气动混流固化疏浚泥混合均匀性影响因素数值模拟研究
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Numerical simulation of factors influencingmixing uniformity for dredged mud solidified by pneumatic flow mixing method
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    摘要:

    气动混流方法可广泛应用于大规模疏浚泥的异位固化与资源化利用,但长期以来其关键工艺参数与结构参数对混合均匀性的影响缺乏量化研究,结构设计与施工依赖工程经验。采用多相流数值模拟方法,研究传统扩大管结构及其改进结构在泥浆、固化剂、空气入口流速和扩大管管径影响下的固化剂空间分布特征与混合均匀性变化规律。结果表明,扩大管管径为200 mm、泥浆入口流速≥4 m/s的条件下,改进结构出口处不均匀系数较常规结构可降低50%~58%;对于改进结构,泥浆、固化剂、空气入口流速每提高1 m/s,出口处不均匀系数平均下降分别为0.26、0.70和0.26,同时混合均匀性随扩大管管径的提高而提高,扩大管管径由200 mm提高至500 mm,出口处不均匀系数可降低约40%。

    Abstract:

    Pneumatic flow mixing method can be widely applied to the ex-situ solidification and resource utilization of large-scale dredged mud.However,there has been a lack of quantitative research on the impact of key process and structural parameters on mixing uniformity,leading to a reliance on engineering experience for structural design and construction.Utilizing multiphase flow numerical simulation methods,this study investigates the spatial distribution characteristics of curing agent and the variation laws of mixing uniformity under the influence of mud,curing agent,and air inlet velocity,as well as the expanded pipe diameter for both conventional and improved structures.The results indicate that under conditions that the expended pipe diameter is 200 mm and the mud inlet velocity is equal to or larger than 4 m/s,the uniformity coefficient at the outlet of the improved structure can be reduced by 50%-58% compared to the conventional structure.For the improved structure,every 1 m/s increase in the inlet velocity of mud,curing agent,and air results in an average reduction in the uniformity coefficient at the outlet of 0.26,0.70,and 0.26,respectively.Additionally,mixing uniformity improves with the increase of the extended pipe diameter and when the diameter is increased from 200 mm to 500 mm,the uniformity coefficient at the outlet can be reduced by approximately 40%.

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胡君龙,李金祥,谢 尧,等.气动混流固化疏浚泥混合均匀性影响因素数值模拟研究[J].水运工程,2025(8):57-66.

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  • 在线发布日期: 2025-08-18
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