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Information Journal Paper

Title

Analytical and Experimental investigation of the Hydraulic Jump Characteristics over Permeable Beds

Pages

  33-42

Abstract

 In this research, the effect of channel bed permeability on the Hydraulic jump characteristics is investigated. At first, through analyzing the Momentum equation, a new equation for direct calculation of the sequent depth ratio for Permeable beds obtained. Then, using a channel 6 meters long and 80 centimeters wide laboratory channel, a series of experiments over permeable porous beds with different gran size distribution and different length and width were conducted. The Froude number ranges from 5. 3 to 7. 4. It was observed that over the Permeable bed, the analytical equation estimates the sequent depths ratio better than the Blunger equation and also the sequent depths changes show more dependency on the Froude number in comparison to the bed permeability. The results also showed that permeability of the bed reduced the sequent depths ratio and the jump length significantly compared to the impermeable smooth bed and also increased the energy loss caused by the jump.

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    APA: Copy

    AKBARI, NIMA, ESMAILI, KAZEM, & KHODASHENAS, SAEEDREZA. (2019). Analytical and Experimental investigation of the Hydraulic Jump Characteristics over Permeable Beds. JOURNAL OF HYDRAULICS, 13(4 (134) ), 33-42. SID. https://sid.ir/paper/124240/en

    Vancouver: Copy

    AKBARI NIMA, ESMAILI KAZEM, KHODASHENAS SAEEDREZA. Analytical and Experimental investigation of the Hydraulic Jump Characteristics over Permeable Beds. JOURNAL OF HYDRAULICS[Internet]. 2019;13(4 (134) ):33-42. Available from: https://sid.ir/paper/124240/en

    IEEE: Copy

    NIMA AKBARI, KAZEM ESMAILI, and SAEEDREZA KHODASHENAS, “Analytical and Experimental investigation of the Hydraulic Jump Characteristics over Permeable Beds,” JOURNAL OF HYDRAULICS, vol. 13, no. 4 (134) , pp. 33–42, 2019, [Online]. Available: https://sid.ir/paper/124240/en

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