Analyzing Parameters Influencing Scour Bed in Confluence Channels Using Flow3D Numerical Model

被引:8
|
作者
Shamohamadi, Behnam [1 ]
Mehboudi, Ali [1 ]
机构
[1] Islamic Azad Univ, Yasooj Branch, Dept Civil Engn, Yasuj, Iran
来源
CIVIL ENGINEERING JOURNAL-TEHRAN | 2016年 / 2卷 / 10期
关键词
Scour Hole; Numerical Simulation; Secondary Channel; Open-Channel Junction;
D O I
10.28991/cej-2016-00000055
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Channels junction is a phenomenon which is used in most of irrigating and drainage networks and in hydraulic engineering in general. In two channels junction, main and secondary channels encounter with each other and move to the channel downstream. Scour holes and sedimentation zones are created in channels bed. 3D simulation of scour hole created in these channels is influenced by various factors. The ratio of main channel width to secondary channel width is one of the most important influencing factors. This parameter is the main focus of the present research. In the present study, a model calibrated with laboratory results has been simulated. The numerical model results have revealed that decreasing the ratio of main channel width to secondary channel width causes the secondary channel flow encounters to the front wall of the secondary channel. Also, it leads to creating scour near the front wall and the main hole is drawn towards the wall. Furthermore, in the present research, topographical changes of the bed with running time of the numerical model for the middle channel axis has been extracted and presented.
引用
收藏
页码:529 / 537
页数:9
相关论文
共 50 条
  • [31] Investigation of free surface flow generated by a planing flat plate using smoothed particle hydrodynamics method and FLOW3D simulations
    Ghadimi, Parviz
    Dashtimanesh, Abbas
    Farsi, Mohammad
    Najafi, Saeed
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART M-JOURNAL OF ENGINEERING FOR THE MARITIME ENVIRONMENT, 2013, 227 (M2) : 125 - 135
  • [32] An Efficient 1D Hybrid Numerical Model for Bed Morphology Calculations in Alluvial Channels
    Hriday Mani Kalita
    Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2023, 47 : 1189 - 1196
  • [33] An Efficient 1D Hybrid Numerical Model for Bed Morphology Calculations in Alluvial Channels
    Kalita, Hriday Mani
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2023, 47 (02) : 1189 - 1196
  • [34] 3D numerical modeling of flow and sediment transport in open channels
    Wu, WM
    Rodi, W
    Wenka, T
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2000, 126 (01): : 4 - 15
  • [35] 3-D hydrodynamic numerical Analysis of Flow Conditions in Branch Channels
    Kostic, Tino
    Theobald, Stephan
    WASSERWIRTSCHAFT, 2021, 111 (12) : 32 - 38
  • [36] 3D Numerical Simulation of Flow Characteristics at Confluence Zone Between Shenxigou Stream and Baisha River
    Gao Y.
    Ye L.
    Wang Y.
    Xu Z.
    Wang X.
    Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences, 2020, 52 (02): : 78 - 85
  • [37] 3D Numerical Investigation of Effects of Channel Width Change on Flow Structure at Two River Confluence
    Attar, Mona Nemati
    Safarzadeh, Akbar
    PROCEEDINGS OF THE 35TH IAHR WORLD CONGRESS, VOLS I AND II, 2013, : 4981 - 4991
  • [38] A numerical model for predicting bubble formation in a 3D fluidized bed
    Witt, PJ
    Perry, JH
    Schwarz, MP
    APPLIED MATHEMATICAL MODELLING, 1998, 22 (12) : 1071 - 1080
  • [39] Numerical simulation of a 3-D gas-solid flow in a spouted bed
    Fan, Jin-He
    Xu, De-Long
    Xiao, Guo-Xian
    Xi'an Jianzhu Keji Daxue Xuebao/Journal of Xi'an University of Architecture and Technology, 2007, 39 (01): : 78 - 82
  • [40] Hydraulic Experiment on Local Scour Around a Cylinder in Supercritical Flow and Its Numerical Simulation using Shallow Water Flow Model
    Kajikawa, Yuki
    Wada, Takashi
    Kuroiwa, Masamitsu
    Miwa, Hiroshi
    PROCEEDINGS OF THE 39TH IAHR WORLD CONGRESS, 2022, : 964 - 972