共查询到20条相似文献，搜索用时 15 毫秒
1.
城市地下管网信息管理问题研究 总被引：2，自引：0，他引：2
随着城市信息化进程的加速,城市生活的节奏大大加快,城市供水、供电、供暖等地下管道设施的使用频率也大幅增加.各种管道纵横交错、结构复杂,这就使得城市地下管网信息的现代化管理面临严峻的考验.地下管网具有埋于地下不透明、信息量大、保存期长、要求不问断运行使用等特点,故仅靠图纸、图表等形式记录保存管网资料,并在此基础上进行的人工管理已经不能适应规模日益扩大、经济社会活动日益加快的现代城市发展的要求.针对以上问题,阐述了城市地下管网信息管理的现状,重点分析了管网信息管理的技术发展历程以及管理中存在的问题,最后对地下管网信息的管理提出了相应对策. 相似文献
2.
In seasonally frozen regions, freezing-and-thawing action is the main cause responsible for the destruction of canals, which is closely linked to the temperature gradient and water transport. To investigate the behaviour of soils under freezing-and-thawing actions, many numerical models have been established that consider the important coupling of moisture transport and temperature evolution; but they contain excessive parameters, some of which are rather difficult to determine. Based on the well-known Harlan''s theory, a simple moisture-heat coupling model was recently proposed to quantify the coupled moisture-heat transport performance of soils in terms of the central temperature and porosity. The mathematical module of COMSOL Multiphysics was further employed to solve the governing equations numerically. To validate our model, a thorough experimental scheme was carried out in our lab. The measured temperature distribution was found to be consistent with the predicted results. 相似文献
3.
In the cold regions of northern China, incidents of municipal underground gas pipeline rupture and leakage occur quite frequently,
most often in winter. To prevent harm to citizen safety and property, analysis of the causes of such cracking and leakage is therefore
valuable. Two incident analyses are discussed here and the reasons why most of these types of cases occur during winter are clarified.
The effects of vehicle loadings above buried pipelines are calculated and compared with the effects and calculations of frost heaving
forces. We demonstrate that when the soil layer above a pipeline freezes rapidly, the soil generates repeated frost heaving, which exerts
heaving forces on the pipeline that can result in fatigue crack propagation and ultimate pipeline failure. Therefore, the incident induced
by frost heaving is one of the primary reasons of gas pipeline failure. Based on these analyses, we present some recommendations
pertaining to the proper design, construction, and management of gas pipelines. 相似文献
4.
地下管线横断面图是反映地下管线探测成果的重要手段,对于施工、设计、管理都有着非常现实的指导意义。本文主要阐述了横断面图的设计原理以及运用VBA语言通过对AUTOCAD2008进行二次开发,实现地下管线横断面图的自动绘制。 相似文献
5.
To study the effect of uncertain factors on the temperature field of frozen soil, we propose a method to calculate the spatial average
variance from just the point variance based on the local average theory of random fields. We model the heat transfer coefficient
and specific heat capacity as spatially random fields instead of traditional random variables. An analysis for calculating the random
temperature field of seasonal frozen soil is suggested by the Neumann stochastic finite element method, and here we provide the
computational formulae of mathematical expectation, variance and variable coefficient. As shown in the calculation flow chart, the
stochastic finite element calculation program for solving the random temperature field, as compiled by Matrix Laboratory
(MATLAB) software, can directly output the statistical results of the temperature field of frozen soil. An example is presented to
demonstrate the random effects from random field parameters, and the feasibility of the proposed approach is proven by comparing
these results with the results derived when the random parameters are only modeled as random variables. The results show that
the Neumann stochastic finite element method can efficiently solve the problem of random temperature fields of frozen soil based
on random field theory, and it can reduce the variability of calculation results when the random parameters are modeled as spatially
random fields. 相似文献
6.
