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21.
公路黄土崩塌灾害在陕北黄土地区多发、易发,给当地公路交通建设和运营造成严重危害。结合陕北$302(榆林至佳县)沿线典型路段黄土边坡的现场调研,研究公路崩塌灾害简易快速评价方法,对灾害科学评判及减灾具有重要的工程意义。首先,分析了影响黄土崩塌灾害的因素,并通过专家咨询法和相对比较评分法提取了4个关键因子作为识别指标,即破坏阶段、坡度、崩塌规模和坡高;其次,给各个识别指标赋以相应权重,对公路黄土崩塌危险性进行初步综合评价,并以K66+100~K66+650路段为例进行实例检验,为快速识别评价公路黄土崩塌提供了一种方法。  相似文献   
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基于VB语言,利用C/S架构,编写石家庄地震前兆台网月评价系统,设置不同功能单元,开展仪器运行监控、台网日常运维监控,通过界面选择相应日期,读取省前兆台网中心发布的《运行监控日报》等Excel文件,使用input box函数等在文本框中输入、统计、计算,并显示地震前兆台网月评价成绩及台网运行情况。  相似文献   
24.
Personalized routing counts on traveler’s preferences which are usually based on different criteria, such as shortest, fastest, least traffic, or less expensive (e.g., less fuel cost, toll free). However, people are increasingly becoming concerned about the adverse health effects of exposure to air pollution in chosen routes. Exposures to elevated air pollution concentrations particularly endanger children, pregnant women, elderly people, and people with asthma and other respiratory conditions. Choosing routes with least air pollution exposure (APE) is seen as one approach to minimize the level of pollution exposed, which is a major public health issue. Routing algorithms use weights on segments of road networks to find optimum routes. While existing weights are commonly distance and time, among a few others, there is currently no weight based on APE to compute least APE routes. In this paper, we present a weight function that computes weight based on APE. Two different approaches, geostatistical and non-geostatistical, were used to compute APE weight. Each approach was evaluated, and the results indicate that the APE weight is suitable for computing least APE routes.  相似文献   
25.
资源型关键地段对于维护和控制区域土地生态系统安全具有关键性作用.通过构建一套资源型关键地段识别指标体系,在以行政区为基本识别单元的基础上,识别出行政单元内地类斑块尺度的资源型关键地段.将惠民县划分为6类地域,即关键地段、关键地段保护区、一般地段、干扰地段、干扰区及交汇区,分别占全县总面积的6.39%、19.70%、50.61%、7.93%、15.37%和6.89%.资源型关键地段所占比重小,反映出地区整体生态环境水平较低;一般地段基本以耕地为主,具有随季节交替变化、物种单一、稳定性差等特点;交汇区具有保护需求强烈和受干扰程度明显的双重特性,在现实土地利用与管理过程中需得到高度重视.  相似文献   
26.
通过对阿勒泰地区1991~2000年西部区域性偏东大风天气的气候特征、环流形势及地形进行分析,归结出产生西部区域性偏东大风天气的成因及预报指标。  相似文献   
27.
In tropical forests, the penetration ability of airborne laser scanning (ALS) may be limited because of highly dense vegetation cover. However, in the typical planning of ALS surveys, the ability of laser pulses to penetrate forests is not considered. Nine round-trip flight lines covering the area of a tropical forest on the northeast side of the Tsengwen Reservoir in Taiwan were designed in this study. Five flight lines flew at altitudes of 1.525, 1.830, 2.135, 2.440, and 2.745 km, and the other four had pulse repetition frequencies (PRFs) of 100, 150, 200, and 250 kHz. The laser penetration index (LPI) is a quantitative index measuring the penetration ability of the ALS and consists of the ratio of the number of laser pulses reaching the forest floor to the total number of laser pulses. The LPI was used to represent the laser penetration rate and investigate the influence of flying altitude and PRF on the LPI. The results showed that as the flying altitude decreased by 1 km, the average LPI increased by 10%, and as the PRF decreased by 50 kHz, the average LPI increased by 2%. The effect of the LPI on digital elevation models (DEMs) was confirmed by visual images obtained by DEMs at five altitudes. The DEM obtained at an altitude of 2.745 km was coarsely textured, whereas that obtained at an altitude of 1.525 km was finely textured. The in-situ height data obtained from the electronic Global Navigation Satellite System (eGNSS) were compared with the data of the ALS-generated DEMs. The results indicated that when the LPI ≥60%, the height difference between the in situ data and DEM data was not prominent. However, when the LPI <60%, the ALS-derived DEM could be higher or lower than the in-situ height; the largest difference between the two was 1.7 m. The LPI of a forest should be considered for ALS survey planning, especially when consistent DEM precision for large tropical forest areas is paramount.  相似文献   
28.
I. IORGULESCU  A. MUSY 《水文研究》1997,11(9):1353-1355
A generalization of the TOPMODEL equations for a power law vertical profile of hydraulic conductivity is introduced. The exponential profile of TOPMODEL is obtained as a limit case of the new general form. © 1997 John Wiley & Sons, Ltd.  相似文献   
29.
Surface soils were collected in the aquatic–terrestrial ecotone (ATE) of Yongnianwa wetland, downstream of Haihe River basin of North China in June of 2007. Samples were subjected to a total digestion technique before they were analyzed for total concentrations of Cr, Cu, Ni, Pb, and Zn to investigate their pollution levels in the ATE. The contamination index, integrated contamination index, geoaccumulation index, toxic units, and sum of toxic units were adopted to assess the heavy metal contamination levels and ecotoxicity, respectively. The results showed all the selected element concentrations in upland soils of the ecotone were relatively higher than those in the lowland soils. No Cr pollution was observed in all soil samples, but almost all samples were slightly polluted by Cu, Ni, Pb, and Zn except for Site 1. The contamination indexes and geoaccumulation indexes consistently presented no contamination for Site 1 and slight contamination for other sites. The ΣTUs increased from lowland to upland, but the whole level of toxicity in this ecotone was relatively low.  相似文献   
30.
Accurate prediction of the dynamic responses of a high-rise building subjected to dynamic loads such as earthquake and wind excitations requires the information of its structural dynamic properties such as modal parameters including natural frequencies and damping ratios. This paper presents the identification results of the modal parameters based on field vibration tests on a 600-m high skyscraper. A set of tests, including ambient vibration test (AVT) and free vibration test (FVT), were conducted on the skyscraper to identify its modal parameters. Firstly, this paper presents and discusses the modal parameters of the skyscraper assessed by several identification methods applied to the AVT measurements. These methods include the wavelet transform (WT) method, the stochastic subspace identification (SSI) method, and the random decrement technique (RDT). Secondly, an active mass damper (AMD) system with total mass 1000 tons equipped into the skyscraper was used to excite the building for estimation of the modal parameters by FVT. Thirdly, this paper presents observations on the structural dynamic behavior of the skyscraper with the operation of the AMD system during a typhoon event. The field measurement results show that the AMD system functioned efficiently for suppression of the wind-induced vibrations of the skyscraper during the typhoon. This paper aims to further understand the structural dynamic properties of super-tall buildings and provide useful information for structural design and vibration control of future skyscrapers.  相似文献   
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