Correction: Hydraulic tomography analysis of municipal-well operation data with geology-based groundwater models

Hydrogeology Journal - A Correction to this paper has been published: https://doi.org/10.1007/s10040-021-02351-x     

基于模拟退火算法的自动地图注记配置研究

本文将求解大规模组合优化问题最优解的一种新型算法模拟退火算法应用于地图注记的自动配置。该算法将地图各要素注记的配置作为一个统一的整体来对待,从而避免了一般局部搜索法可能终止于一个局部最优解的缺点,这样可使自动注记配置的结果更趋合理化。用模拟退火算法进行注记自动配置,理论体系完整,机理简单,通用性强,编程容易,而且与一般局部搜索法相比,超常规注记配置出现的数目大大降低,其缺点在于配置速度较慢     

石英单晶无衍射样品板的研制

本文介绍了由作者首创、以石英单晶片制成的一种用于粉晶X射线衍射仪上薄膜样品的底托——单晶无衍射样品板。与常规的玻璃板或者多孔素瓷板及银滤膜等样品底托相比,后二者因系结晶物质,会产生自身的衍射峰;玻璃板则在2?15—37°(Cu靶)间有一个宽大的衍射晕,这些都影响样品衍射花样的准确测定。以平行于石英(11.21)面网切割制成的单晶片,在所测定的2?3一135°范围内不存在任何衍射峰,背景值分布十分平稳,且明显低于玻璃样品板。使用这种新型的单晶无衍射样品板,将有助于提高粉晶X射线衍射仪测定的精确度。     

Fischer图解及其在旋回层序研究中的应用──以北京西山张夏组为例

Ｆｉｓｃｈｅｒ图解（又称为容纳空间图解）为人们研究沉积旋回在空间上的叠置规律、相对海平面变化、层序级次的划分以及地层层序对比等提供了一种客观实用的方法。本文较详细地讨论了该图解的绘制方法及应注意的问题。运用该图解，将北京西山下苇甸剖面张夏组划分为１个大的三级旋回层序和４个四级旋回层序，根据图解反映的相对海平面变化讨论了旋回层序与构造运动间的关系，提出华北板块晚寒武世之前的＂翘翘板运动＂应始于中寒武世张夏期之早期到中期。     

南京玄武湖水底交通隧道工程与环境效应分析

南京玄武湖隧道,既在城市中心,又在水下,是脆弱环境下典型的地质工程。影响水下隧道施工的不权有环境工程地质条件,还有城市环境约束因素;另外,隧道施工会对城市环境产生不良影响。作者对上述问题作了具体分析,并用系统工程的思想对隧道出口及施工方案的选择进行了初步评价。     

结合第8届国际探空仪系统比对试验探讨国产气球施放高度

根据阳江探空站高空气象探测用750g气象气球施放的实际高度的现状,结合中国大探中心组织国产GPS探空仪在阳江用国产2000g气象气球比对试验时施放的高度以及广东阳江第8届国际探空仪系统比对期间施放的实际高度,探讨雨天和高空相对湿度较大的气象条件下对国产气象气球施放高度的影响。结果显示,雨天或高空相对湿度较大时,对国产现有的气象气球施放的高度存在较大的影响。研究表明,解决了国产气象气球的球皮防雨、防潮问题,很大程度上解决了国产气象气球施放高度不稳定的难题。     

Defining the geochemical baseline: a case of Hong Kong soils

A geochemical baseline provides the means to distinguish between the pedogenic origin and the anthropogenic origin of the trace element in the environmental compartments. We collected 271 soil samples representative of different parent rocks and soil types from the whole territory of Hong Kong and analyzed the composition of clay mineralogy and the contents of 15 chemical elements (Fe, Cd, As, etc.) for these samples. The baseline was predicted with the method of the normalization procedure combined with the relative cumulative frequency curve. The result indicated that Fe was the best reference element for the normalization procedure among the five potential reference elements (Fe, Al, Sc, Ti, and Mn), followed by Sc and Ti. A poor correlation was found between Sc, Ti, and Cu. The predicted baseline was much lower than the A-value of the Dutch List used usually in screening the polluted soil of Hong Kong, implying that the extent of heavy metal pollution might have been underestimated with respect to local lands. We also applied the cluster analysis to distinguish the geochemical associations of the trace elements due to its importance to the baseline. Approximately three major associations including the Fe–Mn-oxides related, Al oxides or Al-bearing-clay-mineralogy related and sulfide- related associations were observed from the dendrogram.     

Damage Constitutive and Failure Prediction of Artificial Single-Joint Sandstone Based on Acoustic Emission

The effect law of deformation and failure of a jointed rock mass is essential for underground engineering safety and stability evaluation. In order to study the evolution mechanism and precursory characteristics of instability and failure of jointed rock masses, uniaxial compression and acoustic emission (AE) tests are conducted on sandstones with different joint dip angles. To simulate the mechanical behavior of the rock, a jointed rock mass damage constitutive model with AE characteristic parameters is created based on damage mechanics theory and taking into account the effect of rock mass structure and load coupling. To quantify the mechanism of rock instability, a cusp catastrophe model with AE characteristic parameters is created based on catastrophe theory. The results indicate that when the joint dip angle increases from 0° to 90°, the failure mechanism of sandstone shifts from tensile to shear, with 45° being the critical failure mode. Sandstone's compressive strength reduces initially and subsequently increases, resulting in a U-shaped distribution. The developed damage constitutive model's theoretical curve closely matches the test curve, indicating that the model can reasonably describe the damage evolution of sandstone. The cusp catastrophe model has a high forecast accuracy, and when combined with the damage constitutive model, the prediction accuracy can be increased further. The research results can provide theoretical guidance for the safety and stability evaluation of underground engineering.