COMPARISON OF OPTIONS FOR THE HEAT DISTRIBUTION NETWORK OF THE RESIDENTIAL NEIGHBORHOOD

O. Aleksakhin, S. Yena, O. Hordiienko, V. Novikov, D. Tsemokh
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Abstract

The comparison of heat losses by pipelines of an extensive residential neighborhood heating system for two options of the distribution network was carried out for a residential neighborhood in Kharkov. The proposed configuration of the heating network differs from the existing ("basic") one in using of the law of heating medium flow rate variation along the heat pipe length. This law takes into account increased flow rate of heating water through branches at the initial sections of the pipeline. The actual flow rate distribution is approximated by a step function. The difference in the laws of flow rate variation is taken into account by the exponent value. The calculation of heat losses was carried out for underground pipelining in non-accessible tunnels. The temperature of heat line water is taken to be the corresponding to the design outdoor air temperature for heating according to the temperature schedule of the heating network. Specific heat losses by pipelines in heat network sections are considered to be at the standard level for non-accessible tunnels. The soil temperature at the depth of the heat pipe axis is taken equal to 5°C. Heat losses by the structural elements of the heat network are taken into account by a factor of 1.15. The variation of the flow rate and temperature of network water in rated pipeline sections is considered in the analysis.  The water flow rate at the sections was found based on the design thermal loads of connected buildings. It is shown that when choosing the configuration of the distribution network of the heating system of a group of buildings, preference should be given to the option with a lower value of the exponent in the equation for heating medium flow rate variation along the length of the main line of the network. For extensive heating networks, this can be achieved by connecting as many buildings as possible to the heating network sections close to a heat supply station. An increase in the network water flow rate through the branches at the initial sections of the pipeline ensures a decrease in heat losses by the network pipelines. For the considered part of a residential neighborhood, the decrease in heat loss at the design outdoor air temperature for heating is 5.5 %.
住宅小区配热网络方案比较
在哈尔科夫的一个居民区,对两种配电网方案下一个广泛的居民区供热系统的管道热损失进行了比较。所提出的热网配置不同于现有的(“基本”)配置,它利用了加热介质流量沿热管长度变化的规律。这一规律考虑到了加热水在管道初始段通过分支时增加的流速。实际流量分布用阶跃函数近似。指数值考虑了流量变化规律的差异。对不可通达隧道中的地下管线进行了热损失计算。根据供热网络的温度表,取供热管线水的温度为供热设计室外空气温度的对应值。对于不可通达的隧道,热网段管道的比热损失被认为处于标准水平。取热管轴深处土壤温度为5℃。热网结构元件的热损失按1.15的系数考虑在内。在分析中考虑了管网水在额定管段的流量和温度的变化。根据连接建筑的设计热负荷,确定了各断面的水流速率。结果表明,在选择一组建筑供热系统配网的配置时,应优先考虑供热介质流量沿网络主线长度变化方程中指数值较低的选项。对于广泛的供热网络,这可以通过将尽可能多的建筑物连接到靠近供热站的供热网络部分来实现。在管道初始段通过分支的网络水流速率的增加保证了网络管道热损失的减少。对于考虑的住宅小区的一部分,在设计室外采暖空气温度下的热损失减少为5.5%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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