扎龙湿地芦苇沼泽对农田排水中氮、磷净化效果的模拟研究

农田排水已经成为扎龙湿地水环境污染的重要来源之一.采集扎龙湿地芦苇(Phragmites australis)沼泽区土壤和植物样品,开展为期18天的室内模拟试验,以进水中氨氮(NH4+-N)含量为基准,设计了6组实验,研究芦苇沼泽对不同氮、磷含量农田排水中主要污染物的去除效果,及进水在沼泽中的不同停留时间对湿地去污效果...     

Effects of land use and cultivation time on soil organic and inorganic carbon storage in deep soils

The vertical distribution and exchange mechanisms of soil organic and inorganic carbon(SOC, SIC) play an important role in assessing carbon(C) cycling and budgets. However, the impact of land use through time for deep soil C(below 100 cm) is not well known. To investigate deep C storage under different land uses and evaluate how it changes with time, we collected soil samples to a depth of 500 cm in a soil profile in the Gutun watershed on the Chinese Loess Plateau(CLP); and determined SOC, SIC, and bulk density. The magnitude of SOC stocks in the 0–500 cm depth range fell into the following ranking: shrubland(17.2 kg m~(-2)) grassland(16.3 kg m~(-2)) forestland(15.2 kg m~(-2)) cropland(14.1 kg m~(-2)) gully land(6.4 kg m~(-2)). The ranking for SIC stocks were: grassland(104.1 kg m~(-2)) forestland(96.2 kg m~(-2)) shrubland(90.6 kg m~(-2)) cropland(82.4 kg m~(-2)) gully land(50.3 kg m~(-2)). Respective SOC and SIC stocks were at least 1.6-and 2.1-fold higher within the 100–500 cm depth range, as compared to the 0–100 cm depth range. Overall SOC and SIC stocks decreased significantly from the 5 th to the 15 th year of cultivation in croplands, and generally increased up to the 70 th year. Both SOC and SIC stocks showed a turning point at 15 years cultivation, which should be considered when evaluating soil C sequestration. Estimates of C stocks greatly depends on soil sampling depth, and understanding the influences of land use and time will improve soil productivity and conservation in regions with deep soils.     

花岗岩浆侵位与结晶固化时差的研究与构造意义:以南岭骑田岭花岗岩基为例

通过对南岭中段骑田岭花岗岩基地质-岩石地球化学特征研究, 判明了该岩基的侵位深度（5.5 km）、围岩温度（196℃）及岩浆初始温度（950 ℃ ）,建立起骑田岭花岗岩基的数学计算模型,计算得出： 骑田岭花岗岩熔体侵位后,其初始温度降低至结晶温度所需的时间（Δt col） 为4.1 Ma;由于结晶潜热释放而使结晶过程延长的时间（Δt L）为2.6 Ma; 由于骑田岭花岗岩基放射性元素含量 （U-15.3×10-6,Th-51.35×10-6,K2O-5.02%）是世界平均花岗岩放射性元素含量（U-5×10-6,Th-20×10-6,K2O-2.66%）的2~3 倍,骑田岭花岗岩浆侵位后产生的放射成因热使结晶过程延长的时间（Δt A） 为35.4 Ma,远长于世界平均花岗岩计算的Δt A（2.93 Ma） 。因此, 骑田岭花岗岩基的岩浆侵位- 结晶固化时差 （Δt ECTD）为42.1 Ma, 结合锆石U-Pb 年龄值（161 Ma）, 通过反演计算得出骑田岭花岗岩基侵位年龄值（t E ）为203.1 Ma,从而为骑田岭花岗岩基属于印支期侵位提供了重要的岩浆动力学佐证。     

利用FG5绝对重力仪观测数据确定重力垂直梯度

本文建立了利用FG5实测数据求解重力垂直梯度的数据处理模型与算法.通过对多次自由落体实验的下落距离拟合残差叠加求均值,发现下落距离观测量中存在明显的有色噪声.通过对有色噪声的建模,并以剩余残差为依据选取可靠的下落时段,解算测站点的重力垂直梯度.利用本文所提出的数据处理方法分别对FG5-214绝对重力仪在两个测站上的观测数据进行处理,以相对重力仪测量的重力垂直梯度结果为参考值,本文处理得到的重力垂直梯度结果相比于未考虑有色噪声并依据经验选取下落时段的解算方法得到了显著改善.

