1991
DOI: 10.1016/0038-0717(91)90045-l
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Factors affecting the determination of the moisture characteristics of peat by the filter paper method

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Cited by 5 publications
(6 citation statements)
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“…Equilibration periods used by other authors varied from 36 h (Hamblin, 1981) to 6 or 7 d (Fawcett & Collis-George, 1967;McQueen & Miller, 1968), although Greacen et al (1987) noted that longer periods may be required for very low water potentials. Our results showed that at least 6 d was required even at -50 kPa but this was also sufficient for matric potentials as low as -2.5 MPa.…”
Section: Discussionmentioning
confidence: 99%
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“…Equilibration periods used by other authors varied from 36 h (Hamblin, 1981) to 6 or 7 d (Fawcett & Collis-George, 1967;McQueen & Miller, 1968), although Greacen et al (1987) noted that longer periods may be required for very low water potentials. Our results showed that at least 6 d was required even at -50 kPa but this was also sufficient for matric potentials as low as -2.5 MPa.…”
Section: Discussionmentioning
confidence: 99%
“…In soils with a high organic matter content, microbial growth may be a significant problem during the equilibration period (Griffith et al, 1991). Fawcett & Collis-George (1967), McQueen & Miller (1968) and Al-Khafaf & Hanks (1974) treated their papers with fungicide before use to prevent mould on the papers during equilibration although Hamblin (1981) and Chandler & Gutierrez (1986) found this to be unnecessary, as have we for mineral soils.…”
Section: Discussionmentioning
confidence: 99%
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“…In studies by Griffith et al (1991), the WRCs determined for any one organic soil sample using the filter paper method and pressure plate did not differ significantly. Beddoe et al (2010), studying geosynthetic clay liners used in hydraulic barriers, showed that the high capacity tensiometer was able to define the low-tension range more accurately than the filter paper method.…”
Section: Resultsmentioning
confidence: 77%
“…[2013], Leong et al [2016] and Kim et al [2016], whereas for peat soils, the proposal for the calibration equation was presented by Griffith et al [1991]. These are usually equations describing two straight lines, developed for a range of low and high suction pressures.…”
Section: Introductionmentioning
confidence: 99%