SinoGreenTech Academic Portal
Open AccessDOI: 10.12030/j.cjee.202510072Original Research

Optimization of CFD Simulation Parameter Settings for Flow Fields with Porous Structures

School of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China

Read Executive PreviewQuick FAQ
Optimization of CFD Simulation Parameter Settings for Flow Fields with Porous Structures
Graphical Abstract / Figure
Published In
Chinese Journal of Environmental Engineering
Published:January 15, 2026Edition:Vol. 20, Issue 6 • pp. 100-112Citation:ZHU Deqing et al. (2026), Chinese Journal of Environmental Engineering
Impact FactorPeer-Reviewed Core
Source Journal环境工程学报

Key Takeaways & Executive Findings

  • • • The proposed parameter-setting method reduces simulation error to below 6% for the average velocity reduction ratio γS compared to wind tunnel experiments, ensuring high fidelity for engineering design of porous flow-control devices. • • Nine key parameters spanning modeling, mesh, and solver settings were systematically analyzed; their relative impacts on flow predictions were quantified, enabling prioritization of computational resources for accurate results. • • The method is validated for both quasi-2D and 3D configurations, with the 3D model capturing side-flow effects that shorten the low-velocity zone; this is critical for finite-width porous structures like windbreaks. • • The study provides a standardized parameter-setting protocol that mitigates user-dependent variability, improving reproducibility and comparability across different CFD studies of porous structures.

Abstract

Porous structures are widely used in hydraulic and pneumatic systems for flow rectification and throttling, reducing velocity, regulating pressure, and improving flow stability. Numerical simulation is a common approach to study such flows, yet the lack of standardized parameter settings often leads to user-dependent errors. This study, based on the CFD software Fluent, systematically analyzes nine key parameters across three core stages: modeling, mesh generation, and solver settings. Under both quasi-2D and 3D configurations, the influence and underlying mechanisms of each parameter on simulation results are revealed, and a reference parameter-setting method is proposed. The method is validated against wind tunnel experiments, showing that the simulated average velocity reduction ratio γS deviates from experimental values by less than 6%, confirming its reliability and applicability. This work provides a basis for standardized parameter settings in numerical simulations of porous structures, enhancing consistency and predictive accuracy.

1. Introduction

Porous mesh structures are essential in diverse applications, from windbreak nets for dust suppression in open yards to turbulence-reducing screens in wind tunnels and aquaculture net cages. Their flow-rectifying capability stems from the interaction of incident flow with the perforated surface: boundary layer separation occurs, with a portion of the fluid passing through the pores as low-velocity seepage, while the remainder flows around the structure's edges. This process breaks down large-scale vortices, dissipates turbulent kinetic energy via viscous effects, and creates a stable low-velocity, low-turbulence wake region. However, numerical simulation of such flows is highly sensitive to parameter choices, and the absence of standardized settings leads to significant variability in results, undermining the reliability of predictions for engineering design.

This study addresses this bottleneck by systematically investigating nine critical parameters in CFD modeling of porous structures, using a typical windbreak net as a case study. By comparing quasi-2D and 3D model configurations, the research identifies the influence mechanisms of each parameter and proposes a validated parameter-setting methodology. The approach reduces simulation error to under 6% against wind tunnel data, offering a practical solution to enhance consistency and accuracy in porous-structure flow simulations, thereby supporting more reliable engineering decisions.

SinoTechIntel Interactive Document Reader
Page 1–5 of Preview
100%
Download Full PDF

Loading authentic research manuscript (Pages 1–5)...

Cite This Research Paper
ZHU Deqing, CHEN Tingguo, REN Chengjiao, WANG Ke (2026). Optimization of CFD Simulation Parameter Settings for Flow Fields with Porous Structures. Chinese Journal of Environmental Engineering. https://doi.org/10.12030/j.cjee.202510072
SinoGreenTech Academic & Legal Disclaimer

Research & Educational Purpose Only: The translations, structured abstracts, analytical annotations, and data reports provided by SinoGreenTechare intended exclusively for academic research, internal corporate R&D, and educational benchmarking. They do not constitute formal engineering, chemical safety, legal, or professional advice.

