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Journal of Arid Land  2026, Vol. 18 Issue (4): 715-734    DOI: 10.1016/j.jaridl.2026.04.009     CSTR: 32276.14.JAL.20250279
Research article     
Mechanistic insights into mixed gravel-soil mulching effects on soil hydrology in arid ecosystems: A field micro-lysimeter study
JIA Zhenjiang1, LIU Xuezhi1,2, JIA Zixuan3, AN Wenju1, ZHAO Guangxing4, LIU Qiaoling5, WU Yangyang1, HUANG Yahao1, MA Bo1,2, LI Wangcheng1,2,6,*()
1 School of Civil and Hydraulic Engineering, Ningxia University, Yinchuan 750021, China
2 Engineering Research Center for Efficient Utilization of Modern Agricultural Water Resources in Arid Regions, Ministry of Education, Yinchuan 750021, China
3 College of Agriculture, Nanjing Agricultural University, Nanjing 210095, China
4 Xinjiang Institute of Ecology and Geography, Chinese Academy of Sciences, Urumqi 830011, China
5 College of Water Resources and Civil Engineering, China Agricultural University, Beijing 100083, China
6 State Key Laboratory of Land Degradation and Ecological Restoration in Northwest China, Yinchuan 750021, China
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Abstract  

Gravel mulching plays a vital role in modifying the hydrological cycle in arid and semi-arid areas. Yet, the mechanisms underlying long-term mulching effects on soil evaporation remain poorly understood. To investigate the hydrological effects of mixed gravel-soil mulching (MGSM), we conducted a controlled 39-d soil evaporation experiment (from 22 July to 30 August 2021) using micro-lysimeters at the field experimental site of Ningxia University, China. The soil evaporation rate (E), cumulative soil evaporation (Ec), soil water content (SWC), mulch resistance (rm), and micro-meteorological variables were assessed for six mulch treatments, each containing a different proportion of gravel by volume: 100.00% (M1), 80.00% (M2), 60.00% (M3), 40.00% (M4), 20.00% (M5), and 0.00% (M6). The treatments (M2-M6) showed a prolonged soil moisture depletion phase and greater Ec (28.71%-83.31%) relative to the gravel-only treatment (M1) (P<0.050); these effects were primarily attributed to reduced rm. As compared to Ec, the SWC showed an inverse response, decreasing as Cg decreased. A robust exponential relationship was observed between E and rm (P<0.001). Evaporation suppression mediated by rm was particularly pronounced during the residual evaporation stage (>312 h post-wetting), with the strongest effect occurring in M3, where the mean rm doubled. The SWC, mulch properties, and micro-meteorological parameters (i.e., air relative humidity and surface net radiation flux) were the most important predictors of rm in the mulch treatments. Together, these results suggested that MGSM unexpectedly exacerbated surface soil moisture loss by reducing rm. To mitigate this effect, an optimized mixed gravel-soil mulch, containing 60.00% gravel by volume, might be used; this mixture balances evaporation control with hydrological sustainability and represents a practical strategy for dryland management, offering a compromise between short-term water retention and sustained soil moisture regulation.



Key wordsgravel mulching      gravel-soil matrix      hydrological regulation      soil evaporation      mulch resistance      micro-lysimeter     
Received: 17 June 2025      Published: 30 April 2026
Corresponding Authors: *LI Wangcheng (E-mail: liwangcheng@126.com)
Cite this article:

JIA Zhenjiang, LIU Xuezhi, JIA Zixuan, AN Wenju, ZHAO Guangxing, LIU Qiaoling, WU Yangyang, HUANG Yahao, MA Bo, LI Wangcheng. Mechanistic insights into mixed gravel-soil mulching effects on soil hydrology in arid ecosystems: A field micro-lysimeter study. Journal of Arid Land, 2026, 18(4): 715-734.