以1981—2018年内蒙古典型草原季节性冻土为研究对象,通过气候倾向率、Mann-Kendall法、多元线性回归等方法,分析最大冻土时空分布特征、年际、年代际变化,研究影响最大冻土深度变化的气象因子。结果表明：（1） 内蒙古典型草原季节性冻土冻结初日在9—11月,终日在4—6月,年内最大冻土深度出现在2—3月,深度在100~280 cm之间。（2） 最大冻土深度年际变化分为下开口抛物线型、上开口抛物线型、正弦曲线型,从最大冻土深度气候倾向率看呈现减小趋势的站点有68%。（3） 最大冻土深度年代际变化分为逐年代递减、减-增型和无明显变化规律,50%的站点在1989年以后最大冻土深度发生突变。（4） 多元线性回归表明气温冻结指数、年平均风速、年极端最低气温对最大冻土深度产生显著影响。该研究揭示了最大冻土深度存在退化的事实,为草原应对气候变化提供指导,为陆地土壤和大气碳循环交换的研究给出提示。 相似文献
7.
In seasonally frozen regions, the frost-heave properties of soil play a significant role in its upper-structure performance and durability. To investigate the frost-heave behaviors of saturated, compacted silty clay soil widely used as subgrade material, a series of one-side freezing tests was carried out; and the freezing depth and frozen front effected by the compactness, temperature, overburden pressure, and water-supply condition were analyzed and discussed. The results show that the moving speed of the frozen front and growth rate of the frozen depth are positively correlated. The frost heave is maximum in the frost-heave stability condition. The frost ratio of saturated soil is proportional to the water supply and cooling temperature under a one-side freezing condition. The frost ratio of saturated soil is inversely proportional to the initial compactness of the soil specimen and the overburden pressure. 相似文献
8.
Soil freeze-thaw process is closely related to surface energy budget,hydrological activity,and terrestrial ecosystems.In this study,two numerical experiments(including and excluding soil freeze-thaw process)were designed to examine the effect of soil freeze-thaw process on surface hydrologic and thermal fluxes in frozen ground region in the Northern Hemisphere based on the state-of-the-art Community Earth System Model version 1.0.5.Results show that in response to soil freeze-thaw process,the area averaged soil temperature in the shallow layer(0.0175?0.0451 m)decreases by 0.35℃in the TP(Tibetan Plateau),0.69℃in CES(Central and Eastern Siberia),and 0.6℃in NA(North America)during summer,and increases by 1.93℃in the TP,2.28℃in CES and 1.61℃in NA during winter,respectively.Meanwhile,in response to soil freeze-thaw process,the area averaged soil liquid water content increases in summer and decrease in winter.For surface heat flux components,the ground heat flux is most significantly affected by the freeze-thaw process in both summer and winter,followed by sensible heat flux and latent heat flux in summer.In the TP area,the ground heat flux increases by 2.82 W/m2(28.5%)in summer and decreases by 3.63 W/m2(40%)in winter.Meanwhile,in CES,the ground heat flux increases by 1.89 W/m2(11.3%)in summer and decreases by 1.41 W/m2(18.6%)in winter.The heat fluxes in the Tibetan Plateau are more susceptible to the freeze-thaw process compared with the high-latitude frozen soil regions.Soil freeze-thaw process can induce significant warming in the Tibetan Plateau in winter.Also,this process induces significant cooling in high-latitude regions in summer.The frozen ground can prevent soil liquid water from infiltrating to deep soil layers at the beginning of thawing;however,as the frozen ground thaws continuously,the infiltration of the liquid water increases and the deep soil can store water like a sponge,accompanied by decreasing surface runoff.The influence of the soil freeze-thaw process on surface hydrologic and thermal fluxes varies seasonally and spatially. 相似文献
9.
Coupling numerical simulation with remotely sensed information for the study of frozen soil dynamics
The acquisition of spatial-temporal information of frozen soil is fundamental for the study of frozen soil dynamics and its feedback to climate change in cold regions. With advancement of remote sensing and better understanding of frozen soil dynamics, discrimination of freeze and thaw status of surface soil based on passive microwave remote sensing and numerical simulation of frozen soil processes under water and heat transfer principles provides valuable means for regional and global frozen soil dynamic monitoring and systematic spatial-temporal responses to global change. However, as an important data source of frozen soil processes, remotely sensed information has not yet been fully utilized in the numerical simulation of frozen soil processes. Although great progress has been made in remote sensing and frozen soil physics, yet few frozen soil research has been done on the application of remotely sensed information in association with the numerical model for frozen soil process studies. In the present study, a distributed numerical model for frozen soil dynamic studies based on coupled water-heat transferring theory in association with remotely sensed frozen soil datasets was developed. In order to reduce the uncertainty of the simulation, the remotely sensed frozen soil information was used to monitor and modify relevant parameters in the process of model simulation. The remotely sensed information and numerically simulated spatial-temporal frozen soil processes were validated by in-situ field observations in cold regions near the town of Naqu on the East-Central Tibetan Plateau. The results suggest that the overall accuracy of the algorithm for discriminating freeze and thaw status of surface soil based on passive microwave remote sensing was more than 95%. These results provided an accurate initial freeze and thaw status of surface soil for coupling and calibrating the numerical model of this study. The numerically simulated frozen soil processes demonstrated good performance of the distributed numerical model based on the coupled water-heat transferring theory. The relatively larger uncertainties of the numerical model were found in alternating periods between freezing and thawing of surface soil. The average accuracy increased by about 5% after integrating remotely sensed information on the surface soil. The simulation accuracy was significantly improved, especially in transition periods between freezing and thawing of the surface soil. 相似文献
10.
