含海上风储联合发电系统的韧性调度策略

为应对台风诱发的海上风电机组高风停机(high wind-speed shutdown, HWSS)事件,提出了一种含风储联合发电系统的多时间尺度协调调度方法。首先,基于历史和即时信息进行台风全生命周期模拟,得到强度时变的台风轨迹集合;基于台风轨迹和风电出力曲线,进一步计算该台风轨迹集合下风电场的可用出力,并纳入所提出的模糊集合中。其次,考虑风电出力波动对各类型备用需求的影响,提出了多类型备用需求的次小时级调度框架,以避免机组小时阶跃变化造成调度方法不可行的风险。然后,在此基础上,通过确定性转化形成可求解的混合整数线性规划问题。最后,在增加了2个海上风电场的IEEE-RTS系统上进行了仿真实验。实验结果表明,所提出的调度策略能够在台风极端天气下,充分利用风储联合发电系统的灵活性,通过预调度提升系统韧性。

Stress-strain behavior of plastic concrete using monotonic triaxial compression tests

The mechanical behavior of plastic concrete used in the cut-off walls of earth dams has been studied. Triaxial compression tests on the specimens in various ages and mix designs under different confining pressures have been done and the stress-strain behavior of such materials and their strength parameter changes have been experimentally investigated. It has been observed that increasing the confining pressures applied on the specimens causes the material behavior to be alike the more ductile materials and the compressive strength increases considerably as well. Moreover, a parametric study has been carded out to investigate the influence of essential parameters on the shear strength parameters of these materials. According to the research, increasing the coarse to fine aggregates ratio leads to the increase of compressive strength of the specimens as well as the increase of the cohesion and internal friction angle of the materials. Furthermore, the bentonite content decrease and the cement factor increase result in an increase of the cohesion parameter of plastic concretes and decrease of the internal friction angle of such materials.