DETERMINATION OF COEFFICIENT OF DISCHARGE FOR AIR-INFLATED DAM USING PHYSICAL MODEL

Authors

  • Abdullah Ali Nasser Alhamati University of Thamar, Department of Dams Engineering, Thamar, Yemen
  • Thamer Ahmed Mohammed University Putra Malaysia, Department of Civil Engineering, Faculty of Engineering, Selangor, Malaysia
  • Abdul Halim Ghazali University Putra Malaysia, Department of Civil Engineering, Faculty of Engineering, Selangor, Malaysia
  • Jamalodin Norzaie University Putra Malaysia, Department of Civil Engineering, Faculty of Engineering, Selangor, Malaysia
  • Karim Khalaf Al-Jumaily University of Technology, Department of Building & Construction Engineering, Baghdad, Iraq

Keywords:

Inflatable dam, discharge coefficient, weir, rubber dam

Abstract

In general the coefficient of discharge for various types of measuring structures constructed in an open channel can be found from a standard formula. These structures such as a broad-crested weir, sharpcrested weir and circular-crested weir have a constant shape under all overflow conditions; therefore the relationship between the head and discharge over the structures can be found. In the case of inflatable dams this relationship is more complex than traditional measuring structures because the dimensions of inflatable dams may be varied due to internal pressure, overflow head and downstream water head. In this study the coefficient of discharge for inflatable dams was determined from the experimental data under different overflow heads and internal pressures for an air inflated dam.

References

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Published

2026-08-27

How to Cite

Nasser Alhamati, A. A., Ahmed Mohammed, T., Halim Ghazali, A., Norzaie, J., & Al-Jumaily, K. K. (2026). DETERMINATION OF COEFFICIENT OF DISCHARGE FOR AIR-INFLATED DAM USING PHYSICAL MODEL. Suranaree Journal of Science and Technology, 12(1), 19–27. retrieved from https://ph04.tci-thaijo.org/index.php/SUJST/article/view/13185

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Section

Research Article