某電站大壩安全監(jiān)測(cè)數(shù)據(jù)處理方法探究
[Abstract]:The internal and external deformation monitoring of dam safety is an important daily work to detect the safe operation condition of the dam and to discover the hidden trouble of the project in time. It is the most important task of the dam operation management. In order to ensure the safe operation of the dam, According to the Technical Specification for Safety Monitoring of concrete dams (DL/T5178-2003), the regulations on the Safety Management of Hydropower Dam Operation (order No. 3 of the State electricity Regulatory Commission), and the measures for the Management of Dam Safety Monitoring of Hydropower stations (Power Supervision Safety [2009] No. 4), etc. Hydraulic monitoring of the dam is required on a regular basis. On the basis of comparison and analysis of site inspection and periodic monitoring data, this paper makes a preliminary evaluation of the operation conditions of the whole dam, and puts forward suggestions and suggestions on the protection of monitoring facilities and the renewal and renovation of the monitoring facilities. In order to master the working state of the dams, power plants and locks in avionics engineering, verify the design parameters, and find out the abnormal situation in time, measures should be taken to ensure the safe operation of the dams, power plants and locks, so that the dam, power plant and lock can operate normally and safely. It should be monitored for deformation. Deformation monitoring includes monthly deformation point measurement and annual control network checking. Because the deformation point monitoring is based on the precise coordinates provided by the control network, it is very important to control the network checking. One of the important observation items of dam safety monitoring system is horizontal displacement observation. Combined with the observation process of 11 observation points on the dam top of a hydropower station and 18 observation points on the side wall of a ship lock, the principle, steps and error analysis of horizontal displacement in visual observation method and forward intersection method are introduced. Based on the historical data, the observation data of horizontal displacement are analyzed, the model and multivariate linear regression analysis are established, and the influence of temperature, water level and aging on horizontal displacement is discussed, and the horizontal displacement of dam top is also discussed. It is found that the influence of shiplock and reservoir water level temperature is obvious, and that the influence of aging horizontal displacement is not obvious, the second generation regression method partial least square regression is used to re-establish the statistical model, and a brief comparison is made with the multivariate linear regression analysis. It is found that the fitting effect of partial least square regression is better than that of multivariate linear regression. This paper mainly introduces two methods of regression analysis and partial least square method to analyze the measured data of the upper point of dam and lock of a certain power station. By comparing the results of the analysis, the fitting results obtained by the partial least square method are better. It is suggested that the least square method should be used in the analysis of the data processing in the future, and the result of fitting is more accurate than other methods.
【學(xué)位授予單位】:西北農(nóng)林科技大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2014
【分類號(hào)】:TV698.1
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