This study determines the natural frequencies of the lock gate structure,considering the coupled effect of reservoir fluid on one side using the finite element method(FEM).The gate is assumed to be a uniformly thick p...This study determines the natural frequencies of the lock gate structure,considering the coupled effect of reservoir fluid on one side using the finite element method(FEM).The gate is assumed to be a uniformly thick plate,and its material is isotropic,homogeneous,and elastic.The reservoir fluid is assumed to be inviscid and incompressible in an irrotational flow field.The length of the reservoir domain is truncated using the far boundary condition by adopting the Fourier series expansion theory.Two different assumptions on the free surface,i.e.,undisturbed and linearized,are considered in the fluid domain analysis.The computer code is written based on the developed finite element formulations.The natural frequencies of the lock gate are computed when interacting with and without reservoir fluid.Several numerical problems are studied considering the effects of boundary conditions,aspect ratios,and varying dimensions of the gate and the fluid domain.The frequencies of gate reduce significantly due to the presence of fluid.The frequencies increase when the fluid extends to either side of the gate.The frequencies reduce when the depth of the fluid domain above the top edge of the gate increases.The frequencies drop considerably when the free surface condition is taken into account.The results of frequencies of lock gate structure may be useful to the designer if it is experienced in natural catastrophes.展开更多
SPAD阵列的规模不断扩大对读出电路(Read-out Integrated Circuit,ROIC)提出了更高的要求,时间数字转换器(Time to Digital Converter,TDC)是ROIC的核心电路,完成对光子飞行时间(Time-of-Flight,TOF)高精度量化。为避免大规模阵列中高...SPAD阵列的规模不断扩大对读出电路(Read-out Integrated Circuit,ROIC)提出了更高的要求,时间数字转换器(Time to Digital Converter,TDC)是ROIC的核心电路,完成对光子飞行时间(Time-of-Flight,TOF)高精度量化。为避免大规模阵列中高频时钟信号长距离走线而引起的串扰和噪声干扰,抑制初相误差引起的检测精度退化,设计了一种基于内置时钟的ROIC阵列电路,阵列像素间距均为100μm,内置于各像素内的门控环形振荡器(Gated Ring Oscillator,GRO)独立提供像素TDC所需的高频分相时钟信号,各像素GRO均由像素外置锁相环(Phase Locked Loop,PLL)产生的压控信号控制。由于采用一种基于事件驱动的检测策略,只量化光子事件有效触发的TOF,有效降低了系统功耗。该芯片采用TSMC 0.18μm 1.8 V标准CMOS工艺制造,测试结果表明:TDC的时间分辨率和量程分别为102 ps和100 ns,微分非线性DNL低于0.8 LSB,积分非线性INL低于1.3 LSB,系统功耗小于59.3 mW。展开更多
河道堤防上的穿堤涵闸是重要水工建筑物之一,具有泄水排涝、引水灌溉、挡水防洪等功能。汛期涵闸溃损导致的洪水非预期外泄将带来灾难性后果,严重影响保护区人民生命财产安全。本研究以2020年7月淮河姜唐湖行洪区戴家湖涵闸溃损险情为例...河道堤防上的穿堤涵闸是重要水工建筑物之一,具有泄水排涝、引水灌溉、挡水防洪等功能。汛期涵闸溃损导致的洪水非预期外泄将带来灾难性后果,严重影响保护区人民生命财产安全。本研究以2020年7月淮河姜唐湖行洪区戴家湖涵闸溃损险情为例,回溯了涵闸闸门断裂溃损过程及险情处置方案。对抛投堵漏材料进行了水下力学分析,经测算堵漏效果不佳的原因为,堤内外水头差过大导致堵漏石笼所受的水流冲力过大,无法稳定。通过堵漏稳定条件分析,得出戴家湖涵闸抢险的抛投堵漏临界稳定流速为2.76 m s,临界稳定水头差为3.01 m,矮粗型石笼具有更强的稳定性。本研究还对大型养水盆建造及涵闸闸门溃损抢险堵漏策略等进行了分析讨论。本文研究成果可为今后涵闸抢险方案的合理制定提供可借鉴的方法。展开更多
文摘This study determines the natural frequencies of the lock gate structure,considering the coupled effect of reservoir fluid on one side using the finite element method(FEM).The gate is assumed to be a uniformly thick plate,and its material is isotropic,homogeneous,and elastic.The reservoir fluid is assumed to be inviscid and incompressible in an irrotational flow field.The length of the reservoir domain is truncated using the far boundary condition by adopting the Fourier series expansion theory.Two different assumptions on the free surface,i.e.,undisturbed and linearized,are considered in the fluid domain analysis.The computer code is written based on the developed finite element formulations.The natural frequencies of the lock gate are computed when interacting with and without reservoir fluid.Several numerical problems are studied considering the effects of boundary conditions,aspect ratios,and varying dimensions of the gate and the fluid domain.The frequencies of gate reduce significantly due to the presence of fluid.The frequencies increase when the fluid extends to either side of the gate.The frequencies reduce when the depth of the fluid domain above the top edge of the gate increases.The frequencies drop considerably when the free surface condition is taken into account.The results of frequencies of lock gate structure may be useful to the designer if it is experienced in natural catastrophes.
文摘河道堤防上的穿堤涵闸是重要水工建筑物之一,具有泄水排涝、引水灌溉、挡水防洪等功能。汛期涵闸溃损导致的洪水非预期外泄将带来灾难性后果,严重影响保护区人民生命财产安全。本研究以2020年7月淮河姜唐湖行洪区戴家湖涵闸溃损险情为例,回溯了涵闸闸门断裂溃损过程及险情处置方案。对抛投堵漏材料进行了水下力学分析,经测算堵漏效果不佳的原因为,堤内外水头差过大导致堵漏石笼所受的水流冲力过大,无法稳定。通过堵漏稳定条件分析,得出戴家湖涵闸抢险的抛投堵漏临界稳定流速为2.76 m s,临界稳定水头差为3.01 m,矮粗型石笼具有更强的稳定性。本研究还对大型养水盆建造及涵闸闸门溃损抢险堵漏策略等进行了分析讨论。本文研究成果可为今后涵闸抢险方案的合理制定提供可借鉴的方法。
