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采用误差迭代补偿的高精度相位解缠方法

最小二乘相位解缠算法是一种全局算法,快速稳定简单易实现,但该算法未绕过相位不连续区易造成误差的全局扩散,导致结果存在较大误差.针对最小二乘相位解缠算法的缺陷,提出一种高精度相位解缠方法.该方法在基于快速傅里叶变换的最小二乘解缠算法基础上,采用误差迭代补偿技术,补偿解缠误差.仿真和实测相位数据的实验结果表明,该方法可有效提高解缠精度,且在仿真实验的定量分析中得出,在强相位噪声条件下,该方法的解缠精度比最小二乘算法提高一个数量级.     

现今绝对板块运动

根据热点假设,热点对于中间层是固定的.相对热点的板块运动叫做绝对板块运动.绝对板块运动模型可以通过反演火山链传播的速率和走向数据以确定相对板块运动在角速度空间的原点来得到.利用一组近来(0～7.8 Ma)全球分布的热点的迁移速率和走向数据,结合板块运动模型NNR-NUVEL1A,已研制出一个叫做APM2的现今绝对板块运动模型.按照该模型,太平洋板块围绕60.063°S、102.210°E处的极以(0.833 0°±0.013 3°)/Ma的速率运动,非洲板块围绕46.849°N、44.372°W的极以(0.101 5°±0.013 4°)/Ma的速率运动,南极板块的运动则以46.871°N、146.942°E为极,速率为(0.084 6°±0.017 7°)/Ma,欧亚板块的运动更慢,极为27.291°N、171.925°W,速率为(0.065 5°±0.020 6°)/Ma.这一模型表明,岩石圈相对深部地幔有一个以49.423°S、90.625°E为极,速率为(0.198 3°±0.013 5°)/Ma的净旋转.表明太平洋热点同印度-大西洋热点不一致,显示太平洋热点的运动也不一致.为了分析和比较,还给出了仅用全球分布的热点的走向数据和仅用印度-大西洋热点的走向数据得到的板块绝对运动的角速度.     

基于密度的线数据分组算法研究

目前,地理空间数据面临着由于数据量膨胀和计算量高速增长而引起算法效率低的问题,采用"分而治之"的数据分组策略提高运算效率已成为研究的热点。面向分布不均匀的线数据,本文提出了基于密度的线数据分组算法(简称LGAD)。首先,算法通过查找高密度区提取样本线段,保证了分组算法的起点落到高密区;其次,考虑线空间拓扑关系的复杂性,引用水平、垂直和夹角距离度量线段间距离,创建样本线段与其他线段的距离矩阵;最后,以距离矩阵和最优选择方法实现数据负载均衡分组。实验结果显示,对数据分组和分组后数据进行线段聚类的2个过程中,该算法体现了较好的时间优势,与串行计算相比,在分组数为2-12 时,平均比率达4.3,提高了应用的响应速度,具有较好的实际意义。     

A catastrophic natural disaster chain of typhoon–rainstorm–landslide–barrier lake–flooding in Zhejiang Province,China

On August 10, 2019, due to the effect of a rainstorm caused by Super Typhoon Lekima, a landslide occurred in Shanzao Village, China. It blocked the Shanzao stream, forming a barrier lake, and then the barrier lake burst. This is a rare natural disaster chain of typhoon–rainstorm–landslide–barrier lake–flooding. This study was built on field surveys, satellite image interpretation, the digital elevation model(DEM), engineering geological analysis and empirical regression. The purpose was to reveal the characteristics and causes of the landslide, the features and formation process of the barrier lake and the dam break flooding discharge. The results show that the volume of the landslide deposit is approximately 2.4 × 105 m3. The burst mode of the landslide dam is overtopping, which took only 22 minutes from the formation of the landslide dam to its overtopping. The dam-break peak flow was 1353 m3/s, and the average velocity was 2.8-3.0 m/s. This study shows that the strongly weathered rock and soil slope has low strength and high permeability under the condition of heavy rainfall, which reminds us the high risk of landslides and the importance of accurate early warning of landslides under heavy rainfalls in densely populated areas of Southeast China, as well as the severity of the disaster chain of typhoon–rainstorm–landslide–barrier lake–flooding.     

