2009
DOI: 10.1080/15324980902817147
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Physical Indicators of Soil Quality in Relation to Soil Erodibility Under Different Land Uses

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Cited by 37 publications
(38 citation statements)
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“…These critical levels were categorized from no limitation to extreme limitation in a scale of 1 to 5, respectively using a relative weighting factor (RWF) based on soil physical quality limitations for the crop production These indicators were AWHC, BD, WSA, AC, infiltration rate, mean weight diameter of soil aggregates (MWD), EC and SOC. Singh and Khera (2009) used SI and CR approaches with the same parameters selected by Shukla et al (2004). The results showed that SI was more suitable than CR for assessing the sustainability in terms of soil erodibility.…”
Section: Introductionmentioning
confidence: 99%
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“…These critical levels were categorized from no limitation to extreme limitation in a scale of 1 to 5, respectively using a relative weighting factor (RWF) based on soil physical quality limitations for the crop production These indicators were AWHC, BD, WSA, AC, infiltration rate, mean weight diameter of soil aggregates (MWD), EC and SOC. Singh and Khera (2009) used SI and CR approaches with the same parameters selected by Shukla et al (2004). The results showed that SI was more suitable than CR for assessing the sustainability in terms of soil erodibility.…”
Section: Introductionmentioning
confidence: 99%
“…Under these conditions, the soil quality is often influenced by limiting factors such as high temperature, poor soil fertility, low AWHC, SOC and high concentrations of salt and pH. As Singh and Khera (2009) pointed out, studying land degradation through the soil quality assessment, that reflects soil functioning within the ecosystems, is crucial for sustainable management of land resources. The objectives of this study are to: 1) compare SI and CR approaches in evaluating the soil physical quality in terms of soil sustainability in Astan Quds experimental station.…”
Section: Introductionmentioning
confidence: 99%
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“…Each sample was separately put on the top of the sieve (5 mm), and the fixed sieve analyzer shook at 270 rpm for 2 min. The distributed soil aggregates were collected separately in each sieve and weighed on an electrical balance to calculate the distribution of the 5, 5-2, 2-1, 1-0.5, and 0.5-0.25 mm soil aggregates [15][16][17], whereas for WSA 50 g of soil samples were placed in sieves and dipped into water, and the sieves were moved up and down for 2 min at 30 cycles/min. The remaining soil sample in each sieve was recorded to calculate the water aggregate stability [15][16][17]24,25], dry aggregate stability [25], mean weight diameter, and geometric mean diameter [25,26] by using the following formulas [17,[24][25][26].…”
Section: Sampling Procedures For Determination Of Aggregate Size Fractmentioning
confidence: 99%
“…The cation exchange capacity (CEC) was determined colorimetrically using ammonium nitrogen ( 4 NH + -N) [11] where 10 g of the soil sample was leached with 30 mil of 6% KCl solution and then treated with ammonium nitrogen to exchange with metal ions on the surface soil colloids. The soil aggregate stability was determined using the flat sieve method as described by Singh and Khera, (2009) [27]. The soil fungal density was determined using spread plate count methods where 10 g of soil sample was sus-pended in 90 ml Na 4 P 2 O 7 •10H 2 O to disperse soil organic colloids.…”
Section: Laboratory Analysis Of Soil Samplesmentioning
confidence: 99%