     

建筑基坑土钉支护时机探讨

本文采用FLAC软件，通过建筑物基坑随开挖深度增加而变形的模拟，得出基坑每一阶段开挖及土钉支护条件下的位移发展演变规律，跟踪最大不平衡力变量的变化提出了最佳土钉支护时机。     

地心非旋转坐标系中的TWSTT计算模型

根据卫星双向时间传递(TWSTT)的基本原理，详细推导了地心非旋转坐标系中TWSTT的计算模型．并与地固系中的计算模型进行了分析比较，证明了两种计算模型在0．1ns亚纳秒量级上的等价性。     

Memory in place

Geographers and psychologists both seek to understand people's behaviour and their cognitive and emotional lives so it is somewhat surprising that there has not been more theoretical cross‐fertilisation of the two disciplines. ‘On time, place and happiness’ is a rare but welcome exception, showing how research in social‐cognitive psychology might usefully clarify thinking about temporality, place and well‐being. This commentary examines several additional human memory phenomena that geographers might like to consider in their theorising about these matters.     

Flood frequency analysis of Turkey using L‐moments method

The index flood procedure coupled with the L‐moments method is applied to the annual flood peaks data taken at all stream‐gauging stations in Turkey having at least 15‐year‐long records. First, screening of the data is done based on the discordancy measure (D_i) in terms of the L‐moments. Homogeneity of the total geographical area of Turkey is tested using the L‐moments based heterogeneity measure, H, computed on 500 simulations generated using the four parameter Kappa distribution. The L‐moments analysis of the recorded annual flood peaks data at 543 gauged sites indicates that Turkey as a whole is hydrologically heterogeneous, and 45 of 543 gauged sites are discordant which are discarded from further analyses. The catchment areas of these 543 sites vary from 9·9 to 75121 km² and their mean annual peak floods vary from 1·72 to 3739·5 m³ s^?1. The probability distributions used in the analyses, whose parameters are computed by the L‐moments method are the general extreme values (GEV), generalized logistic (GLO), generalized normal (GNO), Pearson type III (PE3), generalized Pareto (GPA), and five‐parameter Wakeby (WAK). Based on the L‐moment ratio diagrams and the |Z_dist|‐statistic criteria, the GEV distribution is identified as the robust distribution for the study area (498 gauged sites). Hence, for estimation of flood magnitudes of various return periods in Turkey, a regional flood frequency relationship is developed using the GEV distribution. Next, the quantiles computed at all of 543 gauged sites by the GEV and the Wakeby distributions are compared with the observed values of the same probability based on two criteria, mean absolute relative error and determination coefficient. Results of these comparisons indicate that both distributions of GEV and Wakeby, whose parameters are computed by the L‐moments method, are adequate in predicting quantile estimates. Copyright © 2011 John Wiley & Sons, Ltd.     

Stream channel erosion in a rapidly urbanizing region of the US–Mexico border: documenting the importance of channel hardpoints with Structure‐from‐Motion photogrammetry

Urbanization can lead to accelerated stream channel erosion, especially in areas experiencing rapid population growth, unregulated urban development on erodible soils, and variable enforcement of environmental regulations. A combination of field surveys and Structure‐from‐Motion (SfM) photogrammetry techniques was used to document spatial patterns in stream channel geometry in a rapidly urbanizing watershed, Los Laureles Canyon (LLCW), in Tijuana, Mexico. Ground‐based SfM photogrammetry was used to map channel dimensions with 1 to 2 cm vertical mean error for four stream reaches (100–300 m long) that were highly variable and difficult to survey with a differential GPS. Regional channel geometry curves for LLCW had statistically larger slopes and intercepts compared with regional curves developed for comparable, undisturbed reference channels. Cross‐sectional areas of channels downstream of hardpoints, such as concrete reaches or culverts, were up to 64 times greater than reference channels, with enlargement persisting, in some cases, up to 230 m downstream. Percentage impervious cover was not a good predictor of channel enlargement. Proximity to upstream hardpoint, and lack of riparian and bank vegetation paired with highly erodible bed and bank materials may account for the instability of the highly enlarged and unstable cross‐sections. Channel erosion due to urbanization accounts for approximately 25–40% of the total sediment budget for the watershed, and channel erosion downstream of hardpoints accounts for one‐third of all channel erosion. Channels downstream of hardpoints should be stabilized to prevent increased inputs of sediment to the Tijuana Estuary and local hazards near the structures, especially in areas with urban settlements near the stream channel. Copyright © 2017 John Wiley & Sons, Ltd.     

不同指标下的穗港城市走廊潜在通达性及其空间格局

本文以最短时间距离以及加权平均出行时间两种指标,其中后者以未来人口数为其加权因子,在对广州至香港之间廊道状区域的陆路交通网络现状通达性数据进行计算的基础上,对其潜在通达性及其空间格局进行预测分析。由此得出,穗港走廊内部的陆路网络潜在通达性呈现出同心环状态分布的空间格局,其潜在通达性水平以环心为最优,逐渐往外层递减;两种指标换算成通达性系数进行对比,发现利用未来人口数作为加权因子之后,走廊南部在整个网络的通达性地位得到了提升,但走廊北部的通达性地位却受到了削弱;穗港走廊潜在通达性空间格局比现状更加收敛,整体通达性水平得到提升,初始通达性水平越低的地方,提升的幅度越大。