Evaluating model-based relationship of cone index, soil water content and bulk density using dual-sensor penetrometer data

被引:18
|
作者
Lin, J. [1 ]
Sun, Y. [2 ]
Lammers, P. Schulze [3 ]
机构
[1] Beijing Forestry Univ, Sch Technol, Beijing 100083, Peoples R China
[2] China Agr Univ, Coll Informat & Elect Engn, Beijing 100083, Peoples R China
[3] Univ Bonn, Dept Agr Engn, D-53115 Bonn, Germany
来源
SOIL & TILLAGE RESEARCH | 2014年 / 138卷
关键词
Soil strength; Model; Soil cone index; Soil water content; Soil bulk density; PENETRATION RESISTANCE; MOISTURE-CONTENT; COMPACTION; MAIZE;
D O I
10.1016/j.still.2013.12.004
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
The relationship among cone index (CI), soil water content (theta) and bulk density (D-b) plays a critical role in assessing soil physical conditions. To predict Db as functions of the measurements of CI and theta, a variety of semi-empirical CI-models have been established historically, however a study for validating these models has not been found. In this study four CI-models, one considered the penetration depth as variable but others did not, were evaluated under laboratory condition. The methodology was to use our own developed dual-sensor vertical penetrometer (DSVP) to simultaneously measure Cl and volumetric soil water content (9,), and then to compare the bulk density (Db) core-measured to that model-predicted by the DSVP data. Two types of soil samples (silt-loam and clay) were tested. Because a previous study speculated that penetration depth could confound the CI measured, two depth-dependent factors were incorporated into each CI-model for validating this speculation. Our study found that two of the four models tested fit the experimental data with acceptable R-2 (> 0.70) and RMSE (< 0.093 g cm-(3)). In contrast, the experimental results confirmed that CI in Model-1 had a peak value adapting a wide range of a More ever, the results indicated that the DSVP combined with Model-1 or Model-2 can be used as a tool to predict Db when CI and 9 are simultaneously measured. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:9 / 16
页数:8
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