吴素杰, 宗全利, 郑铁刚, 刘贞姬, 黄酒林. 高寒区引水渠道抽水融冰水温变化过程模拟[J]. 农业工程学报, 2016, 32(14): 89-96. DOI: 10.11975/j.issn.1002-6819.2016.14.013
    引用本文: 吴素杰, 宗全利, 郑铁刚, 刘贞姬, 黄酒林. 高寒区引水渠道抽水融冰水温变化过程模拟[J]. 农业工程学报, 2016, 32(14): 89-96. DOI: 10.11975/j.issn.1002-6819.2016.14.013
    Wu Sujie, Zong Quanli, Zheng Tiegang, Liu Zhenji, Huang Jiulin. Simulation on water temperature change process of diversion channel for pumping well water to melt ice at high altitude and cold regions[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2016, 32(14): 89-96. DOI: 10.11975/j.issn.1002-6819.2016.14.013
    Citation: Wu Sujie, Zong Quanli, Zheng Tiegang, Liu Zhenji, Huang Jiulin. Simulation on water temperature change process of diversion channel for pumping well water to melt ice at high altitude and cold regions[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2016, 32(14): 89-96. DOI: 10.11975/j.issn.1002-6819.2016.14.013

    高寒区引水渠道抽水融冰水温变化过程模拟

    Simulation on water temperature change process of diversion channel for pumping well water to melt ice at high altitude and cold regions

    • 摘要: 抽水融冰技术能解决中国西北等高寒地区引水式水电站引水渠冰害。该文以新疆红山嘴电站引水渠道为研究对象,对引水渠道抽水融冰水温变化过程进行数值模拟。通过对模拟结果与原型观测结果对比研究,验证数值模型的可靠性。最后分别模拟分析井水流量、渠道流量、井水温度、渠道水温、流量和温度同时变化时,引水渠道水温沿程变化规律。结果表明:1)井水流量和井水温度变化与混合后水温成正比,井水流量越大,水温越高,渠道增温效果越明显;2)渠道流量变化与混合后水温成反比,渠道流量越大,井水的增温效果越不明显;3)渠道水温与混合后水温成正比,渠道水温越低,混合后水温也越低;4)渠道引水温度降低为原来0.25倍,同时井水流量增大至原来4倍,混合后水温比降低渠水温度时高0.14~1.43 ℃,在实际工程中,增加井水流量是抽水融冰最有效的方法。研究为寒区引水渠道冰害的防治提供科学依据。

       

      Abstract: Abstract: In the northwest alpine regions, pumping well water to melt ice (PWWMI) is an effective method to solve the ice problem for diversion power station in winter. In this study, the diversion channel of Hongshanzui Water Power Station in Manas River of Xinjiang was selected as the study area (86°03′15″E and 44°05′01″N) and a field survey was conducted in February 2013 to analyze the change process of water temperature. The prototype observation results yielded a series of indicators, including the temperature and discharge of well water, and the temperatures of channel water before and after well. Based on the diversion channel of Hongshanzui Water Power Station, a three-dimensional turbulence numerical model was proposed to simulate the change process of water temperature of diversion channel for PWWMI. The discharge and temperature of 5# well water was taken as the initial boundary, different values of water temperature distance from 5# well were predicted. The change process of water temperature obtained from prototype observation experiment was compared with the simulation results, and the results indicate that the simulation results were in a good agreement with the experimental results, which can ensure the reliability of the simulation results. Thus, the changes of water temperature were simulated under different discharge and temperature conditions, including different discharges of well and channel water, different temperatures of well and channel water, and the changes of temperature and discharge simultaneously. The results showed that the changes of discharge and temperature of well water, and temperature of channel water were proportional to mixed water temperature, and the temperatures of mixed water increased with the increases of discharge of well water and temperatures of well and channel water, respectively. When the discharges of well water were increased by 1.2 and 1.4 times, decreased by 0.6 and 0.8 times compared with the original value of 0.16 m3/s, the temperatures of mixed water increased by 14% and 27%, and decreased by 27% and 14%, respectively. At the same time, when the temperatures of well water were increased by 1.0 and 2.0 ℃ compared with the original value of 10.00 ℃, the temperatures of mixed water increased by 9% and 18%, respectively. When the temperatures of well water were decreased by 2.0 and 1.0 ℃ compared with the original value of 10.00 ℃, the temperatures of mixed water was decreased by 18% and 9%, respectively. The variation of mixed water temperature with channel water temperature decrease by 0.1 ℃ was the same to that with channel water temperature increase by 0.1 ℃. However, the simulated results also showed that the discharge of channel was inversely proportional to mixed water temperature. The temperature of mixed water was decreased with the increase of discharge of channel water. When the discharges of channel water were decreased by 0.5 and 0.75 times, increased by 1.5 and 2.0 times compared with the original value of 10.00 m3/s, the temperatures of mixed water are increased by 67% and 22%, decreased by 29% and 33%, respectively. If the temperature of channel water was decreased to 0.25 times and the discharge of well water was increased to 4 times compared with the original values of 0.18 ℃ and 0.16 m3/s, the temperature of mixed water was increased from 0.14 to 1.43 ℃, which indicates that increasing the discharge of well water is the most effective ice-melting method. This study could provide valuable information for preventing ice hazards of diversion channel in the cold regions.

       

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