Jung Eunok
Department of Mathematics, Konkuk University, 1 Hwayang-dong, Gwangjin-gu, Seoul, 143-701, Republic of Korea.
Bull Math Biol. 2007 Oct;69(7):2181-98. doi: 10.1007/s11538-007-9208-y. Epub 2007 Apr 25.
A new lumped model of flow driven by pumping without valves is presented, motivated by biomedical applications: the circulation of the human fetus before the development of the heart valves and mechanism of blood flow during the external cardiopulmonary resuscitation (CPR). The phenomenon of existence of a unidirectional net flow around a loop of tubing that consists of two different compliances is called valveless pumping. The lumped parameter model of valveless pumping in this paper is governed by the ordinary differential equations for pressure and flow, with time-dependent compliance, resistance, and inertia. This simple model can represent the essential features of valveless pumping we observed in earlier mathematical models and physical experiments of valveless pumping. We demonstrate that not only parameters of the driving function, such as frequency or amplitude, but also physical parameters, such as wall thickness and tube stiffness, are important in determining the direction and magnitude of a net flow. In this system, we report two new and interesting phenomena of valveless pumping: One is that the shifted peak frequency can be predicted by the pulsewave speed and the other is that time-dependent resistance is a crucial factor in generating valveless pumping. We also demonstrate that this lumped model can be extended to a one-dimensional flow model of valveless pumping and explain why a linear case, the case of the constant compliance, resistance, and inertia, generates almost zero net flow. This emphasizes that the nonlinearity of valveless pumping is also an important factor to generate a net flow in a closed loop model of valveless pumping.
受生物医学应用的启发,提出了一种无阀泵送驱动的流动新集总模型:心脏瓣膜发育之前人类胎儿的血液循环以及体外心肺复苏(CPR)期间的血流机制。在由两个不同顺应性组成的管道回路周围存在单向净流的现象称为无阀泵送。本文中无阀泵送的集总参数模型由压力和流量的常微分方程控制,具有随时间变化的顺应性、阻力和惯性。这个简单的模型可以表征我们在早期无阀泵送数学模型和物理实验中观察到的无阀泵送的基本特征。我们证明,不仅驱动函数的参数(如频率或幅度),而且物理参数(如壁厚和管道刚度)在确定净流的方向和大小方面都很重要。在这个系统中,我们报告了无阀泵送的两个新的有趣现象:一是可以通过脉搏波速度预测偏移的峰值频率,另一个是随时间变化的阻力是产生无阀泵送的关键因素。我们还证明,这个集总模型可以扩展到无阀泵送的一维流动模型,并解释为什么在常顺应性、阻力和惯性的线性情况下,净流几乎为零。这强调了无阀泵送的非线性也是在无阀泵送闭环模型中产生净流的一个重要因素。