负载-速度斜率是所有竞争游泳运动中活动拖动的指标
Tomohiro Gonjo, Maria Vitazka1, Ingeborg Ljødal2
1Swedish School of Sport and Health Sciences, Stockholm, SWEDEN.
Medicine and science in sports and exercise
|September 16, 2024
概括
负载-速度分析方法有效地表明游泳者的活跃阻力. 绝对负载-速度斜率强烈预测活动阻力,而相对斜率有助于评估阻力系数.
科学领域:
- 运动科学 运动科学 运动科学
- 生物力学 生物力学
- 游泳表现表现 游泳表现表现
背景情况:
- 活动阻力显著影响游泳表现和生理负载.
- 准确评估活力阻力至关重要,但对从业者来说具有挑战性.
- 本研究探讨了负载-速度分析方法作为积极阻力评估的潜在工具.
研究的目的:
- 确定负载-速度分析方法是否可以作为竞技游泳运动员活动阻力指标.
- 探索不同游泳节奏和性别的负载速度斜率和活跃拖动之间的关系.
主要方法:
- 419名游泳者在四次竞争性冲动中在不同外部负荷下完成了半绑定游泳试验.
- 使用线性回归分析来确定外部负载,相对负载和游泳速度之间的关系.
- 活动阻力和阻力系数是使用速度扰动方法计算的.
主要成果:
- 活动阻力和绝对和相对负载速度倾斜之间在所有冲击和性别之间发现了显著的相关性.
- 阻力系数被确定为这些关系的主要决定因素.
- 身高和BMI对绝对斜率关系的影响很小,对于相对斜率关系来说,它们大多是无关紧要或微不足道的.
结论:
- 绝对负载速度斜率是游泳活动阻力的一个强有力的指标.
- 相对负载速度斜率对于间接评估阻力系数是有价值的.
- 负载速度分析为评估游泳阻力提供了一种实用方法.
相关概念视频
Drag Force and Terminal Speed
2.3K
An interesting force in everyday life is the force of drag on an object when it is moving in a fluid. Like friction, the drag force always opposes the motion of an object. Unlike simple friction, the drag force is proportional to some function of the velocity of the object in that fluid. This functionality is complicated and depends upon the shape of the object, its size, its velocity, and the fluid it is in. For most large objects, such as cyclists, cars, and baseballs, that are not moving too...
2.3K
Drag
47
Drag is a resistive force opposing an object’s motion through a fluid, resulting from surface pressure and shear forces. It comprises two components: a perpendicular one from pressure and a tangential one from shear stress. Accurate drag calculations use pressure and wall shear stress distributions, often determined through Computational Fluid Dynamics (CFD) or wind tunnel testing. The drag coefficient, a dimensionless measure, depends on factors like shape, Reynolds number, Mach number,...
47
Design Example: Designing Water Slide
124
When designing a water slide, controlling the speed of water flow is crucial for rider safety while maintaining an exciting experience. As water flows down the slide, gravity causes it to accelerate, with its speed at the bottom depending on the height from which it starts. The higher the slide, the more potential energy the water has at the top, which is converted into kinetic energy as it descends, increasing its speed.
Bernoulli's principle determines the water's velocity along the...
Bernoulli's principle determines the water's velocity along the...
124
Uniform Depth Channel Flow
63
Uniform depth channel flow keeps fluid depth consistent along channels such as irrigation canals. In natural channels, such as rivers, approximate uniform flow is often assumed. This condition occurs when the channel’s bottom slope matches the energy slope, balancing potential energy lost from gravity with head loss due to shear stress. This balance prevents depth changes along the channel length, resulting in a steady, uniform flow.Uniform flow in open channels with a constant cross-section...
63
Energy Considerations in Open Channel Flow
83
Open channel flow, where a fluid flows with a free surface exposed to the atmosphere, is primarily governed by gravitational and surface effects, distinguishing it from closed conduit or pipe flow. In open channels such as rivers, canals, and artificial channels, energy analysis provides valuable insights into flow behavior and the relationship between depth, velocity, and slope.Specific Energy and Flow DepthIn open channel flow, the specific energy, E, combines the gravitational potential...
83
Velocity and Acceleration in Steady and Unsteady Flow
94
In fluid mechanics, velocity and acceleration are key concepts for analyzing particle motion in both steady and unsteady flow. Consider a fluid particle moving along a pathline, where its velocity depends on its position and time. The particle's acceleration is obtained by differentiating the velocity with respect to time.
The acceleration can be generalized to any point in the flow, and expressed as components along three perpendicular directions, representing changes in velocity over...
The acceleration can be generalized to any point in the flow, and expressed as components along three perpendicular directions, representing changes in velocity over...
94


