Analysis of soil moisture response characteristics under artificial recharge
Received Date:2021-12-01
Abstract:In order to determine the change degree of soil moisture response in vadose zone under theinfluence of the artificial re... Open+
Abstract: In order to determine the change degree of soil moisture response in vadose zone under theinfluence of the artificial recharge and clarify the characteristics of soil moisture movement,in -situpaddy field was taken as the research object,the relationships between soil moisture content,negativepressure,electrical conductivity and irrigation infiltration time,and buried depth along the profile wereanalyzed based on long-term monitoring data. The V-G model was used to fit the soil moisture charac-teristic curve,and the mathematical relationship between soil moisture and negative pressure was ana-lyzed by SPSS. The results show that the variation laws of soil moisture content and negative pressureare obvious. The correlation between soil moisture content and negative pressure is good,and the corre-lation coefficient is above 88%. It is difficult to fit the soil moisture characteristic curve in single-layerburied depth,but a better fitting curve can be obtained in superposition of multi-layer buried depth.There is a sudden change in soil negative pressure with the change of moisture content,so the monito-ring frequency should be further improved. Close-
Authors:
- WANG Chengwen1
- LI Ying2,3
- XU Zhaoxiang1
- LI Hongbo1
Units
- 1.Institute of Hydrogeology and Environmental Geology of Ningxia Hui Autonomous Region,Yinchuan 750011,China,
- 2.School of Water Resources & Environment,China University of Geosciences,Beijing 100083,China,
- 3.Geological Bureau of Ningxia Hui Autonomous Region,Yinchuan 750021,China
Keywords
- Irrigation supplies
- Moisture content
- Insitu soil test
- Correlation analysis
Citation
WANG Chengwen,LI Ying,XU Zhaoxiang,et al. Analysis of soil moisture response characteristics under artificialrecharge[J]. Energy Environmental Protection,2022,36( 2) : 82-89.