URL:

http://jal.xjegi.com/10.1016/j.jaridl.2026.04.009     OR     http://jal.xjegi.com/Y2026/V18/I4/715

Fig. 1 Meteorological conditions during the experimental period (from 22 July to 30 August 2021). u, wind speed; Ta, air temperature; RH, relative humidity; Rs, solar short-wave radiation.
Fig. 2 Schematic diagrams of the experimental set-up. (a), design of six mulch treatments containing different proportions of gravel by volume: 100.00% (M1), 80.00% (M2), 60.00% (M3), 40.00% (M4), 20.00% (M5), and 0.00% (M6); (b), field layout of the micro-lysimeter evaporation experiment.
Treatment Y (%) h (cm) gma (kg) sma (kg) tma (kg) ρ (g/cm3)
M1 100.00 4 1.95±0.00 0.00±0.00 1.95±0.00 1.56±0.01
M2 80.00 4 1.56±0.00 0.34±0.00 1.90±0.00 1.50±0.02
M3 60.00 4 1.17±0.00 0.69±0.00 1.86±0.00 1.49±0.03
M4 40.00 4 0.78±0.00 1.03±0.00 1.81±0.00 1.45±0.01
M5 20.00 4 0.39±0.00 1.38±0.00 1.77±0.00 1.41±0.02
M6 0.00 4 0.00±0.00 1.72±0.00 1.72±0.00 1.38±0.01
Table 1 Detials of the mulch treatments and their properties
Fig. 3 Dynamics of soil evaporation rate (E) for each mulch treatment. (a), M1; (b), M2; (c), M3; (d), M4; (e), M5; (f), M6. Critical time points (t1 and t2) mark the transitions between stages I and II (t1) and stages II and III (t2) of soil evaporation.
Fig. 4 Variations in surface soil water content (SWC; a) and cumulative soil evaporation (Ec; b) with evaporation time for six mulch treatments (M1-M6). Values are mean±SE (n=10). Shaded areas indicate 95.00% confidence intervals.
Fig. 5 Dynamics of SWC and Ec under six mulch treatments (M1-M6) at different evaporation stages (a and c) and across the entire experimental period (b and d). In panel (b), the lower and upper quartiles (Q1 and Q3) in the boxplots are demarcated by the respective lower and upper boundaries of the interquartile range box. The whiskers extend to 1.5 times the interquartile range (IQR) of each box, while group-specific means are indicated by blue circles, and the red circles are data points. Except for panel (b), all figures show the mean±SE (n=10) for each treatment. Different lowercase letters indicate significant differences (P<0.050) among treatments.
Fig. 6 Dynamics of aerodynamic resistance (ra), surface soil resistance (rs), mulch resistance (rm), and total resistance (rt) for each mulch treatment. (a), M1; (b), M2; (c), M3; (d), M4; (e), M5; (f), M6. The critical time point t2 marks the transition between stages II and III of soil evaporation.
Fig. 7 Relative contributions of ra (a), rs (b), and rm (c) to rt across mulch treatments and evaporation time
Fig. 8 Dynamics of rm under six mulch treatments at different evaporation stages (a) and across the entire experimental period (b). In panel (a), the lower and upper quartiles (Q1 and Q3) in the boxplots are demarcated by the respective lower and upper boundaries of the interquartile range box. The whiskers extend to 1.5 times the interquartile range (IQR) of each box, while group-specific means are indicated by blue circles, and the small black dots are outliers. In panel (b), the mean±SE (n=10) is provided for each mulch treatment. Different lowercase letters indicate significant differences among treatments (P<0.050).
Fig. 9 Relationship between E and rm for each mulch treatment (M1-M6). a, b, and c are three fitting parameters for each regression equation. R2, coefficients of determination. Symbols represent all experimental observations (n=23 for each treatment).
