. This shows the substantial adsorption effect of the artificial water retention layer on the surface under the condition of unidirectional condensation of water vapor from the near-surface air.

Table 2

Ratio of total evaporation to total condensation in each cylinder

0–5 under pass5–10 under pass0–10 under pass0–5 under sealed5–10 under sealed0–10 under sealed
multiple 13.17 20.59 13.80 38.91 137.67 124.60 
0–5 under pass5–10 under pass0–10 under pass0–5 under sealed5–10 under sealed0–10 under sealed
multiple 13.17 20.59 13.80 38.91 137.67 124.60 

The humidity coefficient is the reciprocal of a drought index and is usually expressed as the ratio of the amount of surface water precipitation to evaporation, i.e. K = P/E (where the humidity coefficient is K, precipitation is P, evaporation is E). Similar to the humidity coefficient, the authors used the ratio of total amount of condensate to total amount of evaporation continuously observed over a number of days in the micro-osmometer test tubes to characterize the absorption capacity of condensate under different conditions in the area as follows:
(2)
where: coefficient of condensate absorption is KD, amount of condensate is D, and amount of evaporation is E.
According to analysis of the experimental observation data, the condensed water absorption coefficients of the bottom-unsealed test tube (0–5 cm, 5–10 cm, and 0–10 cm) under the artificial water retention layer and the bare ground test tube were 0.0759, 0.0486, 0.0724, and 0.0591, respectively (Figure 6). The respective retention capacities of the agent treated soil samples were 1.29, 0.82, and 1.23 times that of bare ground while under bidirectional condensation state. As to the bottom-unsealed test tube, the condensed water absorption coefficients of the samples (0–5 cm, 5–10 cm, and 0–10 cm) under the artificial water retention layer and bare ground were 0.0257, 0.0073, 0.0080, and 0.0094, respectively; the retention capacities of the artificial water-retaining layer were 2.74, 0.77, and 0.85 times that of the bare ground in the unidirectional condensation state (see Figure 7). For vegetation in arid areas, especially in the bare ground of the lake bottom at the beginning of sandification, the condensate absorption capacity is of great ecological significance to the water supply and growth of shallow rooted plants.
Figure 6

Contrast diagram of coefficient of condensate absorption.

Figure 6

Contrast diagram of coefficient of condensate absorption.

Close modal
Figure 7

Comparison of water holding capacity of artificial water retaining layer.

Figure 7

Comparison of water holding capacity of artificial water retaining layer.

Close modal

A micropermeability meter method was used to study the variation characteristics, formation time, yield and absorbency of soil condensed water under the conditions of bottom-unsealed treatment and bottom-sealed treatment of an artificial water-retaining layer in the bare sandy area of a lake bottom under the influence of warm humidification in the salt lake region of Qinghai-Tibet Plateau. The characteristics of condensation water retention in different soil layers in the bare sandy area of the backwater lake bottom of Hoh Xil Lake in Qinghai Province were investigated. The following conclusions can be drawn:

  • (1)

    Condensate exists in the Hoh Xil Salt Lake area, and there are two sources of soil condensation: condensation from atmospheric water vapor and condensation from deep soil pores. The amount of water vapor condensation in the lower part of the soil in the artificial water retention layer conditions was 2.588 times the amount of condensation in the air near the ground, while the amount of water vapor condensation in the lower part of the bare ground was 1.783 times the amount of condensation in the air near the ground.

  • (2)

    The artificial water retention layer in the Salt Lake area of Hoh Xil had little influence on the time of condensation generation, as it ended only slightly earlier than the bare ground did, and the trend of the condensation rate remained the same. However, the unidirectional condensation of water vapor in the near-surface air in the artificial water retention layer was significantly better than that of the bare ground, and the condensation rate was three times higher than that of the bare ground.

  • (3)

    The total amount of bidirectional condensation in the artificial water retention layer was slightly less than that of the bare ground, while the total amount of unidirectional condensation in the artificial water retention layer was significantly higher than that of the bare ground. Together, this data indicates that the artificial water retention layer helped to promote the absorption capacity of water vapor in the near-surface air.

  • (4)

    Due to the existence of permafrost in the Qinghai-Tibet Plateau region, the zero-flux surface transport of heat dissipation in the Salt Lake area of Hoh Xil lies approximately within 30 cm of the surface.

  • (5)

    The analogous humidity coefficient, which characterizes the coefficient of condensate absorption as the storage capacity of condensate in the surface layer of soil in a certain area, strongly demonstrated that the condensate absorption capacity of the artificial water retention layer in the Hoh Xil Salt Lake area was higher than that of bare ground, regardless of whether it was bidirectional or unidirectional condensation, with the absorption multipliers being 1.29 and 2.74 times, respectively.

This study was supported and funded by the Basic Scientific Research Operations Fund of the Chinese Academy of Geological Sciences (No. SK202116), the Hydrogeological Investigation of the China Geological Survey (No. D2021504003), and the Hebei Province Outstanding Youth Science Fund (No. DD20190331).

We would like to thank the anonymous reviewers for their valuable comments and guidance on the manuscript. We are grateful to researcher Zhang Yuxi for his guidance throughout the process and to the Suonan Dajie Protection Station of the Sanjiangyuan National Park administration bureau for their help.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict of interest.

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