globalchange  > 气候变化事实与影响
DOI: 10.1016/j.watres.2019.01.057
Scopus记录号: 2-s2.0-85061733707
论文题名:
CFD and physical models of PM separation for urban drainage hydrodynamic unit operations
作者: Liu H.; Sansalone J.
刊名: Water Research
ISSN: 431354
出版年: 2019
卷: 154
起始页码: 258
结束页码: 266
语种: 英语
英文关键词: Best management practice ; Computational fluid dynamics ; Particle size distribution ; Stormwater
英文摘要: A hydrodynamic separator (HS) is a common pre-treatment unit operation (UO) for separating coarser particulate matter (PM). While HS designs have disparate internal geometries, surface areas, and volumes; for a given PM granulometry this study hypothesizes there are limits to PM separation. In this study, a large group of full-scale HS units were tested with physical and computational fluid dynamics (CFD) models to evaluate HS functionality based on surface overflow rate (SOR), HS geometrics (diameter, height, baffling), PM granulometry, particle size distribution (PSD), turnover volume, hydraulic capacity, and short-circuiting. Models were loaded with a hetero-disperse PSD, a common testing metric. PM separation results show that PSD variability greater than ±2% from this metric are different (α = 0.05). Comparing PM separation using the PSD metric across the SOR range: (1) all HS results were below the ideal SOR model, (2) above Hazen's tanks-in-series model with N = 1, (3) above plain tank designs, and (4) declined logarithmically in a ±10% range. Integrated across a triangular loadgraph, the SOR model significantly over-estimated PM separation for all HS units. The SOR model deviated from the validated CFD model, as PSD loadings became increasingly mono-disperse. A validated CFD model is shown to be a valuable tool to examine HS design and functionality. © 2019
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资源类型: 期刊论文
标识符: http://119.78.100.158/handle/2HF3EXSE/121946
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作者单位: Engineering School of Sustainable Infrastructure and Environment, U. of Florida, Gainesville, FL 32611, United States

Recommended Citation:
Liu H.,Sansalone J.. CFD and physical models of PM separation for urban drainage hydrodynamic unit operations[J]. Water Research,2019-01-01,154
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