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泥沙粒度組成對(duì)渾水膜孔灌單向交匯入滲特性的影響
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國(guó)家自然科學(xué)基金項(xiàng)目(51479161、51279157)和公益性行業(yè)(農(nóng)業(yè))科研專(zhuān)項(xiàng)(201203003)


Effect of Clay and Sand Grades on Single-line Interference Infiltration Characteristics of Muddy Water Film Hole Irrigation
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    摘要:

    通過(guò)室內(nèi)相同條件下清水膜孔灌單向交匯入滲和4種不同泥沙粒度組成的渾水膜孔灌單向交匯入滲試驗(yàn),研究不同泥沙粒度組成對(duì)渾水膜孔灌單向交匯入滲特性的影響;建立渾水膜孔灌單向交匯入滲量、單向交匯時(shí)間、濕潤(rùn)鋒運(yùn)移距離與不同泥沙粒度組成的關(guān)系;提出不同泥沙粒度組成下渾水膜孔灌單向交匯入滲單位膜孔面積累積入滲量模型、自由面和交匯面濕潤(rùn)鋒運(yùn)移距離模型;并揭示不同泥沙粒度組成下渾水膜孔灌單向交匯入滲相對(duì)相同條件下清水膜孔灌單向交匯入滲的減滲特性。結(jié)果表明,渾水膜孔灌單向交匯入滲單位膜孔面積的累積入滲量隨著物理性粘粒含量d0.01(粒徑小于0.01mm的顆粒含量)的增大而逐漸減?。蝗霛B系數(shù)K隨著d0.01的增大而減小,入滲指數(shù)α隨著d0.01的增大而增大;在相同入滲時(shí)間內(nèi),隨著物理性粘粒含量d0.01的增大,自由面和交匯面垂直和水平濕潤(rùn)鋒運(yùn)移距離都逐漸減小,減滲率逐漸增大。

    Abstract:

    Through indoor single-line interference infiltration of clean water film hole irrigation and four different clay and sand grades of single-line interference infiltration of muddy water film hole irrigation tests under the same condition, the influence of single-line interference infiltration characteristics of muddy water film hole irrigation under different clay and sand grades was studied, the relationships between single-line interference infiltration of muddy water film hole infiltration volume, single-line interference time, wetting front movement distance and different clay and sand grades were established, the cumulative infiltration volume model and free surface and interference surface wetting front movement distance models for single-line interference infiltration of muddy water film hole per unit area under different clay and sand grades were put forward, and the infiltration reduction feature and influent law of single-line interference infiltration of muddy water film hole irrigation with different clay and sand grades under the relatively same condition of clean water single-line interference infiltration of film hole irrigation were revealed. The results showed that the single-line interference infiltration of muddy water film hole infiltration per unit area of the cumulative infiltration volume was gradually decreased with the increase of physical clay content d0.01 (particle content with diameters less than 0.01mm), the infiltration coefficient K was decreased with the increase of d0.01, and infiltration index α was increased with the increase of d0.01. In the same infiltration time, the vertical and horizontal wetting front movement distances for free surface and interference surface were gradually decreased and the infiltration reduction rate were gradually increased with the increase of physical clay content d0.01.

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費(fèi)良軍,王錦輝.泥沙粒度組成對(duì)渾水膜孔灌單向交匯入滲特性的影響[J].農(nóng)業(yè)機(jī)械學(xué)報(bào),2016,47(4):105-112. Fei Liangjun, Wang Jinhui. Effect of Clay and Sand Grades on Single-line Interference Infiltration Characteristics of Muddy Water Film Hole Irrigation[J]. Transactions of the Chinese Society for Agricultural Machinery,2016,47(4):105-112.

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  • 收稿日期:2015-07-31
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  • 在線(xiàn)發(fā)布日期: 2016-04-10
  • 出版日期: 2016-04-10