(ptf) - old.gst.org.twold.gst.org.tw/wpes/objects/wpes_msc-ex.pdf74 7 western pacific earth...
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(PTF)
(Pedotransfer function, PTF)
PTF
PTF PTF
1~2
PTF
PTF
1,004
PTF
PTF
7 61-76 2007 12
WESTERN PACIFIC EARTH SCIENCES, Vol.7, P.61-76, December, 2007
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1
( , 1976, 1977, 1978, 1979 , 1969a, 1969b, 1971a, 1971b, 1975a, 1975b, 1976)
(Hydraulic conductivity, K)
(Topp and Sattlecker, 1983 Vereecken et al., 1990)
( , 1993 Gupta and Larson, 1979 Raws
et al., 1982 Saxton et al., 1986 Wosten et al., 1995 Young et al., 1999)
(Pedotransfer
function, PTF)
( )
PTF
(Scott, 2000)
(Scott,
7Western Pacific Earth Sciences, Vol.762
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63Liu et al.: The saturated hydraulic conductivity of plain soils in Taiwan
2000) PTF
PTF
2
2.1 (PTF)
PTF
Saxton et al.(1986) PTF Rawls
et al.(1982)
(n=230, R2=0.95)
K=2.778 × 10-6{exp [12.012-0.0755 (% sand) + [-3.8950+0.03671 (% sand) - 0.1103 (% clay)
+ 8.7546 × 10-4 (% clay)2] (1/Θ) ] } (1)
(1) K (m/sec) Θ (m3/m3) (Ψ)
0~1,500 kpa
(Θ) PTF Θ
Saxton et al.(1986)
Θs=0.332 - 7.251 × 10-4 (% sand) + 0.1276 log10 (% clay) (n=10, R2=0.99) (2)
(2) Θs (m3/m3) (2)
(Saxton et al., 1986) (2) (Saxton et al., 1986)
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5 % % sand 30 % 8 % % clay 58 % (3)
30 % % sand 95 % 5 % % clay 60 % (4)
2.2
( , 1978) ( , 1976) ( , 1977)
( , 1976) ( , 1969a) ( ,
1975a) ( , 1971a) ( , 1969b) ( ,
1975b) ( , 1971b) ( , 1979)
2.3
1 PTF
PTF
2 (3, 4)
100% 100%
3 (2)
(1) (Ks)
4 (Ks) (Scott, 2000)
Ks = bi/ (bi/Ksi) (5)
bi Ksi
5 (GIS)
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3
3.1 PTF
(Ks )
(1, 2) (Ks) Ks
PTF
1,000 m
(1985) PTF
( a) PTF
7.32~8.44×10-5 cm/s 2.99~22.5×10-5 cm/s(
) a (22.5×10-5 cm/s) PTF
1:1
2.99~6.33x10-5 cm/s( )
PTF
( , 2000) ( b) PTF
( b) PTF
6.27~ 45.6×10-5 cm/s
25.3~ 449×10-5 cm/s( ) PTF
1~2
PTF
PTF
PTF
Liu et al.: The saturated hydraulic conductivity of plain soils in Taiwan
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PTF
(Scott, 2000)
300 m
( , 1993)
PTF ( c, d)
( )
( ) PTF
( c) (
PTFTable 1. Variation between PTF-derived and measured saturated hydraulic conductivity from plain soil
data and slope land soil data, respectively.
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) PTF
PTF ( d)
1 ( c, d)
PTF (a) PTF ( , 1985)(b) PTF ( , 2000) (c) PTF ( , 1993)(d) PTF ( , 1993)
Figure 1. Comparison of saturated hydraulic conductivity of PTF-derived with the measured ones. (a)PTF-derived vs. experimented on plain soil (Chen, 1985). (b) PTF-derived vs. experimented onslope land soil (Lin, 2000). (c) PTF-derived vs. experimented on mixed soil (Chen, 1993). (d) PTF-derived vs. experimented on unmixed soil (Chen, 1993).
Liu et al.: The saturated hydraulic conductivity of plain soils in Taiwan
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Western Pacific Earth Sciences, Vol.7
PTF
(1998)
( a) (1999) (
b)
a, b PTF
3.2
( ) 1,004 1,225
(3) (4) (2) (1) PTF
( 5)
(soil texture class)
PTF
Raws et al.(1982)
( )
PTF ( 3, 4) (2) (1)
( )
1,004
( )
10-4~10-3 cm/s (Good)
(Bear, 1979) GIS
( )
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(a) (1998) (b) (1999)GP Guelph RI
Figure 2. Comparison of the saturated hydraulic conductivity measured by different field methods. (a)data from Lin (1998). (b) data from Lin (1999). GP: Guelph Permeameter; RI: Single RingInfiltrometer.