Copyright & Intellectual Property Notice: Original copyright of the underlying source articles and experimental data remains with the respective authors, institutions, and original publishing journals. SinoGreenTech claims intellectual property only over its proprietary translations, analytical syntheses, and AEO structured enhancements in accordance with international fair use and academic citation principles.

Frequently Asked Questions

What is the sensitivity of the simulation results to the choice of turbulence model, and how does the proposed method account for model uncertainty?

The study systematically varies nine parameters, including turbulence model settings, and quantifies their impact on the velocity reduction ratio. The proposed method recommends specific settings that yield errors below 6% against wind tunnel data, thereby reducing model-induced uncertainty.

How does the quasi-2D model differ from the full 3D model in terms of computational cost and accuracy, and when is it appropriate to use each?

The quasi-2D model assumes infinite spanwise extent, ignoring side-edge effects, and is computationally cheaper. The 3D model captures side-flow and reattachment, which shortens the low-velocity zone. The study validates both, showing that the 3D model is necessary for finite-width structures, while quasi-2D suffices for wide structures where side effects are negligible.

What are the specific mesh generation parameters that most significantly affect the simulation accuracy, and what values are recommended?

The study identifies mesh resolution near the porous structure as critical. It recommends a minimum mesh size relative to the smallest pore diameter (Rmin) and provides guidelines for boundary layer mesh to resolve the flow gradients accurately, ensuring the error stays below 6%.

How does the proposed parameter-setting method handle the trade-off between computational efficiency and accuracy for large-scale industrial simulations?

The method balances accuracy and efficiency by identifying parameters that have minimal impact on results, allowing coarser settings for those without significant loss of accuracy. This enables faster simulations while maintaining the error below the 6% threshold.

What is the physical significance of the velocity reduction ratio γS, and why is it used as the primary metric for validation?

γS quantifies the reduction in average flow velocity downstream of the porous structure, directly reflecting its flow-rectifying performance. It is a key design parameter for applications like windbreaks, where the goal is to reduce wind speed to prevent dust dispersion. The study uses γS to compare simulation and experiment, ensuring the model accurately predicts the structure's effectiveness.

Related Chinese Research & Cross-Citations

Research Citation2026
Analysis of National and Local Policies for Medical Waste Treatment and Disposal in China

Analysis of National and Local Policies for Medical Waste Treatment and Disposal in China

The escalating generation of medical waste, driven by healthcare expansion and frequent medical activities, poses significant environmental and public health risks. Under the framework of ecological civilization, China is developing a comprehensive policy system for medical waste treatment and disposal, yet the current framework remains nascent and exhibits inconsistencies between national and local policies. This study systematically analyzes the status of national and local policies from 2003 to 2024, collecting 413 policy documents (166 from national ministries and 247 from provincial governments). The analysis examines temporal evolution, regional distribution, and policy focus, alongside the influence of medical waste output, treatment technologies, facility infrastructure, and major epidemic responses. Findings reveal distinct policy phases: initial self-disposal, exploratory management, foundational system building, and rapid development. Regional disparities are pronounced, with eastern coastal areas showing more advanced policies due to greater technical and financial resources. The surge in medical waste, particularly during the COVID-19 pandemic, underscores the need for enhanced regulatory guidance. Non-incineration technologies are gaining traction for their environmental and cost benefits, and facility coverage has improved but remains uneven. The study proposes five policy principles to foster technological innovation and industrial upgrading, ensuring safe medical waste management and environmental protection.

Examine Full Data & PDF
Research Citation2026
Kinetic Analysis and Simulation of Pollutant Removal in Sewage Networks

