Lei Zhiliang,Bao Zewei.Heat transfer characteristics of n-decane during pyrolysis in a rectangular tube[J].Advanced Engineering Sciences,2025,57(4):342‒349.[雷志良,鲍泽威.矩形管内正癸烷的裂解传热特性[J].工程科学与技术,2025,57(4):342‒349.]
LEI Zhiliang,BAO Zewei.Heat Transfer Characteristics of n-Decane During Pyrolysis in a Rectangular Tube[J].Advanced Engineering Sciences,
Lei Zhiliang,Bao Zewei.Heat transfer characteristics of n-decane during pyrolysis in a rectangular tube[J].Advanced Engineering Sciences,2025,57(4):342‒349.[雷志良,鲍泽威.矩形管内正癸烷的裂解传热特性[J].工程科学与技术,2025,57(4):342‒349.]DOI: 10.12454/j.jsuese.202300644.
LEI Zhiliang,BAO Zewei.Heat Transfer Characteristics of n-Decane During Pyrolysis in a Rectangular Tube[J].Advanced Engineering Sciences,DOI: 10.12454/j.jsuese.202300644.
Heat Transfer Characteristics of n-Decane During Pyrolysis in a Rectangular Tube
Parameter Sensitivity Analysis and Algorithm Improvement of Optimization Scheduling Model for Cascade Pumping Stations
Characteristics and Evolution Laws of Groundwater Seepage Induced by Tunnel Construction Using Mining Method
Study on Creep Behavior and Constitutive Model of Carbonaceous Mudstone Under Hydro-mechanical Coupling
Influence of Ethanol-guided Hydrothermal Method on the Morphology of the Synthetic ZSM-5 Product From Non-ferrous Metal Tailings
Cascaded Hydro‒PV Complementary Dispatching and Its Impact Analysis Considering Both Water and Power Demands
Related Author
Zewei Bao
Zhiliang Lei
TIAN Yu
GUO Weiwei
ZHANG Leike
ZHAI Yu
WANG Xueni
LI Zhenrong
Related Institution
Civil Aircraft Fire Science and Safety Engineering Key Lab.of Sichuan Province, College of Civil Aviation Safety Eng., Civil Aviation Flight Univ., Guanghan , China
College of Chemical Eng., Sichuan Univ.
State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin,China Institute of Water Resources and Hydropower Research
College of Water Resources Science and Engineering,Taiyuan University of Technology
Objective Accurate assessment of groundwater seepage characteristics and evolution induced by tunnel construction is crucial for ensuring safe construction. However, the complexity of the composite lining waterproof and drainage system in tunnels poses significant challenges for simulation, leading to difficulties and inefficiencies in numerical calculations. This study employs the equivalent lining method to simplify the composite lining structure. It converts the complex structure into an equivalent lining with comparable water permeability, allowing for the investigation of groundwater seepage characteristics and evolution during tunnel construction