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锅炉毕设文献翻译
锅炉毕设文献翻译

自然循环热水锅炉水动力回路分析法

摘要:水动力计算都依据《热水锅炉水动力计算方法》,不足的是这种方法不能准确确定每根单管的工质流量,且不能准确确定工作点。为了避免其不确定性,研究得出了一种数值水动力计算方法即水动力回路分析法,简称回路分析法。该方法考虑了各种因素对锅炉本体每根管内工质流量的影响,在其热负荷、结构参数和工质流动阻力系数给定的条件下,可以准确计算出每根单管内的工质流量。在相同的参数条件下,分别用标准法和回路分析法对某单一循环回路的水动力特性进行计算,计算结果验证了水动力回路分析法的正确性。然后分别用标准法和回路分析法对一台自然循环热水锅炉的水动力特性进行计算,结果表明水动力回路分析法更准确并可接受。

关键词:热水锅炉;水动力;回路分析法

引言:

由于自然循环热水锅炉的大容量和对于断电保护、给水质量以及运行水平的低要求,它已经在中国广泛应用[1]。然而,在上升管和下降管中工质的密度差过小可能会导致自然循环有效压力较低,如果结构不合理,将会产生爆管。因此,在自然循环热水锅炉设计中,如何确定流动工质的安全速度和避免爆管导致受热面过冷沸腾是非常重要的。

在中国早期,有很多研究者致力于关于自然循环热水锅炉水动力计算的研究,一些人提出了对于几个简单循环回路和某些复杂循环回路的水动力计算方法,但是大多数方法只适用于简单回路。西安交通大学的朱教授提出了一种应用计算机流体力学分析的方法,他将流动工质的特点和使用一种两端参考作为主动解决方法的直流循环原则做了比较。这种方法的优势在于解决过程的方便性,但是对于复杂循环的解决过程非常复杂[2]。自从上世纪七十年代,对于管流分布热力学模型的研究显著增多[3-8]。

目前,水动力计算方法使用“热水锅炉水动力计算法”[9](以下简称一般方法),它提供了保证循环安全的一般方法。该方法采用图解的方式确定介质的工作点,这是非常准确和高效的。在解决整个问题时用到一些假设。

本文的目的是提供一种新的水动力数值计算方法,简称水动力回路分析法,即回路分析法。本文的研究内容主要包括基本模型、基本原理、基本

方程及其可行性。它使用分流的解决方法,这种方法更全面、准确和高效。1模型研究

1.1基本模型

水动力计算的关键问题是获得在额定负荷下管中流动工质的特点[12-13]。

其中P1和P2分别是1-1和1-2处各自的压强,ρ是管中工质的平均密度,g是重力加速度,h是管子的高度,w是管内工质的流动速度,f是该管的的截面面积系数。当工质从1-1处流向1-2处是,等式右边第二项的加号必须变为减号。

由于等式右边第二项的符号随流动工质的流动方向变化而改变,这是很难确定的。此外,压力是速度的平方,所以这是一个非线性方程组。

为了克服上述的困难,这里介绍新的参数:

然后等式一与等式二变为:

其中E、U、G、R分别表示工质的动力、压力、流动率和流动阻力。

这两个方程类似于直流电路中电流的计算公式,单一管中有压力和阻力,单管等效图如图2所示。在等式7中。G是一个矢量,当工质从底部流向顶部时,G是正的,否则为负。

1.2回路分析法的基本原则

在回路分析法中,回路中的工质流量和分支中的工质流量被视为

未知量,方程根据工质压力的代数和为零的原则导出,即在循环回路中ΣU=0 和在循环中每个节点中流入的流量和等于流出的流量之和,即ΣG=0。

为了确保方程组有解,一个独立的回路必须被选为循环路径,并且工质在回路中的流动方向必须被确定。顺着循环的方向,如果压力降低则为正,否则为负。

方程组通过计算机用迭代法求解[14-15]。如果工质流量的计算结果是正的,则公职的流动方向与规定方向相同,反之则不同。工质的流量和流动方向可以根据回路中工质的流量和流动方向确定。

以一个单回路循环为例,只包括一个上升管和一个下降管的单回路循环示意图如图3所示。

2结果与分析

2.1 计算实例

一个单回路的水动力特性采用一般方法和回路分析法进行分析,并且这两种方法采用相同的参数。这个简单循环的结构如图3所示,结构参数列于表1,计算结果列于表2。

表1 结构参数

回路参数上升管下降管

总长/m 7 6

总高/m 5 5

热功率/kw 1000 1000

总阻力系数 2 1.5 管子直径/(mm*mm) 159*6 133*4 进口温度94 94

表2计算结果

方法质量流量(Kg/h)相对误差一般分析法25043 0.0559

回路分析法25057 ——

结果表明,在相同的参数下,因为相对误差很小,两种计算方法几乎是相同的。因此。回路分析法是正确的。

2.2 计算实践

在这一部分,用回路分析法和一般方法对一个具有自然循环的参数为

SHL7-1.0/115/70-AII的热水锅炉的水动力特性进行计算和分析,其结构参数、阻力系数、每个受热面的热负荷系数和计算结果都提供了参考[16]。图4到图6分别显示的是工质在每个回路每个管中的流量曲线图,图7显示的是在对流回路中管中每个部分的流量曲线图。

表3分别列出了一般方法和回路分析法的计算结果。图4到图7表明用回路分析法计算回路流量比较准确,并且过冷沸腾可以被直接检查出来,而一般分析法只能计算出管中工质的平均流量。

表3两种方法计算结果数据比较

方法前水冷壁

回路流量后水冷壁

回路流量

侧水冷壁

回路流量

对流循环

流量

流通率下降管进

口温度

一般法21600 23800 24100 196000 2.16 94.50

回路分析

21601 23850 24392 187916 2.10 93.66

相对误差0.0046 0.21 1.2 4.12 2.78 0.89 表3反映了水动力循环分析法和一般分析法的计算结果和计算出来的相对误差,循环回路的工质流量相对误差小于百分之五,流通率很小,并且下降管的进口温度非常低。

相对误差虽然小但是仍然存在,这有几个导致这个问题的原因。首先,在一般分析法中,循环回路中的每个管子被视为相同的,这意味着每个管子是在相同的情形下而在回路分析法中每个管子在他们各自的工质状态下。另一个原因是在回路分析法中,摩擦对流量的影响是分段考虑和计算的。此外。一般分析法中,必须用图解的方法来确定工作点,与回路分析法相比这更加不准确。

3总结

研究了一个单回路的水动力特性和发现了回路分析法的基本模型。用

回路分析法和一般分析法计算和研究了自然循环热水锅炉的书动力特性,得到以下结论。

基本模型与直流电路中分流方法的模型相似,但是这个模型的关键点之一是方程组是非线性的。

两种方法的计算结果是相同的,表明了循环分析的正确性。但是循环分析法考虑了影响每个管子流入总量和每个管子准确流量的因素。此外,这种方法避免了用图解的方法来识别工质的工作点,因此它比一般分析法更准确一些。

回路分析法必须应用计算机来提高效率,因为手算求解方程组太复杂了。

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