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基于COMSOL的低滲性鹽土內(nèi)設(shè)砂柱洗鹽定量模擬
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“十二五” 國(guó)家科技支撐計(jì)劃資助項(xiàng)目(2012BAD05B02)和國(guó)際原子能機(jī)構(gòu)國(guó)際聯(lián)合研究計(jì)劃資助項(xiàng)目(CRP D1.20.13-17865)


Simulation of Salt Leaching in Coastal Saline Soil Denoting Sand Columns Based on COMSOL
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    摘要:

    濱海粘壤質(zhì)鹽土具有質(zhì)地黏重,、滲透性差等特點(diǎn),,工程實(shí)踐中一種有效的措施是在其土體中建構(gòu)砂性土柱(簡(jiǎn)稱砂柱)加速其脫鹽。針對(duì)此工程措施,,基于2-D土壤溶質(zhì)運(yùn)移模型,,應(yīng)用COMSOL軟件模擬了飽和淋洗條件下3種類型砂柱設(shè)置的排鹽效果,,并進(jìn)行了定量分析。結(jié)果表明:內(nèi)設(shè)中豎砂柱,、單斜對(duì)角砂柱和雙斜“X”型長(zhǎng)砂柱,,經(jīng)過(guò)24h淋洗后,其淋洗效率分別是不設(shè)砂柱的1.24,、1.29和1.45倍,;95%鹽分的淋出時(shí)長(zhǎng)分別為不設(shè)砂柱的0.88、0.83和0.78倍,。這說(shuō)明內(nèi)設(shè)砂柱能顯著提高脫鹽效率,,不同砂柱構(gòu)建對(duì)脫鹽效率也有顯著影響,3種砂柱相比,內(nèi)設(shè)雙斜“X”型長(zhǎng)砂柱的構(gòu)型最有利于鹽分的淋洗,,也最節(jié)省水資源,。

    Abstract:

    Based on COMSOL (35), two dimensional transient cross sectional models were used to investigate water and solute transport in the soil column coupled with variable sand column forms, with “a” denoting no sand column, “b” with one vertical middle sand column, “c” with one long slanged sand column, “d” with two long slanged X shaped sand columns. The results showed that sand column obviously increased the transport efficiency of water and salt, which may attribute to the higher hydraulic conductivity and higher diffusion coefficients in sand columns than clay loam coastal saline. The efficiency of sand column depends on its position and its angle accordingly. The slanted columns were overall superior to the vertical ones in transport efficiency. Generally, “d” is the best type, “c” is the second best and “b” is the third, according to the efficiency of salt leaching and the efficiency of the utilization of water resources.

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孫雪雁,李品芳,李保國(guó),薛元霞,邵 蕾.基于COMSOL的低滲性鹽土內(nèi)設(shè)砂柱洗鹽定量模擬[J].農(nóng)業(yè)機(jī)械學(xué)報(bào),2014,45(7):111-117. Sun Xueyan, Li Pinfang, Li Baoguo, Xue Yuanxia, Shao Lei. Simulation of Salt Leaching in Coastal Saline Soil Denoting Sand Columns Based on COMSOL[J]. Transactions of the Chinese Society for Agricultural Machinery,2014,45(7):111-117.

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  • 收稿日期:2014-01-04
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  • 在線發(fā)布日期: 2014-07-10
  • 出版日期: 2014-07-10
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