Kinetic Analysis and Simulation of Pollutant Removal in Sewage Networks

This study investigates pollutant removal characteristics and kinetic behaviors in sewage networks, and analyzes their impact on the carbon-to-nitrogen ratio (C/N, as COD/TN) of influent to wastewater treatment plants. Source water quality sampling at drainage outlets revealed spatial and temporal variations in C/N, with domestic sewage exhibiting higher C/N than industrial sewage, and diurnal peaks reaching 6.92 versus 4.71 during off-peak hours. Using a pilot-scale adjustable sewage network system in Kunshan, experiments were conducted under high (0.491 m·s−1) and low (0.089 m·s−1) flow velocities, monitoring pollutant removal over 144 hours. Pseudo-first-order kinetics were applied to model COD and TN removal. Results showed that COD (including SCOD and PCOD), BOD5, and SS achieved approximately 80% removal within 144 h, with higher removal at low flow velocity. TN, NH3-N, and TP exhibited lower overall removal rates. Kinetic fitting revealed that COD removal rate constants (kCOD) were significantly higher than those for TN (kTN), and both decreased with increasing flow velocity: at low velocity, kCOD=0.0167 h−1 and kTN=0.0029 h−1; at high velocity, kCOD=0.0127 h−1 and kTN=0.0020 h−1. Simulations based on actual source pollutant concentrations indicated that the time for C/N to drop to the denitrification critical value of 4.50 was 12.24 h at high velocity, but shortened to 9.49 h at low velocity. These findings demonstrate that increasing flow velocity effectively retards the decline of C/N. Therefore, regulating network flow velocity to reduce hydraulic retention time is a key strategy for maintaining adequate C/N at the terminal and ensuring denitrification efficiency in wastewater treatment plants.

Examine Full Data & PDF
Research Citation2026
Preparation of Trimetallic-Carbon Composite Catalysts and Their Application in Catalytic Ozonation of Industrial Wastewater

Preparation of Trimetallic-Carbon Composite Catalysts and Their Application in Catalytic Ozonation of Industrial Wastewater

Advanced oxidation processes (AOPs) are promising for degrading organic pollutants in water treatment. Heterogeneous catalytic ozonation (HCO) has gained attention due to its high oxidation efficiency, strong interference resistance, and low secondary pollution. In this study, a series of trimetallic-carbon composite ozone catalysts were prepared via an organic precursor calcination method using γ-Al2O3 as support. This method enhanced catalytic activity and mechanical strength while overcoming the limitations of carbon materials (low mechanical strength) and metal-based materials (poor mass transfer). The optimized catalyst, CA-FeCoCu, comprising Fe, Co, Cu, carbon, and alumina, exhibited excellent performance in phenol degradation and real industrial wastewater treatment. Characterization revealed that the synergistic effect of trimetals and the introduction of multiple carbon types increased specific surface area and hydroxyl radical (·OH) generation. In a pilot-scale fixed-bed reactor, the CA-FeCoCu/O3 system reduced COD from 120 mg·L−1 to below 40 mg·L−1, with an O3 consumption ratio (O/C) of less than 1, effectively lowering operational costs. This work provides a new strategy for developing efficient and stable heterogeneous O3 catalysts and offers a reference for the practical application of HCO in industrial wastewater treatment.

Examine Full Data & PDF
Research Citation2026
Differentiated Characteristics of Suspended Particulate Matter and Their Effects on Water Quality in the Middle and East Routes of the South-to-North Water Diversion Project

Differentiated Characteristics of Suspended Particulate Matter and Their Effects on Water Quality in the Middle and East Routes of the South-to-North Water Diversion Project

This study investigates the spatiotemporal differentiation of suspended particulate matter (SPM) characteristics, sources, and their impacts on water quality between the Middle Route (closed artificial channel) and East Route (open natural water system) of the South-to-North Water Diversion Project. Thirty sampling sites (13 on the Middle Route, 17 on the East Route) were established, and samples were collected during dry and wet seasons. Water quality parameters and SPM characteristics were analyzed, including particle size distribution, total suspended solids (TSS), chlorophyll a, and stable carbon and nitrogen isotopes. Results show that the Middle Route maintains good and stable water quality, with SPM dominated by coarse particles (>63 μm, 61.43%–94.68%), total phosphorus (TP) <0.01 mg·L−1, and a significant positive correlation between chlorophyll a and coarse particles (r=0.60), indicating algal aggregation dominates particle formation. In contrast, the East Route exhibits high and fluctuating nitrogen and phosphorus concentrations, with SPM dominated by fine particles (<20 μm, 51.26%–88.61%), TP ranging from 0.03 to 1.11 mg·L−1, and a positive correlation with fine particles, suggesting significant external inputs. Carbon and nitrogen isotope analysis reveals that Middle Route SPM primarily originates from autochthonous algae (contribution >46.75%), while East Route SPM is influenced by both terrestrial C3 plants and algae. The distinct engineering and management approaches of the two routes lead to significant differences in SPM characteristics and sources, thereby affecting water quality dynamics. The Middle Route requires an 'algal reduction and hydrodynamic optimization' strategy to control algal-derived coarse particle deposition, whereas the East Route benefits from 'retention-sedimentation and wetland purification' to reduce external fine particles and pollutant inputs. This research provides theoretical support and practical guidance for differentiated SPM management in long-distance water diversion systems.

