Related Experiment Video
Updated: Nov 27, 2025

04:58
A Rapid Method for Modeling a Variable Cycle Engine
Published on: August 13, 2019
7.8K
Quantification and Analysis of the Irreversible Flow Loss in a Linear Compressor Cascade
Zhiyuan Li1,2, Juan Du1,2, Xavier Ottavy3
1Department of Physics, University of Chinese Academy of Sciences, Beijing 100049, China.
Entropy (Basel, Switzerland)
|December 3, 2020
Summary
This study introduces new models to analyze irreversible flow losses in linear compressor cascades. Secondary flow losses significantly increase with incidence angle due to corner stall, impacting compressor efficiency.
Area of Science:
- Fluid Dynamics
- Aerodynamics
- Turbomachinery
Background:
- Understanding irreversible flow loss mechanisms is crucial for improving compressor efficiency.
- Existing models may not fully capture complex flow phenomena in linear cascades.
Purpose of the Study:
- To propose and validate local and integral loss models for irreversible flow loss analysis in a linear compressor cascade.
- To investigate the impact of incidence angle on flow loss distribution and mechanisms.
Main Methods:
- High-fidelity simulations using the Shear Stress Transport Detached Eddy Simulation (SSTDES) model.
- Analysis of flow losses at incidence angles of 2°, 4°, and 7°.
- Application of local and integral loss models to quantify irreversible losses.
Main Results:
- Local loss coefficient contours correlate with three-dimensional flow structures.
- Integral loss model predictions align with total pressure loss coefficients.
- Boundary layer shear losses remain consistent, while secondary flow losses increase significantly with incidence angle (26.1% to 64.3%) due to corner stall.
Conclusions:
- The proposed integral loss model effectively evaluates irreversible losses across different flow regions and conditions.
- Corner stall significantly contributes to the rise in secondary flow losses with increasing incidence angle.
- The L iso-surface method elucidates the variation of secondary flow loss with incidence angle.
Related Concept Videos
Major Losses in Pipes
1.7K
When a fluid flows through a pipe, it experiences energy losses due to frictional resistance along the pipe walls, known as major losses. These energy losses result in a pressure drop, which varies based on the flow conditions — whether laminar or turbulent — and the specific physical properties of the fluid and pipe.
Fluid flow can be classified as laminar or turbulent, primarily based on the Reynolds number. This dimensionless number reflects the relative influence of inertial to viscous...
Fluid flow can be classified as laminar or turbulent, primarily based on the Reynolds number. This dimensionless number reflects the relative influence of inertial to viscous...
1.7K
Minor Losses in Pipes
1.7K
In pipe systems, minor losses refer to energy losses arising from components such as valves, bends, fittings, expansions, and other features that disrupt the steady flow of fluid. These disturbances cause energy dissipation through turbulence and resistance, which engineers quantify to manage system efficiency effectively.
Valves play a significant role in generating minor losses by obstructing or redirecting the fluid flow. When a valve is closed or partially closed, it restricts the flow...
Valves play a significant role in generating minor losses by obstructing or redirecting the fluid flow. When a valve is closed or partially closed, it restricts the flow...
1.7K
Dimensional Analysis
509
Dimensional analysis is a valuable technique in fluid mechanics for simplifying complex problems by reducing them into dimensionless groups. These groups capture the essential relationships between the variables involved, allowing researchers and engineers to analyze fluid flow without dealing with each variable individually. This approach reduces the number of independent variables, allowing for easier analysis and better understanding of physical phenomena.
In fluid mechanics, dimensional...
In fluid mechanics, dimensional...
509
Design Example: Designing a Residential Plumbing System
934
The design of residential plumbing systems requires carefully evaluating water demand, flow rates, and pressure dynamics to ensure both efficiency and reliability. The nature of water flow within pipes is defined by its Reynolds number, which classifies flow as either laminar (smooth) or turbulent.
934
Design Example: Creating a Hydraulic Model of a Dam Spillway
509
Scaled hydraulic models of dam spillways provide a practical way to replicate and study the intricate flow dynamics of these structures. Often built to a 1:15 ratio, these models allow for observing critical water behavior, such as velocity distribution, flow patterns, and energy dissipation.
509
Continuity Equation
3.0K
The continuity equation asserts that the mass flow rate must remain constant for a steady flow of an incompressible fluid within a confined system. This principle applies to systems where fluid passes through varying cross-sectional areas, such as nozzles, syringes, and pipes.
The mass flow rate is expressed as:
The mass flow rate is expressed as:
3.0K

