在介绍深圳供电局10kV配电网合环操作试验的线路、接线方法和步骤的基础上,计算出合环稳态电流和合环冲击电流,并与基于数据采集与监视控制(supervisory control and data acquisition,SCADA)系统的配电网合环操作风险评估系统的计算结...在介绍深圳供电局10kV配电网合环操作试验的线路、接线方法和步骤的基础上,计算出合环稳态电流和合环冲击电流,并与基于数据采集与监视控制(supervisory control and data acquisition,SCADA)系统的配电网合环操作风险评估系统的计算结果相对比,得出配电网合环操作风险评估系统的计算结果具有较高准确性的结论,最后探讨开展配电网合环操作时应注意的问题。展开更多
As a widely distributed geological and engineering material,the soil-rock mixture always undergoes frequentative and short-term freeze-thaw cycles in some regions.Its internal structure is destroyed seriously,but the ...As a widely distributed geological and engineering material,the soil-rock mixture always undergoes frequentative and short-term freeze-thaw cycles in some regions.Its internal structure is destroyed seriously,but the damage mechanism is not clear.Based on the damage factor,the damage research of properties of soil-rock mixture after different times of freeze-thaw cycles is investigated.Firstly,the size-distributed subgrade gravelly soil samples are prepared and undergo different times of freeze-thaw cycles periodically(0,3,6,10),and indoor large-scale triaxial tests are completed.Secondly,the degradation degree of elastic modulus is considered as a damage factor,and applied to macro damage analysis of soil-rock mixture.Finally,the mesoscopic simulation of the experiments is achieved by PFC3D,and the influence on strength between soil-rock particles caused by freeze-thaw cycles is analyzed.The results show that freeze-thaw cycles cause internal damage of samples by weakening the strength between mesoscopic soil-rock particles,and ultimately affect the macro properties.After freeze-thaw cycles,on the macro-scale,elastic modulus and shear strength of soil-rock mixture both decrease,and the decreasing degree is related to the times of cycles with the mathmatical quadratic form;on the meso-scale,freeze-thaw cycles mainly cause the degradation of the strength between soil-rock particles whose properties are different significantly.展开更多
文摘在介绍深圳供电局10kV配电网合环操作试验的线路、接线方法和步骤的基础上,计算出合环稳态电流和合环冲击电流,并与基于数据采集与监视控制(supervisory control and data acquisition,SCADA)系统的配电网合环操作风险评估系统的计算结果相对比,得出配电网合环操作风险评估系统的计算结果具有较高准确性的结论,最后探讨开展配电网合环操作时应注意的问题。
基金Project(50908234)supported by the National Natural Science Foundation of ChinaProject(2017G002-K)supported by the Key Subject of Science and Technology Research and Development Plan of China Railway General Corporation
文摘As a widely distributed geological and engineering material,the soil-rock mixture always undergoes frequentative and short-term freeze-thaw cycles in some regions.Its internal structure is destroyed seriously,but the damage mechanism is not clear.Based on the damage factor,the damage research of properties of soil-rock mixture after different times of freeze-thaw cycles is investigated.Firstly,the size-distributed subgrade gravelly soil samples are prepared and undergo different times of freeze-thaw cycles periodically(0,3,6,10),and indoor large-scale triaxial tests are completed.Secondly,the degradation degree of elastic modulus is considered as a damage factor,and applied to macro damage analysis of soil-rock mixture.Finally,the mesoscopic simulation of the experiments is achieved by PFC3D,and the influence on strength between soil-rock particles caused by freeze-thaw cycles is analyzed.The results show that freeze-thaw cycles cause internal damage of samples by weakening the strength between mesoscopic soil-rock particles,and ultimately affect the macro properties.After freeze-thaw cycles,on the macro-scale,elastic modulus and shear strength of soil-rock mixture both decrease,and the decreasing degree is related to the times of cycles with the mathmatical quadratic form;on the meso-scale,freeze-thaw cycles mainly cause the degradation of the strength between soil-rock particles whose properties are different significantly.
