%0 Dataset
%T Original dataset of safety control index system for emptying of Goupitan arch dam
%J National Cryosphere Desert Data Center
%I National Cryosphere Desert Data Center(www.ncdc.ac.cn)
%U http://www.ncdc.ac.cn/portal/metadata/89b27f1a-2cf1-4f3b-b4c4-b6412285ed78
%W NCDC
%A Zheng Xueyu
%A Ren Hengxuan
%K Finite element analysis;arch dam;anti sliding stability safety factor calculation and analysis
%X This dataset contains the results of venting calculations, including the anti sliding stability safety factors of dam shoulders calculated at different venting depths and rates under normal operating conditions and abnormal conditions (extreme climate change and dam shoulder cracking), as well as the total stress along the river, in the axial and vertical directions of the dam shoulder, the sliding force and anti sliding force of the dam foundation surface.  This dataset adopts the finite element calculation method to conduct numerical calculations on the arch dam of Goupitan Hydropower Station. In this calculation work, the basis for finite element modeling is the actual design dimensions.  The dataset is an xlsx file that can be viewed or edited through EXCEL.  In this dataset, there are three files: "GPT-ZC.xlsx", "GPT-YC1. xlsx", and "GPT-YC2. xlsx". "GZ-ZC. xlsx" is the calculation result of normal operation, including: emptying time (d), emptying rate (m/d), reservoir water level (m), total stress along the river (Pa), total axial stress of the dam (Pa), total vertical stress (Pa), tangential force (kN), normal force (kN), f 'and c' (Mpa) values of the lateral and bottom sliding surfaces, anti sliding force (KN), and sliding force (Mpa). KN), dam foundation area A (m ²), anti sliding stability safety factor K; "GPT-YC1. xlsx" is the calculation result of abnormal operation of curtain failure, including: emptying time (d), emptying rate (m/d), reservoir water level (m), total stress along the river (Pa), total stress along the dam axis (Pa), total stress in the vertical direction (Pa) Tangential force (kN), normal force (kN), f ', c' (Mpa) values of lateral and bottom sliding surfaces, anti-skid force (KN), sliding force (KN), dam foundation area A (m ²), anti-skid stability safety factor K; "GPT-YC2. xlsx" is the calculation result of abnormal operation conditions of dam foundation cracking, including emptying time (d), emptying rate (m/d), reservoir water lev