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基于水量平衡原理的裂隙優(yōu)先流雙域滲透模型及其應(yīng)用
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江蘇省自然科學(xué)基金青年基金項(xiàng)目(BK20200523)、江西省重點(diǎn)研發(fā)計(jì)劃項(xiàng)目(20203BBGL73226),、中央高?;緲I(yè)務(wù)費(fèi)專項(xiàng)資金項(xiàng)目(B200201017)和中國博士后科學(xué)基金項(xiàng)目(2021M690874)


Dual-permeability Model for Crack Preferential Flow Based on Principle of Water Volume Balance and Its Application
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    摘要:

    針對(duì)農(nóng)田裂隙在灌溉過程中造成灌水效率降低和養(yǎng)分淋失等現(xiàn)象,基于表層入滲,、裂隙邊壁層流通量,、裂隙邊壁水平吸滲三者與灌水強(qiáng)度平衡原理,構(gòu)建了基于水量平衡的優(yōu)先流雙域滲透模型,,采用染色示蹤試驗(yàn)進(jìn)行了驗(yàn)證,,并基于該模型進(jìn)行了初始/邊界條件旋轉(zhuǎn)設(shè)計(jì)模擬應(yīng)用。結(jié)果表明,,試驗(yàn)優(yōu)先流模式可顯著區(qū)分為基質(zhì)流態(tài)(土層深度0~10cm)和優(yōu)先流態(tài)(土層深度大于10cm),,染色覆蓋率在土層深度大于10cm的區(qū)域內(nèi)呈線性驟降趨勢(shì);對(duì)比分析實(shí)測(cè)和模擬流態(tài)可知,,本文提出的裂隙流雙域滲透模型可有效預(yù)測(cè)土壤上邊界入滲特征,、基質(zhì)流入滲深度和染色覆蓋率隨深度的變化,實(shí)測(cè)和模擬染色覆蓋率極顯著相關(guān)(P<0.01,,R2為0.981),,裂隙流發(fā)育可分為供水強(qiáng)度控制、表層入滲能力/裂隙邊壁層流控制,、表層/裂隙邊壁入滲能力控制3個(gè)階段,。基于該模型采用初始體積含水率(θi為0.20,、0.25,、0.30、0.35cm3/cm3)和灌水強(qiáng)度(R0為0.10,、0.08,、0.06、0.04、0.03,、0.02cm/min)旋轉(zhuǎn)設(shè)計(jì),,分析了初始及邊界條件下優(yōu)先流特征,模擬結(jié)果表明,,增大灌水強(qiáng)度可使優(yōu)先流指數(shù)增加而降低灌水均勻度,,而當(dāng)初始含水率升高時(shí),優(yōu)先流強(qiáng)度減弱且基質(zhì)流深度增加,。本文基于水量平衡原理模擬了裂隙流濕潤(rùn)鋒推移過程,,消除了傳統(tǒng)雙域滲透模型難以量化裂隙邊壁糙率和層流厚度的缺點(diǎn),豐富了膨縮性土壤裂隙優(yōu)先流預(yù)測(cè)理論,,可為農(nóng)田水分管理和水肥滲漏淋失抑制提供依據(jù),。

    Abstract:

    Soil desiccation cracks result in a decrease in irrigation efficiency and nutrients loss during irrigation events, and the prediction of crack preferential flow would provide theoretical basis for soil water management during crop planting. A dual-permeability model was proposed for crack preferential flow, based on the principle of water volume balance in which the sum of surface infiltration rate, laminar flow flux and lateral flow rate through crack walls equaled the surface irrigation intensity. The dual-permeability model was validated with help of dye tracer experiments of preferential flow. Furthermore, this preferential flow model was applied to practical use with rotation-combination design of initial/boundary conditions, i.e. antecedent water content and irrigation intensity. The results showed that the preferential flow patterns could be markedly classified into matrix flow (soil depth was 0~10cm) and preferential flow (soil depth was greater than 10cm). The variations of dye coverage were rapidly decreased when the soil depth exceeded 10cm. A comparison of the measured and simulated data showed that the dual-permeability preferential flow model was remarkably valid in predicting the characteristics of the surface infiltration rate, matrix flow depth and the dye coverage variations with depth. The Pearson correlation coefficient between the measured and the simulated data showed a significant level (P<0.01, R2 was 0.981). The propagation of crack preferential flow process could be divided into supply dominated phase, surface infiltration capacity/crack wall laminar flow dominated phase and surface/crack wall infiltration capacity dominated phase. Based on this model, a rotationcombination numerical simulation containing four levels of antecedent water content (θi was 0.20cm3/cm3, 0.25cm3/cm3, 0.30cm3/cm3 and 0.35cm3/cm3) and six levels of irrigation intensity (R0 was 0.10cm/min, 0.08cm/min, 0.06cm/min, 0.04cm/min, 0.03cm/min and 0.02cm/min) was conducted. The simulated preferential flow patterns were analyzed under 24 treatments. The results showed an increase in preferential flow fraction and a decrease in irrigation uniformity when the irrigation intensity was increased. As the antecedent water content was increased, the strength of preferential flow was decreased and the matrix flow depth became larger. In general, the proposed model was valid in predicting the propagating wetting fronts of crack preferential flow by adopting the water volume balance principle, which eliminated the disadvantages of the traditional dual-permeability preferential flow model that the roughness of the crack walls and the thickness of the laminar flow can not be accurately quantified. The proposed model provides a novel perspective into crack preferential flow prediction, and the simulation results would provide theoretical basis for the farmland water management and percolation loss.

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王策,張展羽,陳曉安,陳于,朱成立,翟亞明.基于水量平衡原理的裂隙優(yōu)先流雙域滲透模型及其應(yīng)用[J].農(nóng)業(yè)機(jī)械學(xué)報(bào),2021,52(10):314-326,348. WANG Ce, ZHANG Zhanyu, CHEN Xiaoan, CHEN Yu, ZHU Chengli, ZHAI Yaming. Dual-permeability Model for Crack Preferential Flow Based on Principle of Water Volume Balance and Its Application[J]. Transactions of the Chinese Society for Agricultural Machinery,2021,52(10):314-326,,348.

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  • 收稿日期:2021-06-12
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  • 在線發(fā)布日期: 2021-07-26
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