基于随机有限元法的溶蚀坝基系统建坝适应性评价

依托溶蚀地基上建坝的典型工程问题,在研究坝基溶蚀空间展布特征的基础上,建立溶蚀带力学参数随机场模型,采用随机有限元方法研究坝体工作性态的统计特性,评价了溶蚀坝基建坝适应性。采用溶蚀带力学参数随机场模型,等效模拟了空间内溶蚀体的无序分布系统,排除地质统计中线溶蚀率的人为假定,避免了以往确定性分析模型中溶蚀体缺失现象。研究方法和成果亦可以为其他相似复杂地基工程的数值分析提供新的思路和参考。     

钻孔应变水位辅助观测标定的探讨

分析了采用"延时法"标定水位带来的不便和产生的误差,总结了新的标定方法—"探头升降法"标定仪器的原理和操作方法,经过几个台站的反复实验,效果很好,精度达99%,有推广价值。     

一种基于最短优先的最短路径算法的实现

最短路径问题作为GIS分析中的一个主要内容而被广泛深入地进行研究。本文在设计一种网络数据结构的基础上, 通过一种基于节点与弧段标号的最短优先路径搜索策略, 设计并实现了一种结构简单、便于理解并且高效的最短路径求解算法。     

Nagmati River Sub-watershed Prioritization Using PCA,Integrated PCWS,and AHP: A Case Study

Prioritization of potential regions that are severely threatened by soil erosion is a prerequisite for formulating and implementing conservation measures and management practices, particularly in fragile semiarid regions. The present study prioritized eight delineated Nagmati sub-watersheds located in the Kutch District of Gujarat State, India, based on three approaches, namely principal component analysis (PCA), integrated PCA with weighted sum (I-PCWS), and analytical hierarchy process (AHP), and on 10 morphometric erosion risk parameters (ERPs). Sub-watersheds were categorized into three priority classes, namely high, medium, and low. PCA retrieved the three most significant ERPs (i.e., length of overland flow, Lo; drainage texture, Dt; and compactness coefficient, Cc) explaining 86.876% of the variance and exhibiting the highest correlation, i.e., r?=?0.961, 0.986, and 0.934 for the first three principal components. Sub-watersheds SW2 and SW7 were rated high priority, SW1 was rated low priority, and the rest were rated medium priority. The I-PCWS approach revealed that sub-watersheds SW2, SW6, and SW7 were in high-priority zone, followed by SW3, SW4, and SW8 in medium-priority zone and SW1 and SW5 in the low-priority zone. The AHP assigned the highest and lowest ranks to “Lo” and “Cc,” respectively, with consistency ratio of 8.1% and principal eigenvalue of 11.075. Results from AHP revealed sub-watershed SW2 to be the highest priority and sub-watersheds SW1 and SW5 to be the lowest priority. Out of eight prioritized sub-watersheds from three approaches, five were found to be the common priority classes, with SW2, SW6, and SW7 demanding urgent implementation of efficient soil conservation measures to prevent further degradation of the identified regions. Results from I-PCWS approach closely complied with the existing landforms within the study area, and this approach was considered more reliable and robust than the other two approaches. The methodology adopted in this study can be applied to different vulnerable, data-scarce regions to sustainably manage and conserve soil erosion through efficiently framed strategies.

     

断裂引起的应变量计算方法

本文介绍了断裂引起的应变量计算方法。断裂作用可导致连续应变和非连续应变。连续应变与断裂位移,断裂长度比值及断裂面上有效应力成正相关关系。影响非连续应变的因素有：断裂几何形态、断裂的旋转性、断裂规模。已经提出三种断裂旋转机制：刚性旋转,垂直剪切和斜向剪切。对于这三种机制,我们分别建立了断裂非连续应变的计算公式。这些公式与断裂的旋转角度和位移大小相关。刚性旋转时,断块内部没有任何塑性变形,因此地层的长度没有变化。它引起的非连续应变最小。垂直剪切作用使断块内地层变形,但水平方向的地层长度不变。推算的公式表明,对于相同的原始数据,它引起的非连续应变比刚性旋转机制引起的非连续应变大。斜向剪切也使断块内地层变形,但水平方向的长度也不变。在同等条件下,它引起的非连续应变比垂直剪切机制引起的非连续应变大。     

