Journal of Agricultural Science and Technology ›› 2024, Vol. 26 ›› Issue (9): 183-192.DOI: 10.13304/j.nykjdb.2023.0113
• BIO-MANUFACTURING & RESOURCE AND ECOLOGY • Previous Articles
Danyi SHI(), Yu QIU, Chengzhen HUANG, Juan WANG()
Received:
2023-02-20
Accepted:
2023-07-27
Online:
2024-09-15
Published:
2024-09-13
Contact:
Juan WANG
通讯作者:
王娟
作者简介:
史丹一 E-mail:1315390047@qq.com;
基金资助:
CLC Number:
Danyi SHI, Yu QIU, Chengzhen HUANG, Juan WANG. Effect of Acid Modified Biochar on Infiltration Characteristics of Coastal Saline Soil[J]. Journal of Agricultural Science and Technology, 2024, 26(9): 183-192.
史丹一, 邱禹, 黄成真, 王娟. 酸改性生物炭对滨海盐渍土壤水分入渗特性的影响[J]. 中国农业科技导报, 2024, 26(9): 183-192.
Fig. 1 Variation curve of cumulative infiltration with time under different treatmentsNote:Different lowercase letters indicate significant differences among treatments at P<0.05 level.
Fig. 2 Variation curve of wetting front migration distance with time under different treatmentsNote: Different lowercase letters indicate significant differences among treatments at P<0.05 level.
项目Item | 处理 Treatment | ||||||
---|---|---|---|---|---|---|---|
CK | A1 | A2 | A3 | B1 | B2 | B3 | |
拟合参数n | 0.350 | 0.357 | 0.358 | 0.359 | 0.349 | 0.345 | 0.349 |
决定系数R² | 0.999 | 0.999 | 0.999 | 0.999 | 0.999 | 0.998 | 0.998 |
Table 1 Fitting coefficient of the relationship between cumulative infiltration volume and wetting front depth
项目Item | 处理 Treatment | ||||||
---|---|---|---|---|---|---|---|
CK | A1 | A2 | A3 | B1 | B2 | B3 | |
拟合参数n | 0.350 | 0.357 | 0.358 | 0.359 | 0.349 | 0.345 | 0.349 |
决定系数R² | 0.999 | 0.999 | 0.999 | 0.999 | 0.999 | 0.998 | 0.998 |
Fig.3 Variation curve of soil infiltration rate with time under different treatmentsNote: Different lowercase letters indicate significant differences among treatments at P<0.05 level.
项目Item | 处理 Treatment | ||||||
---|---|---|---|---|---|---|---|
CK | A1 | A2 | A3 | B1 | B2 | B3 | |
经验系数K | 0.600 | 0.690 | 0.631 | 0.743 | 0.609 | 0.970 | 0.934 |
经验系数N | 0.525 | 0.520 | 0.536 | 0.528 | 0.552 | 0.434 | 0.463 |
决定系数R² | 1.000 | 1.000 | 1.000 | 1.000 | 1.000 | 0.997 | 0.999 |
Table 2 Simulation parameters of the Kostiakov infiltration model
项目Item | 处理 Treatment | ||||||
---|---|---|---|---|---|---|---|
CK | A1 | A2 | A3 | B1 | B2 | B3 | |
经验系数K | 0.600 | 0.690 | 0.631 | 0.743 | 0.609 | 0.970 | 0.934 |
经验系数N | 0.525 | 0.520 | 0.536 | 0.528 | 0.552 | 0.434 | 0.463 |
决定系数R² | 1.000 | 1.000 | 1.000 | 1.000 | 1.000 | 0.997 | 0.999 |
土层 Soil layer/cm | 处理 Treatment | |||||
---|---|---|---|---|---|---|
A1 | A2 | A3 | B1 | B2 | B3 | |
0—5 | 11.65±3.21 b | 13.92±3.11 ab | 13.76±4.64 ab | 13.26±5.82 ab | 13.98±4.41 a | 12.11±5.89 ab |
5—10 | 6.00±5.51 b | 5.77±1.41 b | 7.01±5.26 ab | 7.73±4.50 ab | 8.94±3.55 ab | 9.20±8.50 a |
10—15 | 3.11±2.54 b | 3.43±2.54 b | 5.14±2.69 ab | 4.90±2.40 ab | 8.81±5.82 a | 8.27±4.43 a |
Table 3 Soil water holding efficiency of 0—15 cm shallow soil under different biochar addition
土层 Soil layer/cm | 处理 Treatment | |||||
---|---|---|---|---|---|---|
A1 | A2 | A3 | B1 | B2 | B3 | |
0—5 | 11.65±3.21 b | 13.92±3.11 ab | 13.76±4.64 ab | 13.26±5.82 ab | 13.98±4.41 a | 12.11±5.89 ab |
5—10 | 6.00±5.51 b | 5.77±1.41 b | 7.01±5.26 ab | 7.73±4.50 ab | 8.94±3.55 ab | 9.20±8.50 a |
10—15 | 3.11±2.54 b | 3.43±2.54 b | 5.14±2.69 ab | 4.90±2.40 ab | 8.81±5.82 a | 8.27±4.43 a |
项目Item | 处理 Treatment | ||||||
---|---|---|---|---|---|---|---|
CK | A1 | A2 | A3 | B1 | B2 | B3 | |
拟合参数n | 0.351 | 0.358 | 0.358 | 0.359 | 0.349 | 0.345 | 0.349 |
综合性状系数α | 0.262 | 0.405 | 0.323 | 0.272 | 0.279 | 0.422 | 0.469 |
决定系数R² | 0.999 | 0.999 | 0.999 | 0.999 | 0.999 | 0.998 | 0.998 |
均方根误差RMSE/% | 0.013 | 0.166 | 0.035 | 0.016 | 0.529 | 0.602 | 0.242 |
符合度指数D | 0.983 | 0.885 | 0.964 | 0.978 | 0.765 | 0.765 | 0.854 |
Table 4 Parameters of one dimensional algebraic model and simulation accuracy analysis under different biochar addition
项目Item | 处理 Treatment | ||||||
---|---|---|---|---|---|---|---|
CK | A1 | A2 | A3 | B1 | B2 | B3 | |
拟合参数n | 0.351 | 0.358 | 0.358 | 0.359 | 0.349 | 0.345 | 0.349 |
综合性状系数α | 0.262 | 0.405 | 0.323 | 0.272 | 0.279 | 0.422 | 0.469 |
决定系数R² | 0.999 | 0.999 | 0.999 | 0.999 | 0.999 | 0.998 | 0.998 |
均方根误差RMSE/% | 0.013 | 0.166 | 0.035 | 0.016 | 0.529 | 0.602 | 0.242 |
符合度指数D | 0.983 | 0.885 | 0.964 | 0.978 | 0.765 | 0.765 | 0.854 |
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