光及补料条件对室内管道光反应器中三角褐指藻生长和岩藻黄素积累的影响

【目的】制备富含岩藻黄素的三角褐指藻(Phaeodactylum tricornutum)生物质。【方法】采用470 L室内管道光生物反应器系统,研究自养培养下光源、调光策略、补料培养操作条件对于细胞生长、生物量浓度和岩藻黄素积累的影响。【结果】在采用LED灯、梯度提升照度及重复补料半连续培养模式下,三角褐指藻细胞密度、生物量和岩藻黄素产率最高分别可达3.16×10⁷mL^-1、1.64 g/L和1.90 mg/(L·d),分别是日光灯为光源条件下的2.77倍、3.09倍和2.38倍(P<0.01)。【结论】在管道光生物反应器中获得的自养培养条件,可强化三角褐指藻生物量和岩藻黄素积累,为三角褐指藻积累岩藻黄素的室内可控规模化技术开发提供指导。     

近20年东莞市城市扩张的时空特征分析

深入分析建设用地演变过程,掌握城市扩张不同阶段的时空特征,对科学推进国土空间规划编制实施具有重要意义.基于多时相卫星遥感影像来解译东莞市建设用地,使用重心空间轨迹模型及空间扩张象限分析法,实现对东莞市近20年来城市扩张的时空特征分析.结果表明:2000—2020年,东莞市建设用地面积增加显著,城市扩张明显,部分区域的建...     

禁食暂养对卵形鲳鲹有水保活生理响应的影响

【目的】探究禁食暂养对卵形鲳鲹有水保活生理响应的影响,为卵形鲳鲹的保活运输奠定基础。【方法】通过测定暂养过程中水体的总氨氮和pH值、卵形鲳鲹血液生理生化指标、肌肉氧化应激指标等的变化,分析确定卵形鲳鲹有水保活的禁食暂养条件。【结果与结论】禁食暂养过程中,随着暂养时间的延长,水体总氨氮含量与pH值显著上升,但在禁食暂养时间为6 h时,其总氨氮质量浓度为3.22 mg/L和pH值为7.80;禁食暂养6 h可以降低或减少卵形鲳鲹的应激,使血液中乳酸脱氢酶(LDH)和谷草转氨酶(AST)活性以及皮质醇(Cortisol)、血糖(GLU)、尿素氮(BUN)和总胆固醇(T-CHO)含量处于较低水平,分别为2785.53 U/L、19.04 U/L、158.72 ng/mL、2.98 mmol/L、4.35 mmol/L和4.96 mmol/L;同时减轻了应激带来的肌肉组织氧化损失,使过氧化氢酶(CAT)活性和丙二醛(MDA)含量维持在较低水平,分别为6.34 U/L和5.86 mmol/L;卵形鲳鲹适宜的暂养条件为在鱼水比m鱼∶m水=1∶20和(25±1)℃的洁净海水中暂养6 h。     

Effect of Penetration Rates on the Piezocone Penetration Test in the Yellow River Delta Silt

Partial drainage often occurs during piezocone penetration testing on Yellow River Delta silt because of its intermediate physical and mechanical properties between those of sand and clay.Yet,there is no accurate understanding for the range of penetra-tion rates to trigger the partial drainage of silt soils.In order to fully investigate cone penetration rate effects under partial drainage condi-tions,indoor 1 g penetration model tests and numerical simulations of cavity expansion at variable penetration rates were carried out on the Yellow River Delta silt.The boundary effect of the model tests and the variation of key parameters at the different cavity ex-pansion rates were analyzed.The 1 g penetration model test results and numerical simulations results consistently indicated that the penetration rate to trigger the partially drainage of typical silt varied at least three orders of magnitude.The numerical simulations also provide the reference values for the penetration resistance corresponding to zero dilation and zero viscosity at any given normalized penetration rate for silt in Yellow River Delta.These geotechnical properties can be used for the design of offshore platforms in Yel-low River Delta,and the understanding of cone penetration rate effects under the partially drained conditions would provide some technical support for geohazard evaluation of offshore platforms.     

基于最小二乘配置法的优化GM（1,1）预测模型及其应用

针对灰色GM(1,1)预测模型预测结果精度低、模型缺乏稳定性的问题,基于最小二乘配置理论的GM（1,1)预测优化模型,首先通过使得生成序列新预测值的误差在最小二乘意义下最小,选取GM(1,1)模型的最优初值,利用指数函数法构造新的背景值;然后将优化的GM(1,1)模型和最小二乘配置理论有机结合,进一步对优化的GM(1,1)模型进行改进,构建优化的灰色最小二乘配置预测模型;最后通过对建筑物的沉降数据进行定量分析与预报,与其他模型进行对比分析。