Page 36 - 2025年第56卷第8期
P. 36

(11):1412-1422.
               [ 21] 孙博闻,宗庆志,杨晰消,等 .  基于 GPU 和数据同化的深水湖库水温与溶解氧中短期预报[J]  中国水利水
                                                                                                 .
                      电科学研究院学报(中英文),2023,21(1):95-103.
                                                       .
               [ 22] 袁琼 .  二滩拱坝实测库水温度分析研究[J]  水电站设计,2006,22(2):27-33.
                                                                         .
               [ 23] 章若茵,吴保生 .  水库异重流的三维数值模拟及影响因素分析[J]  水利学报,2020,51(6):715-726.
               [ 24] 刘 杏 红 , 韩 云 童 , 常 晓 , 等 .  考 虑 淤 沙 影 响 的 高 拱 坝 水 库 水 温 数 值 分 析[J]  水 利 学 报 , 2010, 41(3):
                                                                                     .
                      348-355.
                                                                           .
               [ 25] 张国新,金峰,衫浦靖人 .  重力坝实测结果的重回归与相关分析[J]  水利水电技术,2001,32(6):12-15.
                                                                        .
               [ 26] 杜林霞,牛兰花,黄童 .  三峡水库水温变化特性及影响分析[J]  水利水电快报,2017,38(6):58-63.
               [ 27] 张国新,陈培培,周秋景 .  特高拱坝真实温度荷载及对大坝工作性态的影响[J]  水利学报,2014,45(2):
                                                                                      .
                      127-134.
               [ 28]   《三峡水利枢纽混凝土工程温度控制研究》 编委会 .  三峡水利枢纽混凝土工程温度控制研究[M]  北京:中
                                                                                                  .
                      国水利水电出版社,2011.
                                                                .
               [ 29] 郑守仁 .  三峡大坝混凝土设计及温控防裂技术突破[J]  水利水电科技进展,2009,29(5):46-53.


                     Analysis of measured reservoir water temperature and dam temperature field in the
                                                    Three Gorges Dam

                                1,2              3,4              1,2            3               3


                       GENG Jun ,ZHANG Guoxin ,ZHANG Hailong ,CHENG Heng ,JIANG Chenfang




                   (1. Hubei Key Laboratory of Operation Safety of High Dam and Large Reservoir,Yichang  443100,China;2. River Basin Complex



                      Administration Center of China Three Gorges Corporation,Yichang  443134,China;3. China Institute of Water Resources

                               and Hydropower Research,Beijing  100038,China;4. State Key Laboratory of Water Cycle




                                              and Water Security,Beijing  100038,China)


                Abstract:Temperature is an important monitoring item for concrete dams,as it is directly related to the operational
                behavior and safety of the dams. Based on the measured temperature data from the upstream surface and interior of
                typical sections of the Three Gorges Dam,this study analyzes the temporal and spatial evolution laws of the water tem‐

                perature in the Three Gorges Reservoir and the dam temperature. It reveals the unique distribution characteristics of
                the water temperature in front of the dam and the temperature of the dam body in this multi - sand and deep reservoir.
                The research findings are as follows:(1)The annual average water temperature in front of the flood - discharge and


                powerhouse sections of the Three Gorges Dam remains basically isothermal along the depth direction. The bottom tem‐
                perature of the reservoir is stable at 18.4°C,and the average water temperature slightly varies between  19.1°C and


                19.4 ℃ from the sediment elevation to the reservoir surface. (2)The temperature in the sediment is close to a con‐

                stant temperature. The water temperature above the sediment elevation changes with seasons,being high in summer
                and low in winter. The monthly water temperature distributions along the water depth are nearly the same,and no

                obvious water stratification phenomenon is observed. (3)Analysis shows that the distribution characteristics of the


                water temperature in front of the dam are related to the ratio of reservoir capacity to runoff in the Three Gorges,the
                sediment concentration of the monthly incoming water,and the layout and operation mode of the flood - discharge and



                water-diversion structures. (4)Regarding the temperature field of the dam body,the spatial distributions of key tem‐
                perature indicators such as the maximum and minimum temperatures,steady and quasi-steady temperature fields,

                foundation temperature difference,and maximum temperature difference are mainly studied. Since the average water

                temperature of the upstream reservoir is close to the average annual air temperature plus radiant heat and is similar to
                the temperature of the downstream dam surface,the steady temperature field of the dam body is close to an isothermal


                state,with a temperature range of 18.5°C to 21°C. The temperature in the middle and lower parts of the upstream side
                of the dam body is higher than the 15°C predicted in the design. (5)The highest temperature inside the dam body



                occurs at the peak moment after pouring,and the lowest temperature is the joint grouting temperature. (6)The tem‐
                — 1000   —
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