Measurement of in situ saturated hydraulic conductivity in arid land and evaluation of measurement accuracy using numerical simulation
A lot of investigations of in-situ measurement methods for saturated hydraulic conductivity for farmland and their comparison have so far been conducted, while few for arid land. Furthermore, few of them consider the measurement and analytical errors in comparing these methods. In the present study,...
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| Published in | Transactions of The Japanese Society of Irrigation, Drainage and Reclamation Engineering Vol. 2002; no. 218; pp. 145 - 153 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | Japanese |
| Published |
The Japanese Society of Irrigation, Drainage and Rural Engineering
2002
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0387-2335 1884-7234 |
| DOI | 10.11408/jsidre1965.2002.145 |
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| Abstract | A lot of investigations of in-situ measurement methods for saturated hydraulic conductivity for farmland and their comparison have so far been conducted, while few for arid land. Furthermore, few of them consider the measurement and analytical errors in comparing these methods. In the present study, Leonora in Western Australia was selected as a research subject area, and quantitative evaluation was conducted for the effects of measurement condition on the results by various measurement and analytical methods, by comparison with results from numerical simulation. We also evaluated the impermeable layer on the results by Guelph permeameter method and permeability of crust from cylinder intake rate method. As a result, it was showed that the amount of infiltrated water was decreased about 10% by the existence of the impermeable layer at 46cm depth in the Guelph permeameter method. The value of the hydraulic conductivity of the crust layer formed at the soil surface was three-order lower than that of soil body. The Quantitative analysis of deviations and errors caused by various non-uniformity of soil structure are possible by comparison of multiple measurement results with numerical predictions. |
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| AbstractList | A lot of investigations of in-situ measurement methods for saturated hydraulic conductivity for farmland and their comparison have so far been conducted, while few for arid land. Furthermore, few of them consider the measurement and analytical errors in comparing these methods. In the present study, Leonora in Western Australia was selected as a research subject area, and quantitative evaluation was conducted for the effects of measurement condition on the results by various measurement and analytical methods, by comparison with results from numerical simulation. We also evaluated the impermeable layer on the results by Guelph permeameter method and permeability of crust from cylinder intake rate method. As a result, it was showed that the amount of infiltrated water was decreased about 10% by the existence of the impermeable layer at 46cm depth in the Guelph permeameter method. The value of the hydraulic conductivity of the crust layer formed at the soil surface was three-order lower than that of soil body. The Quantitative analysis of deviations and errors caused by various non-uniformity of soil structure are possible by comparison of multiple measurement results with numerical predictions. |
| Author | Yamada, K Hamano, H. (Seikei Univ., Musashino, Tokyo (Japan)) Kojima, T Tahara, K |
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| References | Reynolds, W. D. and Elrick, D. E.(1985b): In situ measurement of field-saturated hydraulic conductivity, sorptivity, and the α-parameter using the guelph permeameter, Soil Sci., 140 (4), 292-302. 濱野裕之, 田原聖隆, 小島紀徳, 山田興一 (2001): 乾燥地における飽和透水係数の原位置測定および土層構造解析, 農土論集, 216, 33-40. Lee, D. M., Reynolds, W. D., Elrick, D. E. and Clothier, B. E.(1985): A comparison of three field methods for measuring saturated hydraulic conductivity, Can. J. Soil Sci., 65,563-573. Yamada, K., Kojima, T., Abe, Y., Williams, A. and Law, J.(1999): Carbon sequestration in an arid environment near Leonora, Western Australia, 沙漠研究, 9 (2), 143-151. Paige, G B. and Hillel, D.(1993): Comparison of three methods for assessing soil hydraulic properties, Soil Sci., 155 (3), 175-189. Philip, J. R.(1957a): The theory of infiltration: 1. The infiltration equation and its solution, Soil Sci., 83,345-357. Mohanty, B. P., Kanwar, R. S. and Everts, C. J.