基于MIKE 3模型计算航道工程装舱溢流施工流失量
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Calculating loss of loading overflow construction in channel engineering based on MIKE 3 model
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    摘要:

    装舱溢流施工后输挖泥沙工程量统计时会包含沉落到航道范围内的泥沙,而落到航道范围外的泥沙无法确定,因此项目验收时根据航道体积计算的输挖工程量会远小于挖泥船实际作业时的工程量。依托盘锦港荣兴港区10万吨级航道工程,采用MIKE 3水动力数值模拟软件,搭建工程区潮流泥沙模型,计算出落到航道范围外的溢流泥沙流失量。结果表明,本方法能计算出整个施工期的装舱溢流施工流失量,对施工方统计实际施工量有重要意义。

    Abstract:

    The statistics of loading overflow construction quantities can include the sand settling in the channel range,while the sand settling outside the channel range cannot be determined.Therefore,the dredging quantities calculated according to the channel volume are much smaller than the actual dredging quantities when the engineering is checked and accepted.Based on the 100,000-ton channel project of Rongxing port area of Panjin Port,we build the tidal current and sand model of the project area by MIKE 3 hydrodynamic numerical simulation software,and calculate the overflow sand loss outside the channel range.The results show that this method can calculate the loss of loading overflow construction in the whole construction period,and it is important for the construction party to count the actual dredging quantities.

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赵津京,赵建豪,邬德宇,等.基于MIKE 3模型计算航道工程装舱溢流施工流失量[J].水运工程,2023(6):215-220.

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  • 在线发布日期: 2023-06-13
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