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干湿循环强度与频度对花岗岩红壤孔隙分布的影响
引用本文:张光辉, 魏玉杰, 周小荃, 陈新, 辜婧瑶, 蔡崇法. 干湿循环强度与频度对花岗岩红壤孔隙分布的影响[J]. 农业工程学报, 2022, 38(Z): 106-113. DOI: 10.11975/j.issn.1002-6819.2022.z.012
作者姓名:张光辉  魏玉杰  周小荃  陈新  辜婧瑶  蔡崇法
作者单位:1.华中农业大学资源与环境学院,武汉 430070;2.洪山区水务和湖泊局,武汉 430070
基金项目:国家自然科学基金资助项目(42277329,41807065);中国博士后科学基金(2018M640714)
摘    要:为探明干湿循环频度与强度对花岗岩红壤孔隙分布的影响,该研究通过测定不同干湿循环条件下土壤水分特征曲线计算孔隙分布,并采用孔隙分形维数量化干湿循环效应对土壤孔隙结构变异的影响。结果表明:干湿循环对<0.2 μm、>3~15 μm和>57 μm三类当量孔隙产生了显著影响。孔隙结构的再分布主要集中于前4次干湿交替之中,其后干湿交替的影响效应随着频度的增加逐渐减小并趋于稳定。随着强度增强,非活性孔隙(<0.2 μm)和中孔隙(0.2~30 μm)逐渐发育成大孔隙(>30 μm)。同时,干湿循环强度对大孔隙(>30 μm)影响显著(P<0.05),贡献率达65.2%,而干湿循环频度对非活性孔隙(<0.2 μm)影响显著(P<0.05),贡献率达91.9%。此外,土样孔隙分形维数D经干湿循环后逐渐减小,且与强度呈负相关(R2=0.868),表明孔隙结构向大孔隙均质化方向发展。研究结果说明季节性降雨干旱引发的干湿循环效应主要影响大孔隙的生成,增强了土体的均质性和导水能力,加剧了岩土体失稳崩塌的风险。

关 键 词:土壤含水量  侵蚀  花岗岩  干湿循环  孔隙分布  孔隙分形维数
收稿时间:2022-08-11
修稿时间:2022-11-26

Effects of the intensity and time of wetting-drying cycles on the pore distribution of granite red soil
Zhang Guanghui, Wei Yujie, Zhou Xiaoquan, Chen Xin, Gu Jingyao, Cai Chongfa. Effects of the intensity and time of wetting-drying cycles on the pore distribution of granite red soil[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2022, 38(Z): 106-113. DOI: 10.11975/j.issn.1002-6819.2022.z.012
Authors:Zhang Guanghui  Wei Yujie  Zhou Xiaoquan  Chen Xin  Gu Jingyao  Cai Chongfa
Affiliation:1.School of Resource Environment, Huazhong Agricultural University, Wuhan 430070, China;2.Hongshan District Water Affairs and Lakes Bureau, Wuhan 430070, China
Abstract:Abstract: The wetting-drying cycle is a cycle of reciprocal action of soil experiencing multiple soil evaporation and wetting, which is a key environmental factor affecting the formation of changes in the pore structure of the soil. Rainfall is abundant in the granite regions of southern China, and geological disasters such as crumbling hills and landslides triggered by seasonal rainfall are widespread. To investigate the impact of wetting-drying cycle time as well as intensity on the pore distribution of granite red soil, three wetting-drying cycle intensities (10% water content to saturated, 20% water content to saturated, and 30% water content to saturated) and five wetting-drying cycle times (0, 2, 4, 7, 10 times) were set in this study. Moreover, the soil-water characteristic curves of soil samples were measured and the equivalent pore size percentage distribution was computed indirectly utilizing a 1-1500 type 15-bar pressure film meter. Simultaneously, the pore fractal dimension was introduced to quantify the effect of wet and dry cycling on the variation of soil pore structure. The findings indicated that the water content of the soil water characteristic curve in each suction section tended to decrease following wetting-drying cycles, the pore size distribution range of the soil gradually increased, and the water-holding characteristics gradually declined. The equivalent pore size calculation highlighted that the equivalent diameter of granite red soil was primarily concentrated in <0.2 μm and >57 μm which had a significant effect on the three types of equivalent pores of <0.2 μm, 3-15 μm and >57 μm. As the time of wetting-drying cycles increased, the content of large pores (>30 μm) increased rapidly while the content of inactive pores (<0.2 μm) decreased rapidly; the redistribution of soil pores occurred primarily during the first four times, after which the influence effect gradually decreased and stabilized. Various types of pores developed further, as the intensity of wetting-drying cycles increased, and inactive pores (<0.2 μm) as well as medium pores (0.2-30 μm) gradually developed into large pores (>30 μm). The findings of ANOVA pointed out that the intensity and time of the wetting-drying cycle had different effects on various types of pores, and the wetting-drying cycle intensity significantly affected large pores (>30 μm) with a contribution rate of 65.2%; the wetting-drying cycle time had a substantial effect on inactive pores (<0.2 μm) with a contribution rate of 91.9%. The pore fractal dimension D on the other hand was distributed in the range of 2.697-2.774, and the D value gradually decreased following wetting-drying cycles. Furthermore, the decrease rate of the D value was clearly stable following four high-intensity wetting-drying cycles, and it was negatively correlated with the wetting-daring cycle intensity (R2=0.868), indicating that the pore structure tended to develop in the direction of simple homogeneity. This study concluded that the wetting-drying cycle effect triggered by seasonal rainfall largely impacted the generation of large pores, enhanced the homogeneity and hydraulic conductivity of the soil, and intensified the risk of geotechnical instability and collapse, offering a theoretical basis for the reasonable protection as well as utilization of soil and water resources.
Keywords:soil moisture  erosion  granite  wetting-drying cycles  soil pore size distribution  fractal dimension of pore distribution
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