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反演含碎石碳酸盐岩红土水力特性
引用本文:冯娜,刘冬冬,丁继辉,夏薪怡.反演含碎石碳酸盐岩红土水力特性[J].水土保持学报,2022,36(1):101-109.
作者姓名:冯娜  刘冬冬  丁继辉  夏薪怡
作者单位:1. 贵州大学资源与环境工程学院, 喀斯特地质资源与环境教育部重点实验室, 贵阳 550025;2. 河海大学农业科学与工程学院, 南京 210098;3. 贵阳市排水有限公司, 贵阳 550000
基金项目:国家自然科学基金项目(41807016);黔科合基础项目[2019]1081;贵州省水利科技项目(KT201803)
摘    要:为探究喀斯特地区碎石夹层对碳酸盐岩红土水力特性的影响因素,通过室内模拟土柱入渗试验,采用垂直入渗水头法研究3种碎石体积含量(0,40%,80%)和3种碎石埋藏深度(0,5,15 cm)分别与累积入渗量、湿润锋、入渗特性和土壤水分特征曲线之间的关系,并采用3种模型分析了含碎石土壤对传统土壤入渗模型的适用性,将实测入渗数据...

关 键 词:Brooks-Corey模型  碳酸盐岩红土  碎石体积含量  碎石埋藏深度  土壤水力特性
收稿时间:2021/7/6 0:00:00

Inversion of Hydraulic Properties of Carbonate-Derived Laterite Containing Gravel
FENG N,LIU Dongdong,DING Jihui,XIA Xinyi.Inversion of Hydraulic Properties of Carbonate-Derived Laterite Containing Gravel[J].Journal of Soil and Water Conservation,2022,36(1):101-109.
Authors:FENG N  LIU Dongdong  DING Jihui  XIA Xinyi
Institution:1. College of Resources and Environmental Engineering, Key Laboratory of Karst Georesources and Environment, Ministry of Education, Guizhou University, Guiyang 550025;2. College of Agricultural Science and Engineering, Hohai University, Nanjing 210098;3. Guiyang Drainage Co., Ltd., Guiyang 550000
Abstract:In order to explore the influence of the gravel interbed on the carbonate-derived laterite hydraulic properties, indoor soil column infiltration and vertical infiltration experiments were conducted to examine the relationship of 3 different gravel volume contents (0, 40% and 80%) and 3 different gravel burial depths (0, 5 and 15 cm) between the cumulative infiltration, wetting front, infiltration characteristics, and soil water characteristic curves. The applicability of the traditional soil infiltration model was analyzed by three models. These Brooks-Corey model parameters were inverted by the measured infiltration data and the modified Green-Ampt model. The results showed that the cumulative infiltration, wetting front, initial infiltration rate, average infiltration rate, and steady infiltration rate obviously decline, along with the increase of the gravel content at the same gravel burial depth. When the gravel content was 40%, the largest soil steady infiltration rate (12.71 mm/h) was found in gravel burial depth of 15 cm, which was 1.33 times higher than that of 0 cm. The Horton equation''s validation of the infiltration characteristics were superior to those expressed by the Kostiakov model and Philip formula. At the same gravel burial depth (0 and 5 cm), the inverted parameters a, n, and hd increased with the increase of gravel content, while Ks decreased. The soil water retention of control group was the lowest, and the soil water retention of the gravel interbed decreased with the increase of the gravel content. However, when the gravel burial depth was 15 cm, the soil water retention of the gravel interbed increased with the increase of the gravel content. As the gravel content arrived at 40%, the relationship of soil water retention in different gravel burial depths was 0 cm > 5 cm > 15 cm. These results can provide data reference for the taking advantage of water resource in the southwest karst regions.
Keywords:Brooks-Corey model  carbonate-derived laterite  gravel volume content  burial depth of gravel  soil hydraulic properties
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