Examine Full Data & PDF
Research Citation2026
Combined Ozone Micro-Nano Bubble Oxidation and Powdered Activated Carbon Adsorption for Removal of Taste and Odor Compounds from Drinking Water

Combined Ozone Micro-Nano Bubble Oxidation and Powdered Activated Carbon Adsorption for Removal of Taste and Odor Compounds from Drinking Water

Algal-derived taste and odor compounds (2-methylisoborneol, 2-MIB, and geosmin, GSM) in drinking water sources are poorly removed by conventional treatment. This study systematically evaluated the standalone and combined performance of ozone micro-nano bubbles (O3-MNBs) oxidation and powdered activated carbon (PAC) adsorption for removing 2-MIB, GSM, and algal cells from source water. Results showed that O3-MNBs pre-oxidation achieved >97.5% removal of odorants at 400 ng·L−1 and 67.2% algal cell removal within 30 min. When applied as a deep treatment stage, the degradation rate constant (k) was 10.1%–25.6% higher than in pre-oxidation due to lower background matrix interference. Both pre-oxidation and deep treatment reduced effluent concentrations of 2-MIB and GSM to below 10 ng·L−1, with oxidation kinetics fitting pseudo-first-order models (R²>0.95). PAC adsorption of both compounds followed pseudo-second-order kinetics (R²>0.99), with GSM equilibrium adsorption capacity approximately 20.0% higher than that of 2-MIB. In pure water, adsorption capacity increased by >10.0% compared to raw water. Based on kinetic models, a quantitative prediction method was established for O3-MNBs oxidation and PAC adsorption processes, aiming to achieve efficient odorant removal and cost optimization, providing theoretical support for advanced drinking water purification and smart water plant construction.

Examine Full Data & PDF
Research Citation2026
Pulsed Electric Field Enhancement of Nitrogen Removal Performance and Microbial Community Structure Response in Anammox Granular Sludge

Pulsed Electric Field Enhancement of Nitrogen Removal Performance and Microbial Community Structure Response in Anammox Granular Sludge

This study investigated the effects of a ring-shaped pulsed electric field (PEF) (1.5 V, 4 h on-time per cycle) on nitrogen removal performance and microbial community structure of anammox granular sludge (AnGS). Two anaerobic sequencing batch reactors (R1 control, R2 with PEF) were operated under stepwise increasing nitrogen loading rates (NLR). At NLR below 1,155 mg·(L·d)−1, R2 exhibited total nitrogen removal efficiency (TRE) 7.5%–17.0% higher than R1, with biomass, specific anammox activity (SAA), and extracellular polymeric substances (EPS) increased by 5%–7%, 21%–71%, and 54%–77%, respectively. However, at NLR above 1,320 mg·(L·d)−1, the toxic effect of nitrite dominated, and PEF enhancement diminished or even reversed to inhibition. Microbial community analysis revealed that at low-to-moderate NLR, PEF increased the relative abundance of Planctomycetes and key anammox bacteria (Candidatus Brocadia and Candidatus Jettenia), along with enhanced community richness (Chao1) and diversity (Shannon/Simpson indices). At high NLR, PEF decreased microbial richness compared to R1. Principal component analysis and redundancy analysis indicated that PEF was the key factor driving community differences at low-to-moderate NLR, whereas nitrite concentration became the dominant factor at high NLR. This study provides theoretical support for enhancing the resilience and engineering application of anammox processes.

Examine Full Data & PDF