反演含碎石碳酸盐岩红土水力特性

冯娜; 刘冬冬; 丁继辉; 夏薪怡

doi:10.13870/j.cnki.stbcxb.2022.01.015

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反演含碎石碳酸盐岩红土水力特性

更新时间：2025-03-12

- 反演含碎石碳酸盐岩红土水力特性
- Inversion of Hydraulic Properties of Carbonate-Derived Laterite Containing Gravel
- 水土保持学报 2022年36卷第1期页码：101-109
- 作者机构：
  
  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
- 作者简介：
  
  [ "冯娜(1996—), 女, 硕士研究生, 主要从事岩溶区生态水文过程研究。E-mail: 1012079037@qq.com" ]
- 基金信息：
  
  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)
- DOI：10.13870/j.cnki.stbcxb.2022.01.015
  中图分类号： S152.7
- 纸质出版：2022
- 稿件说明：
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冯娜, 刘冬冬, 丁继辉, 等. 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.

FENG Na, LIU Dongdong, DING Jihui, et al. Inversion of Hydraulic Properties of Carbonate-Derived Laterite Containing Gravel[J]. 2022, 36(1): 101-109.
冯娜, 刘冬冬, 丁继辉, 等. 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. DOI： 10.13870/j.cnki.stbcxb.2022.01.015.

FENG Na, LIU Dongdong, DING Jihui, et al. Inversion of Hydraulic Properties of Carbonate-Derived Laterite Containing Gravel[J]. 2022, 36(1): 101-109. DOI： 10.13870/j.cnki.stbcxb.2022.01.015.

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

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

将实测入渗数据结合改进的Green-Ampt模型反演Brooks-Corey模型参数。结果表明: 在相同碎石埋藏深度下

累积入渗量、湿润锋、初始入渗率、平均入渗率和稳定入渗率均随碎石含量增加而减小; 当碎石含量为40%时

埋藏深度是15 cm的土壤稳定入渗率最大(12.71 mm/h)

是埋藏深度为0 cm的1.33倍。Horton模型对含碎石夹层土壤入渗规律的适用性要优于Kostiakov模型和Philip模型。反演参数a、n和hd在同一碎石埋藏深度(0

5 cm)下

随碎石含量增加而增大

而Ks随碎石含量增加而减小。通过土壤水分特征曲线可知

对照组土壤持水性最低; 含碎石夹层土壤持水性随碎石含量增加而减弱

但碎石埋藏深度为15 cm时

含碎石夹层土壤持水性随碎石含量增加而增强; 当碎石含量为40%时

不同碎石埋藏深度下土壤持水能力大小为埋藏深度0 cm＞埋藏深度5 cm＞埋藏深度15 cm。研究结果可为西南喀斯特地区水资源利用提供数据参考。

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

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.

关键词

Keywords

references

Qiao J B, Zhu Y J, Jia X X, et al. Development of pedotransfer functions for soil hydraulic properties in the critical zone on the Loess Plateau, China[J]. Hydrological Processes, 2018, 32: 2915-2921.

李春茂, 徐勤学, 吴攀, 等. 不同土地利用方式峰丛坡地土壤入渗特征及其模拟[J]. 水土保持研究, 2019, 26(1): 47-52.

Zhou L G, Wang X D, Wang Z Y, et al. The challenge of soil loss control and vegetation restoration in the karst area of southwestern China[J]. International Soil and Water Conservation Research, 2020, 8(1): 26-34.

张文源, 王百田. 贵州喀斯特石漠化分类分级探讨[J]. 南京林业大学学报(自然科学版), 2015, 39(2): 148-154.

胡廷飞, 王辉, 胡传旺, 等. 砾石覆盖厚度对斥水土壤入渗特性的影响及模型优选[J]. 水土保持学报, 2019, 33(2): 17-22, 29.

朱元骏, 邵明安. 含砾石土壤降雨入渗过程模拟[J]. 水科学进展, 2010, 21(6): 779-787.

李雪垠, 李朝霞, 王天巍, 等. 紫色土中砾石夹层对土壤水分入渗的影响[J]. 水科学进展, 2016, 27(5): 662-669.

房凯, 郑加兴, 张俐, 等. 砾石覆盖对土壤入渗特性影响的试验研究[J]. 中国农村水利水电, 2020(2): 1-10.

Cerda A. Effects of rock fragment cover on soil infiltration, interrill runoff and erosion[J]. European Journal of Soil Science, 2001, 52(1): 59-68.

Ma D H, Zhang J B, Horton R, et al. Analytical method to determine soil hydraulic properties from vertical infiltration experiments[J]. Soil Science Society of America Journal, 2017, 81(6): 1303-1314.

Brooks R H, Corey A T. Hydraulic properties of porous media[D]. Fort Collins: Colorado State University, 1964.

Ma D H, Zhang J B, Lu Y X, et al. Derivation of the relationships between Green-Ampt model parameters and soil hydraulic properties[J]. Soil Science Society of America Journal, 2015, 79(4): 1030-1042.

Ma D H, Zhang J B, Lai J B, et al. An improved method for determining Brooks-Corey model parameters from horizontal absorption[J]. Geoderma, 2016, 263: 122-131.

王小燕, 蔡崇法, 李鸿, 等. 三峡库区碎石含量对紫色土容重和孔隙特征的影响[J]. 土壤学报, 2017, 54(2): 379-386.

党宏宇, 邵明安, 陈洪松, 等. 不同煤矸石厚度及位置对土壤水分入渗过程的影响[J]. 水土保持学报, 2012, 26(3): 62-66.

吕刚, 王婷, 王韫策, 等. 辽西低山丘陵区坡地砾石含量及粒径对土壤入渗性能的影响[J]. 水土保持学报, 2017, 31(4): 86-92.

司曼菲, 甘永德, 刘欢, 等. 土石混合介质碎石性质对土壤入渗和产流过程影响[J]. 南水北调与水利科技, 2018, 16(2): 59-63, 107.

Zhou B B, Shao M A, Shao H B. Effects of rock fragments on water movement and solute transport in a Loess Plateau soil[J]. Comptes Rendus-Géoscience, 2009, 341(6): 462-472.

马晨雷, 戴翠婷, 刘窑军, 等. 砾石覆盖对紫色土坡面流水动力学参数的影响[J]. 水土保持学报, 2019, 33(6): 150-155, 161.

杨艳芬. 土石混合介质入渗与干旱区滴灌葡萄生长发育特征试验研究[D]. 西安: 西安理工大学, 2010.

王清, 张民, 王通. 不同石砾条件对土壤水分入渗的影响[J]. 湖南农业科学, 2012, 21(13): 43-47, 50.

李源, 宋维峰, 马建刚. 中国西南水梯田土壤水分特性研究: 以哈尼梯田为例[J]. 水土保持学报, 2021, 35(2): 160-169.

Lv J R, Luo H, Xie Y S. Effects of rock fragment content, size and cover on soil erosion dynamics of spoil heaps through multiple rainfall events[J]. Catena, 2019, 172: 179-189.

Qiu Y, Xie Z K, Wang Y J, et al. Influence of gravel mulch stratum thickness and gravel grain size on evaporation resistance[J]. Journal of Hydrology, 2014, 519: 1908-1913.

Wang X Y, Li Z X, Cai C F, et al. Effects of rock fragment cover on hydrological response and soil loss from Regosols in a semi-humid environment in South-West China[J]. Geomorphology, 2012, 151: 234-242.

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