岩土钻掘施工的安全工程问题

针地地勘行业岩土钻掘工程的安全生产需要,运用安全系统工程方法,探讨了施工安全管理,边坡工程安全技术,基桩工程安全技术,挡土墙施工安全技术,爆破拆除工程安全技术等问题。     

黔北地区桃园向斜铝土矿矿床地质特征及找矿方向

桃园向斜铝土矿位于道真县东部,是务川-正安-道真地区铝土矿的一个组成部分.该铝土矿产于二叠纪梁山组地层中,属于沉积型铝土矿床,其中地质历史时期的沉积间断对铝土矿的形成有重要作用.通过对其成矿地质背景、矿床地质特征的分析,总结了桃园向斜铝土矿的控矿因素及其找矿标志,并指出向斜的深部及西翼中部和南部具有较大的找矿潜力.     

13C示踪技术在利玛原甲藻中腹泻性贝毒合成研究的应用

选取具有显著产毒差异的利玛原甲藻(Prorocentrum lima) SHG株与2XS株为研究对象,以2-¹³C-甘氨酸为示踪原料结合高分辨质谱方法,为腹泻性贝类毒素及其酯化态毒素合成与代谢途径的研究提供新方法和思路。结果表明,两株藻共发现16种腹泻性贝毒及其酯化态毒素成分。对照培养条件下SHG株(大田软海绵酸毒素含量为7.88 pg/cell,鳍藻毒素1含量为4.35 pg/cell)的产毒能力高于2XS株(大田软海绵酸毒素5.70pg/cell),而甘氨酸作为氮源培养条件可显著提高两株藻的产毒总量(P<0.05)。¹³C-甘氨酸标记组与甘氨酸培养组单细胞产毒量无显著变化(P>0.05)。腹泻性贝毒被标记后其同位素异构体丰度发生变化,其中酯化态受¹³C标记的影响程度更高,二级质谱图清晰表示出其碎片离子及脱水峰的标记情况。该方法直观阐明了甘氨酸可作为P. lima标记原料的产毒供体,并使用稳定同位素标记方法首次实现了酯化态的同步标记,有助于腹泻性贝毒生成机制的进一步研究。     

波浪在陡坡上的传播变形

利用数值方法和物理模型分析以反射为主的陡坡上波浪传播变形特性。数值方法采用标记单元法,为处理倾斜反射边界对斜坡前波浪运动的影响,提出了“台阶镜像法”。通过1：1．5光滑斜坡上物理模型试验,分析了不完全立波的运动特性,说明强反射光滑陡坡坡前波浪运动呈明显的立波状态,它与直墙反射的主要差别是被前第一波节点和腹点位置向岸推移。本试验得到的波浪反射、爬高和回落特征值与港口工程规范给定结果接近。     

多维联合概率理论对三峡工程设计洪水的计算

首次将多维联合概率理论应用到三峡大坝设计洪水的风险分析,并用随机模拟方法(ISPUD)对四维联合概率分布进行了求解,得出在长江上游干流及主要支流来水量出现的不同组合和最不利组合情况下,相应三峡大坝不同联合重现期的设计洪水。可用于三峡工程的风险分析及防洪调度。     

高真空击密法在软地基处理中的应用

姑合工程实践,介绍快速“高真空击密法”软地基处理方法的施工原理、施工工艺及质量控制等,并简单阐述“高真空击密法”在进行软地基处理中的优点。     

港口及临港工业围填海规模综合评价研究

针对港口及临港工业围填海的特点,运用多目标决策理论与方法,构建了港口及临港工业围填海规模评价指标体系,包括现状评定和综合影响两类评价因子,包含自然条件、社会经济条件、资源环境影响、效益评估四类评价要素,共计15个评价指标。并根据成本型、效益型和固定型指标的特点提出了各自的标准化方法,采用主客观综合赋权法确定评价因子的权重,采用线性加权和法计算港口及临港工业围填海规模方案的综合得分,以此为依据确定围填海规模的适宜程度和适宜等级。以江苏辐射沙洲半岛式浅滩腰沙为例,运用港口及临港工业围填海规模综合评价方法,确定腰沙海域最佳的港口及临港工业围填海规模为理论基面+3.0 m。提出的研究方法能够为沿海省市港口及临港工业围填海规模评价提供参考和方法借鉴,对于围填海规模决策和围填海总量控制指标的制定具有重要意义。     

Analysis of the spatial variation of heavy metals in the Guadiana Estuary sediments (SW Iberian Peninsula) based on GIS-mapping techniques

This work reveals the usefulness of the GIS (Geographic Information Systems) mapping techniques to show the distribution of pollutants along an estuarine environment, as the final stage of a thorough study. In the case of study, the environmental quality of the sediments in the Guadiana river estuary was determined by means of a complete geochemical characterization consisting on the calculation of enrichment factors for the most important metals and metalloids (compared with the local background of non-contaminated sediments). The obtained results were depicted in “enrichment distribution maps” which evidenced a distribution of the elements in two groups: Group-I, elements with natural origin (Al, Fe, Mn, Co, and Cr) distributed homogeneously along the basin, and Group-II, elements associated to anthropic origin (As, Cd, Cu, Pb, Ni and Zn) with clear punctual sources besides a high concentration all over the estuary. The enrichment factors for the elements of Group-II are indicative of the existence of a noticeable diffuse historical mining pollution associated with the acid mine drainage generated in the internal zones of the basin, which could overlap minor pollution inputs from other human activities. The obtained results lead us to a reconsideration of the traditionally thought “unpolluted” environment when it was compared to nearby estuaries.     

Modelling linear wave transformation induced by dissipative structures—Random waves

The relevant theory is presented and numerical results are compared with the analytical solution for the interaction of non-breaking waves with an array of vertical porous circular cylinders on a horizontal bed. The extension to the cases of unidirectional and multidirectional waves is obtained by means of a transfer function. The influence of the mechanical properties of porous structures and wave irregularity on wave transformation is analysed. Results for unidirectional and multidirectional wave spectra are compared to those obtained for regular waves. The model presented reproduces well the analytical results and provides a tool for analysing several engineering problems.     

Simulation of nonlinear wave run-up with a high-order Boussinesq model

This paper considers the numerical simulation of nonlinear wave run-up within a highly accurate Boussinesq-type model. Moving wet–dry boundary algorithms based on so-called extrapolating boundary techniques are utilized, and a new variant of this approach is proposed in two horizontal dimensions. As validation, computed results involving the nonlinear run-up of periodic as well as transient waves on a sloping beach are considered in a single horizontal dimension, demonstrating excellent agreement with analytical solutions for both the free surface and horizontal velocity. In two horizontal dimensions cases involving long wave resonance in a parabolic basin, solitary wave evolution in a triangular channel, and solitary wave run-up on a circular conical island are considered. In each case the computed results compare well against available analytical solutions or experimental measurements. The ability to accurately simulate a moving wet–dry boundary is of considerable practical importance within coastal engineering, and the extension described in this work significantly improves the nearshore versatility of the present high-order Boussinesq approach.