96 resultados para 770 Photography
Resumo:
Guangxi Longtan Hydropower Station is not only a representative project of West Developing and Power Transmission from West to East in China, but also the second Hydropower Station to Three Gorges Project which is under construction in China. There are 770 X 104m3 creeping rock mass on the left bank slope in upper reaches, in which laid 9 water inlet tunnels and some underground plant buildings. Since the 435m high excavated slope threatens the security of the Dam, its deformation and stability is of great importance to the power station.Based on the Autodesk Map2004, Longtan Hydropower Station Monitoring Information System on Left Bank has been basically finished on the whole. Integrating the hydropower station monitoring information into Geographic Information System(GIS) environment, managers and engineers can dynamically gain the deformation information of the slop by query the symbols. By this means, designers can improve the correctness of analysis, and make a strategic and proper decision. Since the system is beneficial to effectively manage the monitoring-data, equitably save the cost of design and safe construction, and decrease the workload of the engineers, it is a successful application to the combination of hydropower station monitoring information management and computer information system technology.At the same time, on the basis of the geological analysis and rock mass toppling deformation and failure mechanism analysis of Longtan engineering left bank slope, the synthetic space-time analysis and influence factors analysis on the surface monitoring data and deep rock mass monitoring data of A-zone on left bank slope are carried on. It shows that the main intrinsic factor that effects the deformation of Zone A is the argillite limestone interbedding toppling structure, and its main external factors are rain and slope excavation. What's more, Degree of Reinforcement Demand(DRD) has been used to evaluate the slop reinforce effect of Zone A on left bank according to the Engineering Geomechanics-mate-Synthetics(EGMS). The result shows that the slop has been effective reinforced, and it is more stable after reinforce.At last, on the basis of contrasting with several forecast models, a synthetic forecast GRAV model has been presented and used to forecast the deformation of zone A on left bank in generating electricity period. The result indicates that GRAV model has good forecast precision, strong stability, and practical valuable reliability.
Resumo:
001molL^-1 CaCl20005molL^-1 1DTPA3ZnCdZnCdCaCl2DTPAZnCA063%391lO941013ZnCdZnCACaCl2DTPAZnCdZnCdCaCl2ZnCdDTPA
Resumo:
^40Ar^39Ar76843Ma058Ma77000Ma544MaRodinaRodinia-
Resumo:
CO2CO2 CO213CCO2-5.67-3.35-4.76-4.32CO2CH413C-54.39-35.00-54.39-51.55 CO23He/4He2.804.4910-63.554.4910-640Ar/36Ar3171791770179113CCO23He/4HeCO2/3Hem0.76910.21091.863.51109CO2/3HemCO2CH4/3He1.015.65108CH4/3He3He/4HeCO2CO2CH4CO2CO2CO2 -3.303.1412.6416.97
Resumo:
PbSrNdCOSHe-Ar-1EM-IIA20fogfo2FMQ2FMQAnCu233.01.5Ma32-34Ma3NdsrIsr0.722390 Ndt-2.8Pb206Pb204Pb18.590207Pb204Pb=15.606208Pb204Pb38.770CO13C-5061110HeAr3HeHe1 80-194 Ra3He3 6Ar1 19 * 10-3-393103He-Ar4oAr*/He034-075c02co2COZ480
Resumo:
1GC-CVAFS231GCCVAFSTenaxGC-CVAFS88.2-108.45445mL0.009ng/L2659ng/L16.9ng/L84523-57785.1g/yr40.2-23273.7g/yr14.0+284.7g/yr4.46622.0g/yr80.149.0ng/L16.0ng/L7.9ng/L8.2ng/L12.5ng/L9.4ng/L0.74ng/L0.97ng/L089ng/L0.74ng/L1.12ng/L0.38ng/Lr=0.451*n=24r=0.471*n275254.744.3ng/g171.023.0ng/g5cm6r=0.770**n75r0.675**,n757i89
