对长距离抽水作业灭火剂供应计算方法的批判性分析

В.Н. Нелюбов
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The article gives examples of discrepancy between the performed calculations and real examples of laying pump-hose lines. Such comparison is made on the example of using the complex of equipment «Geyser 10000» when laying a hose-pipe line with the length of 10 km and using PANRC when supplying water at a distance of more than 1 km. Analysis of the results of such comparison showed that calculated values of the length of pump-hose lines are considerably less than the real result of assembling such a line. It is established that the main reason for such discrepancy is outdated data on the value of hydraulic resistance of fire hoses. Reference literature provides values of hydraulic resistance for fire hoses made of materials and technologies of the 50s–70s. Modern fire hoses are made of polymeric materials. For these, hydraulic resistance data are not available for some hose diameters. 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引用次数: 0

摘要

При тушении сложных и масштабных пожаров, как правило, возникает необходимость подачи огнетушащих веществ (ОТВ) на большие расстояния.Наиболее экономичным и рациональным способом развертывания магистральных насосно-рукавных линий является способ подачи вперекачку.在此基础上,我们还将继续努力,以确保在全球范围内,在所有国家、地区和国际层面上,都能提供更多的信息,以帮助我们的国家、地区和国际社会更好地了解我们的国家。Проведен анализ влияния значений гидравлического сопротивления рукавов, указанных в справочниках, на длину рукавных линий.Показано, что при расчетах они дают заниженные значения расстояний, на которые подаются ОТВ.在扑灭复杂、旷日持久的火灾时,应注意以下几点。在扑灭复杂、持久的火灾时,需要使用大量车辆,而且经常会出现缺水的情况。水源来自距离火场很远的水源。在这种情况下,有三种供水方式:送水、消防车水泵抽水、使用中间水箱(水罐车、各种水箱)抽水。前两种方案由于使用大量车辆,成本较高。第三种方案有许多优点:减少了灭火中稀缺的水罐车的使用,简化了抽水过程的管理。但是,在铺设从水源到火灾现场的主压力消防水带之前,有必要对该线路进行计算。其中包括确定必要的消防技术设备的类型和数量,评估地形对消防水带铺设条件的影响等。在进行此类计算时,要使用消防经理手册中的比率。文章举例说明了计算结果与实际铺设水泵水管之间的差异。例如,在铺设长度为 10 千米的软管线路时使用 "Geyser 10000 "综合设备,在供水距离超过 1 千米时使用 PANRC。对这种比较结果的分析表明,水泵-软管线路长度的计算值大大小于组装这种线路的实际结果。造成这种差异的主要原因是有关消防软管液压阻力值的数据已经过时。参考文献提供了 50-70 年代材料和技术制成的消防软管的液压阻力值。现代消防软管由聚合材料制成。对于这些材料,某些直径的消防水带没有液压阻力数据。建议修订消防软管液压阻力的参考数据。
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CRITICAL ANALYSIS OF METHODS FOR CALCULATING EXTINGUISHING AGENTS SUPPLY TO LONG-DISTANCE PUMPING OPERATIONS
При тушении сложных и масштабных пожаров, как правило, возникает необходимость подачи огнетушащих веществ (ОТВ) на большие расстояния. Наиболее экономичным и рациональным способом развертывания магистральных насосно-рукавных линий является способ подачи вперекачку. При расчетах пользуются формулами справочников руководителя тушения пожаров. Проведен анализ влияния значений гидравлического сопротивления рукавов, указанных в справочниках, на длину рукавных линий. Показано, что при расчетах они дают заниженные значения расстояний, на которые подаются ОТВ. Предложено выполнить исследования по определению величин гидравлического сопротивления для современных типов пожарных рукавов. When extinguishing complex, protracted fires there is used a large number of vehicles and, very often, there is a shortage of water. Water is supplied from water sources located at a great distance from the fire site. In this case, there are used three schemes of water delivery: by delivery, pumping from pump to pump of fire trucks, pumping with the use of intermediate tanks (tanker trucks, various kinds of tanks). The first two schemes are costly due to the use of a large number of vehicles. The third scheme has a number of advantages: it reduces the use of tank trucks, which are scarce in fire extinguishing, and simplifies the management of the pumping process. But, before laying the main pressure fire hoses from the water source to the fire site, it is necessary to perform the calculation of this line. It includes determination of the type and quantity of necessary fire-technical equipment, assessment of the impact of the terrain on the conditions of fire hoses laying, etc. When making such calculations, the ratios from the fire manager’s handbooks are used. The article gives examples of discrepancy between the performed calculations and real examples of laying pump-hose lines. Such comparison is made on the example of using the complex of equipment «Geyser 10000» when laying a hose-pipe line with the length of 10 km and using PANRC when supplying water at a distance of more than 1 km. Analysis of the results of such comparison showed that calculated values of the length of pump-hose lines are considerably less than the real result of assembling such a line. It is established that the main reason for such discrepancy is outdated data on the value of hydraulic resistance of fire hoses. Reference literature provides values of hydraulic resistance for fire hoses made of materials and technologies of the 50s–70s. Modern fire hoses are made of polymeric materials. For these, hydraulic resistance data are not available for some hose diameters. It is recommended to revise the reference data on hydraulic resistance of fire hoses.
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