مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

video

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

sound

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Version

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View:

401
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

0
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Journal Paper

Title

Application of the Evolutionary Methods in Determining the Discharge Coefficient of Triangular Labyrinth Weirs

Pages

  279-290

Abstract

 A labyrinth weir is a nonlinear weir folded in the plan-view which increases the crest length and the flow rate for a given channel width and an upstream flow depth. Nowadays, a labyrinth weir is an attractive alternative for those weirs that have a problem in passing the probable maximum flood. The three-dimensional flow pattern and unlimited geometric parameters provide a major challenge to the designers of these weirs. The present study aimed at determining discharge coefficients of sharp-crested Triangular Labyrinth Weirs using the Support Vector Machine (SVM). The results were compared with the experimental data. For this purpose, 123 laboratory test data including geometric and hydraulic parameters such as vertex angle (θ ), magnification ratio (L/B), head water ratio (h/w), Froude number (Fr), Weber Number (We) and Reynolds number (Re) were used. The results showed that the SVM-based model produced the most accurate results when only three geometric parameters, e. g. (h/w, θ , L/B), were introduced as the input parameters (R2 = 0. 974, Root mean square error [RMSE] = 0. 0118, mean absolute error [MAE] =0. 0112 and mean normal error [MNE] =0. 017 for the test stage). Also, for these weirs, polynomials linear and nonlinear regression equations were presented. Finally, the discharge coefficient of sharp-crested Triangular Labyrinth Weirs based on the Rehbock Equation was evaluated and compared with the SVM using nonlinear and linear regression methods

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    Majedi Asl, M., & Fuladipanah, M.. (2019). Application of the Evolutionary Methods in Determining the Discharge Coefficient of Triangular Labyrinth Weirs. WATER AND SOIL SCIENCE (JOURNAL OF SCIENCE AND TECHNOLOGY OF AGRICULTURE AND NATURAL RESOURCES), 22(4 ), 279-290. SID. https://sid.ir/paper/394542/en

    Vancouver: Copy

    Majedi Asl M., Fuladipanah M.. Application of the Evolutionary Methods in Determining the Discharge Coefficient of Triangular Labyrinth Weirs. WATER AND SOIL SCIENCE (JOURNAL OF SCIENCE AND TECHNOLOGY OF AGRICULTURE AND NATURAL RESOURCES)[Internet]. 2019;22(4 ):279-290. Available from: https://sid.ir/paper/394542/en

    IEEE: Copy

    M. Majedi Asl, and M. Fuladipanah, “Application of the Evolutionary Methods in Determining the Discharge Coefficient of Triangular Labyrinth Weirs,” WATER AND SOIL SCIENCE (JOURNAL OF SCIENCE AND TECHNOLOGY OF AGRICULTURE AND NATURAL RESOURCES), vol. 22, no. 4 , pp. 279–290, 2019, [Online]. Available: https://sid.ir/paper/394542/en

    Related Journal Papers

    Related Seminar Papers

  • No record.
  • Related Plans

  • No record.
  • Recommended Workshops






    Move to top
    telegram sharing button
    whatsapp sharing button
    linkedin sharing button
    twitter sharing button
    email sharing button
    email sharing button
    email sharing button
    sharethis sharing button