不同热岛类型的划分方法适用性研究

不同的热岛类型划分方法会得出不同的热环境信息,主流的热岛划分方法主要包括等距法和中误差法两种。本文以咸阳市和兴平市热红外数据为数据源,在采用单窗算法获取研究区热环境信息的基础上,分别采用两种热岛类型划分方法获得了研究区域的热环境信息。研究结果表明:①两种不同划分方法均能有效反映研究样区存在较为明显的城市热岛效应;②等距方法获取的热空间格局中的强热岛区呈点状和小斑块状分布于城镇内部,而中误差方法获取的热空间格局中的强热岛区呈片状分布于城镇内部;③基于等距的划分体系适合于大中城镇构建热环境指标与评价体系;而基于中误差的划分体系更适合于市、县、镇、乡四级热环境指标及其评价体系的构建。     

Municipal Solid Waste Management in Moradabad City,India

The paper tries to estimate the rate of waste generation per head/per day, to identify suitable sites for waste disposal, to find out optimal route for collection vehicles and to analyze the financial aspects of solid waste management in Moradabad City, India.The study is based on sample of 2,500 households and secondary data. The City generates about 318 tones of solid waste with an average per capita rate of 460 gram per day. Collection and disposal efficiency is nearly 64%. Sensitivity analysis of the present disposal site as per the norms of Central Pollution Control Board indicates that it is moderately suitable. Subsequently two new disposal sites were identified. Redefined routes and related issues were evaluated in financial terms. It is estimated that by adopting the proposed plan, the expenditure on waste management will increase by about 52%, but at the same time about 90% of city area and 95% of city population will be served.     

南海湖沉积物中Hg的形态分布特征

以包头市南海湖为研究对象,采用连续化学提取法,系统开展了沉积物中Hg的形态分布研究。结果表明,表层沉积物中Hg含量的水平分布总体呈现湖心区低,西南和东北部湖区高的趋势。腐殖酸结合态为表层沉积物中Hg的主导形态,次为交换态和水溶态。表层沉积物中生物有效态Hg的含量甚高,占总汞的76%~94%,对整个生态系统具有潜在危害性。沉积柱芯中总Hg表现为表层富集并随深度增加而降低的变化趋势。B、F站位柱状沉积物中腐殖酸结合态Hg随深度有规律的递减,H站位20 cm以上Hg的主导形态为腐殖酸结合态,残渣态次之;20～30 cm的主导形态则为残渣态及可交换态。     

Phase-Averaged Flow Properties Beneath Microscale Breaking Waves

The phase-averaged characteristics of the turbulent velocity fields beneath steep short wind waves are investigated. A scheme was developed to compute the phase of individual wind waves using spatial surface displacement data. This information was used to analyze the two-dimensional velocity data acquired using particle image velocimetry (PIV) in a wind-wave tank. The experiments were conducted at a fetch of 5.5m and at wind speeds that ranged from 4 to 10ms⁻¹. Under these conditions previous studies have shown that a significant percentage of the waves are microscale breaking waves. An analysis of the phase-averaged results suggests under these conditions (short fetches and moderate wind speeds) a wind-driven water surface can be divided into three regions based on the intensity of the turbulence. These are the crests of microscale breaking waves, the crests of non-breaking waves and the troughs of all waves. The turbulence is most intense beneath the crests of microscale breaking waves. In the crest region of microscale breaking waves coherent structures were observed that were stronger and occurred more frequently than beneath the crests of non-breaking waves. Beneath the crests of non-breaking waves the turbulence is a factor of two to three times weaker and beneath the wave troughs it is a factor of six weaker. These findings provide additional support for the hypothesis that approximately two-thirds of the gas and heat fluxes occur across the turbulent wakes produced by microscale breaking waves.     

Near-surface flow structure over wind-generated water waves,part II: characteristics of separated and non-separated flows

We report on an experimental study conducted to investigate the influence of small-scale wind waves on the airflow structure in the immediate vicinity of the air–water interface. PIV technique was used to measure the two-dimensional velocity fields at wind speeds of 3.7 and 4.4 m s⁻¹ and at a fetch of 2.1 m. The flow structure was analyzed as a function of wave phase. In the near-surface region, significant variations were observed in the flow structure over the waveform. The phase-averaged profiles of velocity, vorticity, and Reynolds stress showed different behavior on the windward and leeward sides of the wave in the near-surface region. The influence of wave-induced velocity was restricted within a distance of three significant wave heights from the surface, which also showed opposite trends on the windward and leeward sides of the crest. The results also show that the turbulent Reynolds stress mainly supports downward momentum transfer whereas the wave-induced Reynolds stress is responsible for the upward momentum transfer from wave to wind. In the immediate vicinity of the air–water interface, the momentum is transferred from waves to wind along the windward side, whereas, the momentum transfer is from wind to waves along the leeward side.