1. 中国电力工程顾问集团华东电力设计院有限公司
2. 安徽淮南平圩发电有限责任公司
3. 山东大学核科学与能源动力学院
4. 济南蓝辰能源技术有限公司
纸质出版:2026
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唐周, 余保忠, 赵元宾, 等. 2×1000 MW机组高位塔单机工况配水优化研究[J]. 热力发电, 2026,(8).
唐周, 余保忠, 赵元宾, et al. 2×1000 MW机组高位塔单机工况配水优化研究[J]. Thermal Power Generation, 2026, (8).
唐周, 余保忠, 赵元宾, 等. 2×1000 MW机组高位塔单机工况配水优化研究[J]. 热力发电, 2026,(8). DOI: 10.19666/j.rlfd.202507135.
唐周, 余保忠, 赵元宾, et al. 2×1000 MW机组高位塔单机工况配水优化研究[J]. Thermal Power Generation, 2026, (8). DOI: 10.19666/j.rlfd.202507135.
【目的】针对两机一塔型高位塔单机运行时塔内未配水区空气产生的回流、抢风问题。【方法】以某电厂2×1 000 MW机组高位塔为研究对象,建立定热负荷三维数值模型并进行验证,在无风、主导风向风速条件下,分析不同配水方案对塔内空气流场、热力参数及水温场的影响,得到了配水方案优化机制。【结果】研究表明:无风时未配水区域空气流速极低,气流偏转短路现象严重,侧风时在喉部生成大面积低速涡流,不同配水方案通过改善塔内空气动力场而影响有效通风量,进一步造成有效气水比和出塔水温度差异;无风条件下有效气水比与配水面积呈正相关,侧风条件下高位塔热力性能受到配水面积与配水位置的双重影响;在侧风风速2.7 m/s条件下,迎风侧半塔配水方案3的有效通风量、有效气水比较背风侧配水的方案2分别提高4 111 kg/s、0.16,高温区峰值温度降低1.98℃,出塔水温度较无风时降低0.63℃。【结论】通过优化配水位置、扩大配水面积以及优选迎风侧配水,可增大进塔风速,减小气流短路并提高有效通风量,显著改善高位塔抗风性能并降低出塔水温度。
[Objective] This paper aims to solve the problems of backflow and air flow competition caused by air in the non-water distribution area of the “dual-unit and single-tower” type high-position tower. [Methods] A threedimensional numerical model of constant heat load is established and verified by taking the high-position tower of a 2×1 000 MW unit in a power plant as the research object. Under the condition of no wind and dominant wind speed
the influence of different water distribution schemes on the air flow field
thermal parameters and water temperature field in the tower is analyzed
and the optimization mechanism of water distribution scheme is obtained. [Results] The results show that under the condition of no wind
the air velocity in the area without water distribution is very low
and the phenomenon of air flow deflection and short circuit is serious. A large area of low-speed vortex is generated in the throat under crosswind condition. Different water distribution schemes affect the effective ventilation volume by modifying the aerodynamic field in the tower
which further causes the difference of effective air-water ratio and outlet water temperature. Under the condition of no wind
the effective air-water ratio is positively correlated with the water distribution area. Under the condition of crosswind
the thermal performance of the highposition tower is affected by the water distribution area and the water distribution position. With the crosswind speed of 2.7 m/s
the effective ventilation rate and effective air-water ratio of Scheme 3 with water distribution on the windward side are 4 111 kg/s and 0.16 higher than those of Scheme 2 with water distribution on the leeward side
respectively. The peak value of the high temperature zone reduces by 1.98 ℃
and the outlet water temperature is 0.63 ℃ lower than that under no-wind conditions. [Conclusion] By optimizing the water distribution position
expanding the water distribution area and selecting water distribution on the windward side
the wind speed at the tower inlet can be increased
the short circuit of the air flow can be reduced and the effective ventilation volume can be increased
so as to improve the wind resistance of the high-position tower and reduce the outlet water temperature.
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