
Numerical computation of multi-level intake of diversion project
Author(s) -
Yuehua Wang,
Xiaodai Zhong,
Bin Wang,
Jinchun Hu,
Bao Zhong-jin,
Gang Xu,
Yun Liu,
Xiaowei Han
Publication year - 2020
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/510/5/052001
Subject(s) - hydraulic head , inlet , turbulence , computation , head (geology) , water diversion , environmental science , stratification (seeds) , computational fluid dynamics , range (aeronautics) , mechanics , flow (mathematics) , water intake , geotechnical engineering , engineering , mathematics , geology , environmental engineering , physics , mechanical engineering , geomorphology , algorithm , aerospace engineering , seed dormancy , germination , botany , dormancy , biology , water resource management
Multi-level intake of diversion project has the advantage of selective intake. To further understanding of the hydraulic characteristics of this intake, a numerical simulation was carried out by RNG k – ε turbulent model. The parameters of flow pattern and velocity distribution, water head loss, water source stratification are analyzed. Researches show that the local flow shape is complicated. The water head loss coefficient at inlet is in a range of 0.31 to 0.62. The effect of multi-level intake structure is fairly good. The results provide reference for the design and operation of similar engineering.