滲流作用下的泥沙運(yùn)動(dòng)研究綜述
發(fā)布時(shí)間:2018-06-24 09:54
本文選題:滲流 + 泥沙。 參考:《泥沙研究》2017年06期
【摘要】:對(duì)滲流輸沙的形式、泥沙起動(dòng)的臨界條件和泥沙輸移模型三個(gè)問(wèn)題進(jìn)行了總結(jié)。目前的研究成果眾多,有基于經(jīng)驗(yàn)數(shù)據(jù)的總結(jié)、有關(guān)于理論方法的推導(dǎo),但總體來(lái)說(shuō)各種成果的適用性都有局限。各種成果的差異的原因需要深入研究,從而找出更精確的理論方法。對(duì)于二維滲流以及非飽和滲流作用下的泥沙運(yùn)動(dòng)問(wèn)題需要在以后的研究中得到加強(qiáng)。
[Abstract]:The form of seepage and sediment transport, the critical condition of sediment incipient and the model of sediment transport are summarized. At present, there are many research results, including summary based on empirical data and derivation of theoretical methods, but in general, the applicability of these results is limited. The reasons for the differences in results need to be studied in depth to find out more accurate theoretical methods. The problem of sediment movement under the action of two-dimensional seepage and unsaturated seepage needs to be strengthened in the future.
【作者單位】: 天津大學(xué)水利工程安全與仿真國(guó)家重點(diǎn)實(shí)驗(yàn)室;天津大學(xué)河流海岸工程泥沙研究所;
【基金】:國(guó)家自然科學(xué)基金項(xiàng)目(41576093,51279124,51621092) 天津市應(yīng)用基礎(chǔ)與前沿技術(shù)研究計(jì)劃項(xiàng)目(14JCZDJC39800) 水利工程仿真與安全國(guó)家重點(diǎn)實(shí)驗(yàn)室開(kāi)放基金項(xiàng)目(HESS-1513)
【分類(lèi)號(hào)】:TV142
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本文編號(hào):2061126
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