巢湖水-气界面N2O通量排放特征及影响因素

湖泊是温室气体氧化亚氮(N₂O)的潜在排放源,但由于自然环境以及人类活动的差异,其N₂O排放规律也存在特殊性和地域性。为探究巢湖N₂O排放通量的时空特征,利用静态暗箱-气相色谱法于2018年3月至2019年12月对巢湖不同区域(东、中、西)N₂O的排放进行观测。结果表明,巢湖水体N₂O年均排放通量为(25.14±55.01)μg/(m²·h),表现为N₂O的“源”,且具有较为明显的时空分布规律。在时间分布上,季节变化趋势呈现“M”形模式,7月出现最小值且表现为N₂O的“汇”((-12.97±16.32)μg/(m²·h)),在6月和8月为峰值,全年最大值出现在8月((68.25±78.05)μg/(m²·h)),极值均出现在夏季。在空间分布上,东、中、西3个湖区N₂O排放通量差异显著(P=0.03),N₂O排放通量最大值((4...     

三峡水库香溪河鱼类群落结构特征及历史变化

由于自然和人为因素的影响,三峡水库鱼类资源一直在发生变化,为掌握三峡水库蓄水后典型支流香溪河鱼类群落的现状及历史变化,于2020年7月—2021年4月使用多网目复合刺网和地笼对香溪河鱼类群落进行实地采样,并结合历史数据进行比较分析。研究期间共采集到鱼类55种,隶属于7目14科,鲤科鱼类种类数最多,以杂食性鱼类和湖泊定居性鱼类为主,优势种为贝氏?(Hemiculter bleekeri)、短颌鲚(Coilia bratchygnahus)、似鳊(Pseudobrama simoni)和翘嘴鲌(Culter alburnus),其相对重要性指数(IRI)分别为5502、3828、2567和1109。鱼类物种多样性指数在春季最高,夏季最低。刺网单位捕捞努力量渔获个体数和单位捕捞努力量渔获量在夏季最高,冬季最低。与三峡水库蓄水前相比,香溪河鱼类中长江上游特有鱼类减少4种,外来鱼类增加3种。湖泊定居性种类持续增加,喜流水性种类减少,鱼类优势种发生较大变动。2020—2021年香溪河鱼类组成与1987年的相似性指数为0.29,与2012—2013年的相似性指数为0.53,反映三峡水库蓄水前后香溪河...     

禁渔初期鄱阳湖流域柘林水库鱼类资源时空分布格局及影响因子

为了解长江十年禁渔初期鄱阳湖流域柘林水库鱼类资源时空分布格局及其影响因子,于2020年9月(秋季)、12月(冬季)和2021年4月(春季)、7月(夏季),采用渔获物抽样和水声学探测相结合的方法对柘林水库鱼类群落和资源密度的时空动态进行调查,并利用广义可加模型(generalized additive model, GAM)识别了影响鱼类资源变化的关键因子。调查期间共采集鱼类5目12科36属54种,鲤形目鱼类占比最高为70.38%,鳙(Hypophthalmichthys nobilis)、(Hemiculter leucisculus)和黄尾鲴(Xenocypris davidi)为优势种。水声学探测结果表明,鱼类密度(ind./1000 m³)具有明显的时空异质性,春、夏季(10.42±17.57和16.34±11.89)显著高于秋、冬季(2.74±3.33和2.02±5.07),中游(3.18±4.76)则显著低于上、下游(11.20±15.66和5.37±9.33)。GAM模型对鱼类密度的总偏差解释率为84.6%,其中经纬度、季节、叶绿素a浓度和溶解氧对鱼类密度的影响效应显著,水深和总氮的影响不显著。鱼类主要分布在29.12°~29.30°N,115.05°~115.15°E区域,显著影响鱼类分布的溶解氧和叶绿素a浓度范围分别为9~12 mg/L和5~15 μg/L。柘林水库鱼类呈现小型化趋势,为维护生态系统稳定性和鱼类多样性,后续需加强对鱼类群落结构和时空分布格局影响的机制方面的相关研究。     

用改进的经验格林函数方法模拟唐山地震动

建筑物的抗震设防需要尽可能地掌握未来大地震强震动记录信息,但大地震强震动记录的匮乏阻碍了抗震设防实践的发展。经验格林函数方法作为模拟地震动的主要方法,可以提供可靠的大地震强震动记录,但也存在着许多问题,如缺乏对大地震断层滑动分布不均匀的描述、用经验确定小震数目、模拟方法受到大小地震相似条件的限制等。文中对上述经验格林函数方法存在的问题进行了研究,改进的经验格林函数方法,有效地解决了上述问题。并用其对唐山大地震进行了模拟,并把模拟的地震动时程和反应谱与实际记录相比较,发现用改进方法模拟的地震动加速度反应谱比用未改进方法模拟结果更接近实际的地震动记录加速度反应谱。由此说明改进的经验格林函数可更准确的模拟地震动。     

