The design capacity of the check dam is 33.6脳 104 m, and the actual capacity is 36.7脳 104 m, with an absolute error of 3.1脳 104 m and relative error of 8.6%. The results prove the validity of the proposed calculation method; moreover, this study shows that the new method is ...
1.Design of the project including formation of the structure system, Calculation analysis of the 3D structure model and deformation review of structure under maximum earthquake action are introduced in this paper.文章系统介绍了工程的设计内容,包括结构体系的形成,整体计算分析,罕遇地震下结构变形验算等。
1. The method(including limit state check)is validated by the analysis of an offshore pipeline from CNOOC. 最后通过工程实例计算,完成了海底管道结构的在位强度分析及极限状态校核。2) limit condition 极限状态 1. 《Criterion of Concrete Gravity Dam Design》(DL 5108-1999) makes great and important...
It is interesting to note that the definition of Q 2 and DQ 2 relies on the calculation of the mean of the categorical vector y (Eq. 2), a statistic which is not permissible for categorical variables (Stevens 1946). This is a fundamental problem of using these statistics in the PLS-DA...
Observations on concrete dams by means of MMI are carried out not only to obtain information for assessing the state of the dams during its construction and operation but also to check the design assumptions in the behavior of the dam, to perfect calculation methods, and to accumulate and ...
Therefore, the ship locks are necessary parts of every dam that is built on a waterway. One of the most important waterworks in Slovakia is the Gabčíkovo Waterworks. The subject of the performed research described in this article is the ship lock installed in the Gabčíkovo Waterworks, ...
calculation of the discharge capacity of the perforated riser principal spillway under both normal and abnormal working conditions, and took the drainage process of a perforated riser principal spillway into account in the simulation of rainfall-runoff processes in a catchment with a check-dam system...
2.2. Experimental Design and Sampling The field test and sample collection were conducted in Nianyangou No. 3 Dam in August 2020. Due to flood scouring, the dam body of Nianyangou No. 3 dam has been damaged. There is a breach and erosion upstream. In order to facilitate the test and ...
The check dam is the most important engineering measure in place for controlling water and preventing soil loss in the gully on the Loess Plateau. This study assesses Jiuyuangou, a typical governance watershed of the Loess Plateau, and studies the influe