| 小湾拱坝蓄水期坝踵应力应变性态分析及预测 |
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| 引用本文： | 何侃,徐磊,杜谢贵,梅一韬.小湾拱坝蓄水期坝踵应力应变性态分析及预测[J].水电能源科学,2012,30(11):53-56. |
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| 作者姓名： | 何侃 徐磊 杜谢贵 梅一韬 |
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| 作者单位： | 河海大学 水文水资源与水利工程科学国家重点实验室， 江苏 南京 210098； 2. 河海大学 水资源高效利用与工程安全国家工程研究中心， 江苏 南京 210098； 3. 河海大学 水利水电学院， 江苏 南京 210098;河海大学 水文水资源与水利工程科学国家重点实验室， 江苏 南京 210098； 2. 河海大学 水资源高效利用与工程安全国家工程研究中心， 江苏 南京 210098； 3. 河海大学 水利水电学院， 江苏 南京 210098;中交四航局 第一工程有限公司， 广东 广州 510500;河海大学 水文水资源与水利工程科学国家重点实验室， 江苏 南京 210098； 2. 河海大学 水资源高效利用与工程安全国家工程研究中心， 江苏 南京 210098； 3. 河海大学 水利水电学院， 江苏 南京 210098 |
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| 摘 要： | 为了解小湾拱坝蓄水期坝踵应力应变的工作性态及变化趋势，采用变形法对小湾拱坝各处应变计组进行了应力计算，由此获得拱坝的工作性态正常，满足安全要求。采用多元回归方法对河床#22坝段监测资料建立预测分析模型，并对资料序列最后五天的应力值进行预测，从预测结果可知所建立的模型预测精度较高。当水库蓄水至1 240 m时，预测的坝踵垂直向正应力在混凝土标号允许抗拉和抗压强度范围内，符合设计要求，从而表明大坝应力应变工作性态正常。
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| 关 键 词： | 小湾拱坝 蓄水期 坝踵 应力 应变 预测 |
Stress Strain Behavior Analysis and Prediction of Xiaowan Dam Heel in Storage Period |
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| HE Kan,XU Lei,DU Xiegui and MEI Yitao.Stress Strain Behavior Analysis and Prediction of Xiaowan Dam Heel in Storage Period[J].International Journal Hydroelectric Energy,2012,30(11):53-56. |
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| Authors: | HE Kan XU Lei DU Xiegui and MEI Yitao |
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| Affiliation: | State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China; 2. National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210098, China; 3.College of Water Conservancy and Hydropower, Hohai University, Nanjing 210098, China;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China; 2. National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210098, China; 3.College of Water Conservancy and Hydropower, Hohai University, Nanjing 210098, China;The First Engineering Company of CCCC Fourth Harbor Engineering Company Limited, Guangzhou 510500, China;State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China; 2. National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210098, China; 3.College of Water Conservancy and Hydropower, Hohai University, Nanjing 210098, China |
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| Abstract: | In order to obtain the stress and strain behavior and variation trend of Xiaowan dam heel, deformation method is used to calculate stress with strain meter set. So, the results shows that the working behavior of the arch dam is normal and it meets the safety requirements. And then multiple regression method is adopted to establish the prediction analysis model of dam section No.22. According to the model, the stress value of final five days of the data series is predicted. The results demonstrate that the model has high prediction precision. When the water level reaches 1 240 meter, the predicted stress is within the allowed concrete tensile and compressive strength and meets the design requirements. Thus, it shows that the stress and strain operating condition of the dam is normal. |
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