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Investigation of the Propagation Characteristics of Underwater Shock Waves in Underwater Drilling Blasting

机译:水下钻井爆破中水下冲击波传播特性研究

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During the first-stage project of the main channel of Ningbo-Zhoushan Port’s Shipu Harbor, underwater shock waves were monitored. By analyzing a typical measured pressure time history curve, the characteristics of underwater shock waves in an engineering context were obtained. We obtained a traditional exponential attenuation formula for underwater shock waves based on the measured data, simplified the model of underwater drilling blasting based on engineering practice, deduced a revised formula for underwater shock wave peak overpressure on the basis of dimensional analysis, established a linear fitting model, and obtained the undetermined coefficients of the revised formula using a linear regression analysis. In addition, the accuracies of the two formulas used to predict underwater shock wave peak overpressure and the significance order of influence and influence mechanism of factors included in the revised formula on the underwater shock wave peak overpressure were discussed.
机译:在宁波至舟山港的石浦港主航道一期工程中,对水下冲击波进行了监测。通过分析典型的测压时程曲线,获得了工程环境下水下冲击波的特征。根据实测数据获得了传统的水下激波指数衰减公式,根据工程实践简化了水下钻爆的模型,在尺寸分析的基础上推导了修正的水下激波峰值超压公式,建立了线性拟合模型,并使用线性回归分析获得了修正公式的不确定系数。此外,还讨论了用于预测水下冲击波峰值超压的两个公式的准确性,以及修订公式中包括的因素对水下冲击波峰值超压的显着性顺序和影响机理。

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