Fig. 10 Effects of Cg, SWC, and environmental variables on rm for six mulch treatments (M1-M6). (a and d), Pearson correlations of rm with impact factors for M1 and M2-M6; (b and e), path diagram showing the effects of key environmental factors (Ts, u, and Rn) on rm for M1 and key impact factors (Cg, RH, Rn, and SWC) on rm for M2-M6; (c and f), relative contributions of key environmental factors (Ts, u, and Rn) to variance in rm for M1 and key impact factors (Cg, RH, Rn, and SWC) to variance in rm for M2-M6. Cg, gravel concentration; Ts, surface soil temperature; Rn, surface net radiation flux. The values beside purple solid and blue dashed arrows indicate standardized direct (pd) and indirect (pi) path coefficients, respectively; values in boxes are decision coefficient (d); e represents the residual error. ***, significance at P<0.001 level; **, significance at P<0.010 level; *, significance at P<0.050 level.
Treatment Stepwise regression equation R2 P
M1 rm=302.18+120.33Ts-1229.33u-1587.04Rn 0.72 <0.001
M2-M6 rm=2021.03+8.82Cg-14.62RH-395.39Rn-54.49SWC 0.59 <0.001
Table 2 Stepwise regression equations for mulch resistance (rm) and its drivers for M1 and M2-M6
Fig. 11 Effects of the presence of a gravel-soil matrix within the mulch layer on both soil evaporation and evaporation resistance during evaporation stages Ⅰ-Ⅱ (a and c) and stage Ⅲ (b and d). Changes in ra, rs, and rm in panels b and c are relative to panel a, while those in panel d are relative to panel c. Grayed-out text indicates no significant change in that parameter at that stage. Z0, surface roughness.
Formula Evaluation index
k R2 NSE MRE (%) MAE (mm/h) RMSE (mm/h)
${r}_{s}=\frac{\left(0.75{\theta }_{sat}-{\theta }_{v}\right){r}_{a}}{{\theta }_{v}}$ 0.55 0.84 -0.14 54.51 0.15 0.34
${r}_{s}=\frac{2.16\times 100{\left({\theta }_{sat}-{\theta }_{v}\right)}^{10}}{2.29\times {10}^{-5}{\left(\frac{{T}_{s}}{273.16}\right)}^{1.75}}$ 0.67 0.86 0.29 80.74 0.16 0.27
${r}_{s}=3.5{\left(\frac{{\theta }_{sat}}{{\theta }_{v}}\right)}^{2.3}+33.5$ 1.41 0.88 0.81 41.63 0.08 0.14
${r}_{s}=3.8113\times {10}^{4}{\text{e}}^{\frac{-13.515{\theta }_{v}}{{\theta }_{sat}}}$ 0.69 0.88 0.43 68.55 0.13 0.24
${r}_{s}=-805+4140\left({\theta }_{sat}-{\theta }_{v}\right)$ -0.85 0.12 -0.91 62.36 0.25 0.44
${r}_{s}=10{\text{e}}^{35.63\left(0.15-{\theta }_{v}\right)}$ 0.69 0.83 0.52 47.89 0.10 0.22
$\left\{\begin{array}{l}{r}_{s}=3.5{\left(\frac{{\theta }_{sat}}{{\theta }_{v}}\right)}^{2.3}+33.5\text{            }\frac{{\theta }_{v}}{{\theta }_{sat}}\text{>0.45 }\\ {r}_{s}=-805+4140({\theta }_{sat}-{\theta }_{v})\text{      }\frac{{\theta }_{v}}{{\theta }_{sat}}\le \text{0.45}\end{array}\right.$ 1.26 0.87 0.75 36.46 0.09 0.16
Table S1 Applicability evaluation of different surface soil resistance (rs) formulas under the mixed gravel-soil mulching (MGSM) treatments
Treatment SWC=ae-t/b+c Ec=de-t/e+f
a b c R2 P d e f R2 P
M1 0.20 1069.00 0.11 0.99 <0.001 -39.68 441.11 44.98 0.98 <0.001
M2 0.19 308.01 0.10 0.99 <0.001 -47.77 209.56 52.64 0.96 <0.001
M3 0.16 249.96 0.12 0.97 <0.001 -48.71 137.55 52.77 0.98 <0.001
M4 0.17 201.82 0.10 0.98 <0.001 -61.64 172.48 65.58 0.95 <0.001
M5 0.17 195.49 0.09 0.99 <0.001 -65.20 143.51 68.46 0.94 <0.001
M6 0.15 219.14 0.09 0.98 <0.001 -71.69 156.00 76.80 0.98 <0.001
Table S2 Fitting equations for surface SWC and t as well as Ec and t under different mulch treatments
Fig. S1 Relationships between surface soil water content (SWC) and cumulative soil evaporation (Ec) for six mulch treatments containing a different proportion of gravel by volume: 100.00% (M1), 80.00% (M2), 60.00% (M3), 40.00% (M4), 20.00% (M5), and 0.00% (M6). Points represent all experimental observations (n=23 for each treatment).
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