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非充分供水與充分供水入滲模型參數(shù)間關(guān)系試驗
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Experiment on Relations of Infiltration Model Parameter in Non-sufficient and Sufficient Water Supplies
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    摘要:

    基于均質(zhì)土壤的非充分供水與充分供水入滲試驗數(shù)據(jù),,分析了非充分與充分供水入滲過程之間的關(guān)系,,建立了非充分與充分供水入滲Kostiakov三參數(shù)模型參數(shù)之間的關(guān)系,。結(jié)果表明:非充分供水積水后入滲過程以充分供水入滲過程為漸近線,;非充分與充分供水入滲參數(shù)α的比值m隨著供水強度的增加而增大,、隨著黏粒含量的增加而增加,、隨著砂粒含量的增加而減小,、隨著土干密度的增加而增加,、隨著初始含水率的增加而減小,,它們之間都較好地符合乘冪函數(shù)關(guān)系,;非充分供水穩(wěn)定入滲率等于同條件下的充分供水穩(wěn)定入滲率;非充分供水入滲系數(shù)K1等于供水強度與穩(wěn)定入滲率之差,。

    Abstract:

    On the basis of the non-sufficient and sufficient water supplied infiltration test of homogenous soil, the infiltration processes for both non-sufficient and sufficient water supplies were analyzed; the correlations of Kostiakov three model parameters for the non-sufficient and sufficient water supplies were established. The result shows that the ponding infiltration process with non-sufficient water supply accords with asymptotic curve of infiltration process with sufficient water supply; the infiltration parameter ratio m increases as the three elements of water supply, namely, intensity, clay content of soil grain and soil bulk density augment, while the parameter ratio m decreases as the two elements of sand content, and moisture content, the steady infiltration rate of non-sufficient water supply equals to steady infiltration rate of sufficient water supply; the infiltration coefficient K1 of non-sufficient water supply equals to the value of the difference between water supplied intensity of water supply and steady infiltration rate.

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李雪轉(zhuǎn),樊貴盛.非充分供水與充分供水入滲模型參數(shù)間關(guān)系試驗[J].農(nóng)業(yè)機械學(xué)報,2010,41(9):44-49.Experiment on Relations of Infiltration Model Parameter in Non-sufficient and Sufficient Water Supplies[J]. Transactions of the Chinese Society for Agricultural Machinery,2010,41(9):44-49.

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