[1]CHEN Yan-hui,YANG Shun-cheng,WANG Guo,et al.Effects of the Application Rate of Sewage Sludge on the Losses on Soil and Water of Lateritic Red Slope Soil Plots[J].Research of Soil and Water Conservation,2010,17(02):1-5.
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Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume:
17
Number of periods:
2010 02
Page number:
1-5
Column:
Public date:
2010-04-20
- Title:
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Effects of the Application Rate of Sewage Sludge on the Losses on Soil and Water of Lateritic Red Slope Soil Plots
- Author(s):
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CHEN Yan-hui1, YANG Shun-cheng2, WANG Guo1, CHEN Ming-hua2, CHEN Wen-xiang2, CHAI Peng2
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1. Department of Resources and Environmental Sciences, Fujian Agriculture and Forestry University, Fuzhou 350002, China;
2. Water and Soil Conservation Experimental Station in Fujian, Fuzhou 350003, China
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- Keywords:
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application rate; simulated rainfall; sloping field; soil and water loss; sewage sludge
- CLC:
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S157
- DOI:
-
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- Abstract:
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The effects of different application rates of sewage sludge on soil and water losses of lateritic red slope soil plots were studied under simulated rainfall conditions. When the sludge was broadcasted and mixed with surface soils (BM), the concentration and the loss amount of particulates were the highest at 1 day or 18 days after application. The peak values of the concentration and the loss amount of particulates were 4 517.0 mg/L and 79.3 g/m2 respectively, for the BM plots receiving 60 t/hm2 of sewage sludge (BM60), being 83.8% and 96.7% respectively of the corresponding values for the BM plots receiving 120 t/hm2 of sewage slude (BM120). Afterwards, the concentration and the loss amount of particulates from the BM60 plots were 1.1~4.1 times higher than those from the BM120 plots. During the whole experimental period, the runoff amounts of BM60 treatment were 1.2~2.3 times of those of BM120 treatment. The accumulative runoff amounts and the accumulative loss amounts of particulates for the BM treatment increased when the application rate decreased. Sludge application rate had no significant effects on the accumulative runoff amounts and accumulative loss amounts of particulates in the runoff for the hole-application treatment.