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:

443
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

Laboratory Study Downstream Scour of Rectangular Labyrinth Weir with Gate

Pages

  85-100

Abstract

 Labyrinth weirs can be used to increase outlet capacity for a given spillway crest elevation and length or to increase storage by raising the crest while maintaining spillway capacity. Downstream Scour dimensions of spillway are important parameters in designing of this structures. By combining the spillway and the gate, two major problems of sedimentation on upstream of spillway and the accumulation of waste materials can be solved. In this study, totally 12 experiments were carried out in 3 different discharges, 10, 15 and 20 liters per second. In this study overflow and flow simultaneously from top of weir and gate for two linear and labyrinth spillway were explored. A layer sand with d50=1 mm and thickness of 15 cm were covered at downstream Apron to make a mobile bed. Results showed that by increasing the particle Froude for a constant depth, the maximum Scour depth and Scour hole length increased. Also it was found that when the flow passed through the spillway and gate simultaneously, in both labyrinth and Linear Spillway, the maximum Scour depth and Scour hole length increased with respect to discharge. Transverse profiles at the maximum Scour depth also showed that there was a relative symmetry in the case of a Linear Spillway without a gate, and in this case the bottom profile could be considered as two-dimensional. The maximum Scour depth and Scour hole length increased with increasing discharge, and its magnitude in labyrinth spillways, was less than that in Linear Spillways.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    GOHARI, S., & Kabiri Mahmoud Abadi, Z.. (2019). Laboratory Study Downstream Scour of Rectangular Labyrinth Weir with Gate. IRRIGATION AND DRAINAGE STRUCTURES ENGINEERING RESEARCH , 20(75 ), 85-100. SID. https://sid.ir/paper/367606/en

    Vancouver: Copy

    GOHARI S., Kabiri Mahmoud Abadi Z.. Laboratory Study Downstream Scour of Rectangular Labyrinth Weir with Gate. IRRIGATION AND DRAINAGE STRUCTURES ENGINEERING RESEARCH [Internet]. 2019;20(75 ):85-100. Available from: https://sid.ir/paper/367606/en

    IEEE: Copy

    S. GOHARI, and Z. Kabiri Mahmoud Abadi, “Laboratory Study Downstream Scour of Rectangular Labyrinth Weir with Gate,” IRRIGATION AND DRAINAGE STRUCTURES ENGINEERING RESEARCH , vol. 20, no. 75 , pp. 85–100, 2019, [Online]. Available: https://sid.ir/paper/367606/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