The interdecadal variation of Pacific thermocline represented by depth anomalies of 25σθ isopycnal surface calculated from SODA data set is analyzed. The climatological depth of 25σθ isopycnal surface is quit...The interdecadal variation of Pacific thermocline represented by depth anomalies of 25σθ isopycnal surface calculated from SODA data set is analyzed. The climatological depth of 25σθ isopycnal surface is quite close to the depth of 20 ℃ isotherm in the tropical Pacific. The EOF1 mode of the 25σθ isopycnal surface accounts for 26. 4% of the total variance and its associated pattern is of east-west direction. The centers of positive and negative extremes are located near 10oS over the southern Pacific and the correlation coefficient with zero-lag between the corresponding EOF1 time coefficient and PDO index is -0.67. This shows that there is very close relation between the southern tropical Pacific and PDO. The wavelet analysis of detrended EOF1 time coefficient reveals that there are two dominant time scales of about 3～7 and 30 a respectively. An apparent abruptness of mean value occurred in the late 1970s. EOF2 mode accounts for 12.4% of the total variance and its pattern is an ENSO-related one. The correlation coefficient between the EOF2 time coefficient and NINO3 index is -0.68. The wavelet analysis of EOF2 time coefficient reveals that there are two leading time scales of about 2～7 and 10～15 a respectively. On an interdecadal scale, the zonal change is consistent along the equator and is seesaw along 10oS; there is consistent polarity in the tropics along 165oE, but reverse polarity between around equator and other tropical region along 120oW. In all the four profiles mentioned above, the regime shift occurred in the late 1970s. The evolving characteristics of anomalies can be explained mostly by the anomalies of ocean currents during a complete cycle on an interdecadal scale.展开更多
In the process of construction and operation, large volume concrete structures often generate large temperature stress, which in turn leads to cracks. Before the construction of concrete structures, in order to select...In the process of construction and operation, large volume concrete structures often generate large temperature stress, which in turn leads to cracks. Before the construction of concrete structures, in order to select timely and reasonable temperature control and crack prevention measures, this paper takes the upper lock head of the Datengxia Water Control Project as an example, and uses three-dimensional finite element method to simulate and recheck and calculate the temperature field and creep stress field according to the construction progress, latest material parameters and accurate boundary conditions. The analysis results show that the overall stress of the concrete at the upper gate head is not large after the temperature control measures formulated in this paper are adopted, which meets the requirements of concrete crack prevention, indicating that the temperature control measures formulated are appropriate.展开更多
基金This study was supported by the National Science Foundation of China under contract No.40136010the Chinese Academy of Sciences under contract No.ZKCX2-SW-210.
文摘The interdecadal variation of Pacific thermocline represented by depth anomalies of 25σθ isopycnal surface calculated from SODA data set is analyzed. The climatological depth of 25σθ isopycnal surface is quite close to the depth of 20 ℃ isotherm in the tropical Pacific. The EOF1 mode of the 25σθ isopycnal surface accounts for 26. 4% of the total variance and its associated pattern is of east-west direction. The centers of positive and negative extremes are located near 10oS over the southern Pacific and the correlation coefficient with zero-lag between the corresponding EOF1 time coefficient and PDO index is -0.67. This shows that there is very close relation between the southern tropical Pacific and PDO. The wavelet analysis of detrended EOF1 time coefficient reveals that there are two dominant time scales of about 3～7 and 30 a respectively. An apparent abruptness of mean value occurred in the late 1970s. EOF2 mode accounts for 12.4% of the total variance and its pattern is an ENSO-related one. The correlation coefficient between the EOF2 time coefficient and NINO3 index is -0.68. The wavelet analysis of EOF2 time coefficient reveals that there are two leading time scales of about 2～7 and 10～15 a respectively. On an interdecadal scale, the zonal change is consistent along the equator and is seesaw along 10oS; there is consistent polarity in the tropics along 165oE, but reverse polarity between around equator and other tropical region along 120oW. In all the four profiles mentioned above, the regime shift occurred in the late 1970s. The evolving characteristics of anomalies can be explained mostly by the anomalies of ocean currents during a complete cycle on an interdecadal scale.
文摘In the process of construction and operation, large volume concrete structures often generate large temperature stress, which in turn leads to cracks. Before the construction of concrete structures, in order to select timely and reasonable temperature control and crack prevention measures, this paper takes the upper lock head of the Datengxia Water Control Project as an example, and uses three-dimensional finite element method to simulate and recheck and calculate the temperature field and creep stress field according to the construction progress, latest material parameters and accurate boundary conditions. The analysis results show that the overall stress of the concrete at the upper gate head is not large after the temperature control measures formulated in this paper are adopted, which meets the requirements of concrete crack prevention, indicating that the temperature control measures formulated are appropriate.
