GEP Modeling of Penetration Depth in Sharp Crested Weirs

被引:10
|
作者
Unsal, Mehmet [1 ]
机构
[1] Kahramanmaras Sutcu Imam Univ, Dept Civil Engn, Kahramanmaras, Turkey
关键词
Sharp crested weir; Penetration depth; GEP; AERATION PERFORMANCE; STEPPED CASCADES; AIR ENTRAINMENT; OXYGEN-TRANSFER; PREDICTION; EFFICIENCY; DOWNSTREAM; SHAPE;
D O I
10.1007/s13369-011-0037-9
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Aeration in the waters of rivers and streams is very important to the existence and quality of aquatic life. Aeration is the process by which the area of contact between water and air is increased, either by natural methods or by mechanical devices. Contact time between water and air is also very important. Increasing the contact time of air bubbles is proportional to penetration depth of air bubbles. As the contact time between bubbles and water body increases, the aeration performance increases. In this study, the penetration depth of sharp crested weirs is modeled by using Genetic Expression Programming (GEP). The obtained models are tested with experimental data. The test results indicate that for the model equations obtained, the determination coefficients (R (2)) are very high. We conclude that GEP can be successfully used for estimating penetration depth in sharp crested weirs.
引用
收藏
页码:2163 / 2174
页数:12
相关论文
共 50 条
  • [31] Hydraulic Characteristics of Flow over Sinusoidal Sharp-Crested Weirs
    Oreizi, Zahra
    Heidarpour, Manouchehr
    Bagheri, Sara
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2015, 141 (03)
  • [32] Lateral flow through the sharp crested side rectangular weirs in open channels
    Shariq, Ali
    Hussain, Ajmal
    Ansari, Mujib Ahmad
    FLOW MEASUREMENT AND INSTRUMENTATION, 2018, 59 : 8 - 17
  • [33] Discharge Measurements in Open Channels using Compound Sharp-Crested Weirs
    Piratheepan, M.
    Winston, N. E. F.
    Pathirana, K. P. P.
    ENGINEER-JOURNAL OF THE INSTITUTION OF ENGINEERS SRI LANKA, 2007, 40 (03): : 31 - 38
  • [34] Discharge coefficient analysis for flat-topped and sharp-crested weirs
    Johnson, MC
    IRRIGATION SCIENCE, 2000, 19 (03) : 133 - 137
  • [35] Discharge coefficient for compound sharp crested side weirs in subcritical flow conditions
    Zahiri, A.
    Azamathulla, H. Md
    Bagheri, S.
    JOURNAL OF HYDROLOGY, 2013, 480 : 162 - 166
  • [36] Energy Dissipation Assessment in Flow Downstream of Rectangular Sharp-Crested Weirs
    Sohrabzadeh Anzani, Hossein
    Kantoush, Sameh Ahmed
    Mahdian Khalili, Ali
    Hamidi, Mehdi
    Water (Switzerland), 2024, 16 (23)
  • [37] Discharge coefficient analysis for flat-topped and sharp-crested weirs
    Michael C. Johnson
    Irrigation Science, 2000, 19 : 133 - 137
  • [39] Discharge prediction for rectangular sharp-crested weirs by machine learning techniques
    Li, Shicheng
    Yang, James
    Ansell, Anders
    FLOW MEASUREMENT AND INSTRUMENTATION, 2021, 79
  • [40] Stage-Discharge Relationship for Sharp-Crested Rectangular Slit Weirs
    Vatankhah, Ali R.
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2019, 145 (10)