The Analysis of the Concrete Gravity Dam's Foundation Uplift Pressure under the Function of Typhoon. (4th April 2016)

• Record Type: Journal Article
• Authors: Zhu, Kai; Gu, Chongshi; Qiu, Jianchun; Li, Hao
• Other Names: Simon Dan Academic Editor.
• Is Part Of: Mathematical problems in engineering. Volume 2016(2016)
• Publication Date: 2016-04-04
• Subjects: Engineering mathematics -- Periodicals; 510.2462
• DOI: 10.1155/2016/2834192
• Languages: English
• ISSNs: 1024-123X

Abstract

Abstract : How to evaluate the seepage safety status of the concrete gravity dam under the function of short-period heavy rainfall and the possible historical extreme reservoir water level during typhoon is an important issue considering the dam safety-monitoring. Based on analysis of the monitoring series of the foundation uplift pressure, this paper assumed the influential process of antecedent reservoir water level and rainfall as a process of normal distribution and introduced the mutation factor to reflect the uprush feature of uplift pressure under the function of high-influential typhoon. Moreover, the corresponding hysteresis days and influential days of the model are optimized with quantum genetic algorithm (QGA) to raise the fitting and prediction accuracy. It is verified that the new statistical model for fitting can obtain higher multiple correlation coefficient (0.972) compared with the traditional statistical model (0.925) and could also perfectly predict the uprush feature of the pressure during the typhoon, which is of certain theoretical and practical application value in the future.