管道进口空气吸入的临界水深试验研究

    Experimental Study on Critical Water Depth for Air Intake at Pipeline Inlet

    • 摘要: 制作1∶3比尺的大小水槽模型,试验研究了灌溉管道进口空气吸入的形式及临界水深与管道流速的关系,得出空气吸入的形式及临界水深与水槽内水流的紊动状态有关,且临界水深随流速的增加而增加的结论。相似性分析表明,临界水深在流速较小时大致符合0.2次方准则,而当流速较大时接近流速一致准则。此外,还根据试验结果对日本有关最小水深标准值进行了讨论

       

      Abstract: Experiments were conducted to study the types of air intake and critical depth-flow velocity relations using a 1∶3 model. The results demonstrated that types of air intake and critical depth were related to turbulence. An increase in flow velocity resulted in an increase in critical depth. Similarity analysis indicated that critical depth agrees with the power rule of 0.2 for relative low velocity, however critical depth agrees with the velocity when velocity is high enough. The required minimum depth in the Japanese standard was discussed according to the experimental results.

       

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