2017年3月27日漾濞5.1级地震前后气枪震源观测走时数据的变化

以2017年3月27日漾濞5.1级地震为例,根据区域特性和信噪比要求,选取数据较为完整的6个台站记录的2017年1月1日～6月6日期间的宾川地震信号发射台气枪震源波形资料,采用互相关检测技术提取6个台站各自稳定震相的走时数据,并对漾濞5.1级地震前后走时数据的变化情况进行分析。结果表明,漾濞5.1级地震前后6个台站各自稳定震相存在较为明显的走时变化,且短期内走时变化具有较好的同步性,相关台站异常幅度大小和异常出现时间存在细小差异。地震发生前,6个台站走时低值异常过程明显,以YUL台最为显著。地震发生前后走时变化形态特征为双“V”型,漾濞5.1级地震发生在第1个“V”型末端。地震发生后,不同方位相关台站受地震的影响程度不同,走时波动大小存在差异。     

A Simplified Solution Using Izbash's Equation for Non-Darcian Flow in a Constant Rate Pumping Test

This paper derives an equivalent of Darcian Theis solution for non-Darcian flow induced by constant rate pumping of a well in a confined aquifer. The derivation, which is valid at later times only, is original. It utilizes Izbash's equation. This introduces an additional parameter to Darcian condition, namely, empirical exponent. The solution is a non-Drcian equivalent of Jacob straight line method for analyzing pumping tests at late times. It can be used to determine aquifer parameters: storativity, analogous hydraulic conductivity, and empirical exponent. However, while the Jacob method requires a minimum of only one pumping test with one observation well, the additional parameter in the present solution means that a minimum of two observation wells in one test or two pumping tests at different rates with one observation well are required. The derived solution is applied to a case study at Plomeur in Brittany, France, and is shown to provide a practical and efficient method for analyzing pumping tests where non-Darcian groundwater flow occurs.     

Analytical solution of seismic response of base-isolated structure with supplemental inerter

Closed-form solutions are derived for the modal characteristics and seismic response of a base-isolated structure equipped with additional inerters. By simplifying the structure-isolator-inerter system in terms of the two-degree-of-freedom (2DOF) model, the modal frequencies, mode shapes, damping ratios, and participation factors of the system are derived. Consequently, analytical seismic response solutions are formulated by the modal superposition method. Utilizing these analytical solutions, an extensive parametric study has been carried out to investigate the effect of supplement inerters on both the modal characteristics and seismic response of the structure-isolator-inerter system. There is a critical inertance leading to the zero second modal participation factor (ie, the disappearance of the second modal response). The associated critical inertance ratio is derived in closed form as well. Moreover, it is observed that the reduction of deformation of isolators by increasing the inertance may be offset by the increase in relative displacements of the superstructure. To circumvent this adverse effect, an optimal range of inertance is identified whereby both the deformation of isolators and the relative displacement of the superstructure are mitigated concurrently.     

冀鲁豫交界区岩石圈磁场异常分布与磁化率结构分析

利用重磁反演软件,对2017年8月冀鲁豫交界区流动地磁总强度数据进行处理并解析延拓,研究该区岩石圈磁场及其深部、浅表磁场异常分布特征与地下介质磁化率结构的性质。结果表明:冀鲁豫交界区岩石圈磁场异常分布是岩石圈浅表与深部磁异常综合叠加的结果,岩石圈地下介质的浅表与深部磁化率结构具有一定差异性,且受断裂控制呈分段性特征,可能与该区域复杂的岩石圈磁化率结构及地质构造有关。     

Methane Oxidation in the Water Column of Xiangxi Bay,Three Gorges Reservoir

Four field campaigns are carried out to quantify the methane (CH₄) oxidation rate in Xiangxi Bay (XXB) of the Three Gorges Reservoir (TGR), China. The water depth of the sampling site varied from 13 to 30 m resulting from the water level fluctuation of the TGR. The CH₄ oxidation rates are measured in situ as the decline of dissolved CH₄ concentration versus time in incubated, and those rates. The CH₄ oxidation rates range from 1.18 × 10^?3 to 3.69 × 10^?3 µmol L^?1 h^?1, with higher values and stronger variation during summer. A static floating chamber method is used to measure CH₄ emitted to the atmosphere resulting in an annual mean flux of 4.79 µmol m^?2 h^?1. The CH₄ emission rate is significantly negatively correlated with the water level. The results show that a large fraction of CH₄ is consumed in the water column with a range of 28.97–55.90 µmol m^?2 h^?1, accounting for ≈69–98% of the total CH₄ input into the water column, and more than 90% is consumed outside the summer, when the water level is lowest. Water depth, which is dominated by water level of the TGR, is a potentially important driver for CH₄ oxidation and atmospheric emission in the tributary bay.     

汶川M_W7.9地震起始破裂断层几何结构

本文收集使用紫坪铺水库台网记录到的汶川地震主震P波波形资料,利用P波反投影叠加法获取了2008年5月12日汶川M_W7.9地震起始破裂的时空演化过程.通过分析本次大地震起始破裂阶段(0～1s)破裂点在三维空间内的分布特征,确定了本次大地震起始破裂位置及起始破裂断层几何结构模型.得到以下结果:汶川地震起始破裂点位于31.013±0.002°N、103.392±0.002°E,震源深度为8.2±0.4km,发震时刻为2008年5月12日14∶27∶58.80±0.4.汶川地震起始破裂的最佳断层面走向为NE48°,倾向NW35°,起始阶段破裂的深度范围为地下7.5～9km.