(a)
(b)
Liu et al.: The saturated hydraulic conductivity of plain soils in Taiwan
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Table 2. The corresponding saturated hydraulic conductivity of soil texture classes.
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( 10-4cm/s)Table 3. The saturated hydraulic conductivity of top five area-occupied soil series in each county of
Taiwan. (Unit in 10-4cm/s)
Liu et al.: The saturated hydraulic conductivity of plain soils in Taiwan
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Figure 3. The saturated hydraulic conductivity distribution map of Taiwan plain soils.
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4
( )
(1)
PTF PTF
PTF (2)
1969a 115
1969b 140
1971a 154
1971b 129
1975a 166
1975b 177
1976 115
1999 30
Liu et al.: The saturated hydraulic conductivity of plain soils in Taiwan
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3 235-239
1993 24
2 119-130
2000
64
1998
84
1976 110
1977 162
1978 254
1979 105
1985
77
1993
88
Bear, J. (1979) Hydraulics of groundwater, pp66-69, McGraw-Hill Inc.
Gupta, S.C. and Larson, W.E. (1979) Estimating soil water retention characteristics from particle
size distribution, organic matter content, and bulk density: Water Resour. Res., 15, 1633-
1635.
Rawls, W.J., Brakensiek, D.L. and Saxton, K.E. (1982) Estimation of soil water properties:
Trans. Am. Soc. Agric. Engs., 25, 1316-1320.
Saxton, K.E., Rawls,W.J., Romberger, J.S. and Papendick, R.I. (1986) Estimating generalized
soil-water characteristics from texture: J. Am. Soil Sci. Soc., 50, 1031-1036.
Scott, H.D. (2000) Soil physics, pp165-243, Iowa State Univ. Press.
Topp, G.C. and Sattlecker, S. (1983) A rapid measurement of horizontal and vertical components
of saturated hydraulic conductivity: Can. Agric. Eng., 25, 193-197.
Vereecken, H., Maes, J. and Feyen, J. (1990) Estimating unsaturated hydraulic conductivity
from easily measured soil properties: Soil Sci., 149, 1-12.
Wosten, J.H.M., Finke, P.A. and Jansen, M.J.W. (1995) Comparison of class and continuous
pedotransfer functions to generate soil hydraulic characteristics: Geoderma, 66, 227-237.
Young. M.D.B., Gowing, J.W., Hatibu, N., Mahoo, H.M.F. and Payton, R.W. (1999) Assessment
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and development of pedotransfer functions for semi-arid Sub-Saharan Africa: Phys. Chem.
Earth (B), 24(7), 845-849.
Liu et al.: The saturated hydraulic conductivity of plain soils in Taiwan
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Western Pacific Earth Sciences, Vol.7
APPLICATION OF PEDOTRANSFER FUNCTION (PTF) TOEVALUATE THE SATURATED HYDRAULIC CONDUCTIVITY
OF PLAIN SOILS IN TAIWAN
TSANG-SEN LIU1, TSUNG-REN PENG
2, CHIA-HUA FAN2 AND HORNG-YUH GUO
1
1. Agricultural Chemistry Division, Agricultural Research Institute, Wufeng, Taichung, Taiwan, ROC.
2. Department of Soil and Environmental Sciences, National Chung Hsing University, Taichung, Taiwan, ROC.
ABSTRACT
In order to advance the values of the soil basic data baseestablished over the past forty years in Taiwan, this study transferredthe soil texture records into saturated hydraulic conductivity datavia employing the feasible foreign pedotransfer function (PTF).Evaluation on the feasibility of PTF was done by using the limitedliterature data of soil texture and hydraulic conductivity. Our resultsindicate that the PTF is not suitable for soils on slope land, thesaturated hydraulic conductivity inferred from the PTF (Ks) is lowerthan measurement value (Ks') by the magnitude of 1~2 orders.However, the PTF is applicable for plain soils, as has same order ofmagnitude with Ks'. Thus, we transfer the vast amount of texturedata of plain soils to hydraulic conductivity information accordingly.A soil saturated hydraulic conductivity map with 1,004 soil series inplain area of Taiwan was established, providing important referencewhile evaluating the ability of infiltration for any specified region.Because the PTF utilized in this study did not derive from local data,the equation may not reflect the unique structure factor of soils inTaiwan. Therefore, appropriate local PTFs are needed for furtherstudy.
Key words: pedotransfer function (PTF), soil texture, saturated hydraulic
conductivity, plain soils, Taiwan
1. Tsang-Sen Liu, e-mail: [email protected]