(1994): Comparison of saturated hydraulic measurement methods for a Glacial-Till soil, Soil Sci. Soc. Am. J, 58,672-677. Jury, A. William, Gardner, R. Wilford and Gardner, H. Walter (1991): Soil Physics, John wiley & sons, 83-87. Gupta, R. K., Rudra, R. R, Dickinson, W. T., Patni, N. K. and Wall, G J.(1993): Comparison of saturated hydraulic conductivity measured by various field methods, Trans. of the ASAE, 36 (1), 51-55. Kanwar, R. S., Rizvi, H. A., Ahmed, M., Horton, R. and Marley, S. J.(1989): Measurement of field-saturated hydraulic conductivity by using Guelph and velocity permeameters, Trans. of the ASAE, 32 (6), 1885-1890. Philip, J. R.(1987): The infiltration joining problem, Water Resour Res., 23, 2239-2245. Reynolds, W. D., Elrick, D. E., and Topp, G. C.(1983): A reexamination of the constant head well permeameter method for measuring saturated hydraulic conductivity above the water table, Soil Sci., 136 (4), 250-268. Reynolds, W. D. and Elrick, D. E.(1987): A laboratory and numerical assessment of the guelph permeameter method, Soil Sci., 144 (4), 282-299. 土壌物理測定法委員会 (1976): 土壌物理測定法, 養賢堂, 177-190. 地盤工学会「土質試験の方法と解説」改訂編集委員会 (2000): 土質試験の方法と解説 (第一回改訂版), 社団法人地盤工学会, 334-347. Philip, J. R.(1957b): The theory of infiltration: 5. The influence of the initial moisture content, Soil Sci., 84,329-339. Reynolds, W. D., Elrick, D. E., and Clothier, B. E.(1985a): The constant head well permeameter: effect of unsaturated fl ow, Soil Sci., 139 (2), 172-180. |
| References_xml | – reference: Lee, D. M., Reynolds, W. D., Elrick, D. E. and Clothier, B. E.(1985): A comparison of three field methods for measuring saturated hydraulic conductivity, Can. J. Soil Sci., 65,563-573. – reference: Reynolds, W. D., Elrick, D. E., and Topp, G. C.(1983): A reexamination of the constant head well permeameter method for measuring saturated hydraulic conductivity above the water table, Soil Sci., 136 (4), 250-268. – reference: Gupta, R. K., Rudra, R. R, Dickinson, W. T., Patni, N. K. and Wall, G J.(1993): Comparison of saturated hydraulic conductivity measured by various field methods, Trans. of the ASAE, 36 (1), 51-55. – reference: 濱野裕之, 田原聖隆, 小島紀徳, 山田興一 (2001): 乾燥地における飽和透水係数の原位置測定および土層構造解析, 農土論集, 216, 33-40. – reference: Philip, J. R.(1987): The infiltration joining problem, Water Resour Res., 23, 2239-2245. – reference: Philip, J. R.(1957a): The theory of infiltration: 1. The infiltration equation and its solution, Soil Sci., 83,345-357. – reference: Paige, G B. and Hillel, D.(1993): Comparison of three methods for assessing soil hydraulic properties, Soil Sci., 155 (3), 175-189. – reference: 土壌物理測定法委員会 (1976): 土壌物理測定法, 養賢堂, 177-190. – reference: Reynolds, W. D. and Elrick, D. E.(1987): A laboratory and numerical assessment of the guelph permeameter method, Soil Sci., 144 (4), 282-299. – reference: Jury, A. William, Gardner, R. Wilford and Gardner, H. Walter (1991): Soil Physics, John wiley & sons, 83-87. – reference: Mohanty, B. P., Kanwar, R. S. and Everts, C. J.(1994): Comparison of saturated hydraulic measurement methods for a Glacial-Till soil, Soil Sci. Soc. Am. J, 58,672-677. – reference: Reynolds, W. D., Elrick, D. E., and Clothier, B. E.(1985a): The constant head well permeameter: effect of unsaturated fl ow, Soil Sci., 139 (2), 172-180. – reference: Reynolds, W. D. and Elrick, D. E.(1985b): In situ measurement of field-saturated hydraulic conductivity, sorptivity, and the α-parameter using the guelph permeameter, Soil Sci., 140 (4), 292-302. – reference: Philip, J. R.(1957b): The theory of infiltration: 5. The influence of the initial moisture content, Soil Sci., 84,329-339. – reference: Kanwar, R. S., Rizvi, H. A., Ahmed, M., Horton, R. and Marley, S. J.(1989): Measurement of field-saturated hydraulic conductivity by using Guelph and velocity permeameters, Trans. of the ASAE, 32 (6), 1885-1890. – reference: 地盤工学会「土質試験の方法と解説」改訂編集委員会 (2000): 土質試験の方法と解説 (第一回改訂版), 社団法人地盤工学会, 334-347. – reference: Yamada, K., Kojima, T., Abe, Y., Williams, A. and Law, J.(1999): Carbon sequestration in an arid environment near Leonora, Western Australia, 沙漠研究, 9 (2), 143-151. |
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| SubjectTerms | Arid land ARID ZONES Crust Cylinder intake rate measurement EVALUATION FIELD EXPERIMENTATION Guelph permeameter method Impermeable layer In-situ saturated hydraulic conductivity MEASUREMENT Numerical simulation PERMEABILITY SIMULATION SOIL CRUSTS SOIL STRUCTURE |
| Title | Measurement of in situ saturated hydraulic conductivity in arid land and evaluation of measurement accuracy using numerical simulation |
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