Frozen ground is significantly stiffer than unfrozen ground. For bridges supported on deep foundations, bridge stiffness is also
measurably higher in winter months. Significant changes due to seasonal freezing in bridge pier boundary conditions require additional
detailing in order to ensure a ductile performance of the bridge during a design earthquake event. This paper reports the latest
results obtained from a project that systematically investigated the effects of seasonally frozen soil on the seismic behavior of
highway bridges in cold regions. A bridge was chosen and was monitored to study its seismic performance and assess the impact
of seasonally frozen soil on its dynamic properties. A Finite Element (FE) model was created for this bridge to analyze the impact
of seasonal frost. It was found that when frost depth reaches 1.2 m, the first transverse modal frequency increases about 200%
when compared with the no-frost case. The results show that seasonal frost has a significant impact on the overall dynamic behavior
of bridges supported by pile foundations in cold regions, and that these effects should be accounted for in seismic design. 相似文献
11.
Ultrasonic P-wave tests of frozen silt and frozen sand were conducted during uniaxial loading by using an RSM®-SY5(T) nonmetal ultrasonic test meter to study the velocity characteristics of P-waves. The experimental results indicate that the P-wave velocity is affected by soil materials, temperature, and external loads, so the P-wave velocity is different in frozen silt and frozen sand, but all decrease with an increase of temperature and increase at first and then decrease with strain during the loading process. There is an exponential relationship between uniaxial compressive strength and P-wave velocity, and the correlation between them is very good. The characteristic parameters of acoustic waves can, to some extent, reflect the development of internal cracks in frozen soils during loading. 相似文献
12.
中国冻土研究进展 总被引：6，自引：0，他引：6
Permafrost in China includes high latitude permafrost in northeastern China, alpine permafrost in northwestern China and high plateau permafrost on the Tibetan Plateau. The high altitude permafrost is about 92% of the total permafrost area in China. The south boundary or lower limit of the seasonally frozen ground is defined in accordance with the 0 ℃ isothermal line of mean air temperature in January, which is roughly corresponding to the line extending from the Qinling Mountains to the Huaihe River in the east and to the southeast boundary of the Tibetan Plateau in the west. Seasonal frozen ground occurs in large parts of the territory in northern China, including Northeast, North, Northwest China and the Tibetan Plateau except for permafrost regions, and accounting for about 55% of the land area of China. The southern limit of short-term frozen ground generally swings south and north along the 25° northern latitude line, occurring in the wet and warm subtropic monsoon climatic zone. Its area is less than 20% of the land area of China. 相似文献
13.
Permafrost in China includes high latitude permafrost in northeastern China, alpine permafrost in northwestern China and high plateau permafrost on the Tibetan Plateau. The high altitude permafrost is about 92% of the total permafrost area in China. The south boundary or lower limit of the seasonally frozen ground is defined in accordance with the 0 oC isothermal line of mean air temperature in January, which is roughly corresponding to the line extending from the Qinling Mountains to the Huaihe River in the east and to the southeast boundary of the Tibetan Plateau in the west. Seasonal frozen ground occurs in large parts of the territory in northern China, including Northeast, North, Northwest China and the Tibetan Plateau except for permafrost regions, and accounting for about 55% of the land area of China. The southern limit of short-term frozen ground generally swings south and north along the 25o northern latitude line, occurring in the wet and warm subtropic monsoon climatic zone. Its area is less than 20% of the land area of China. 相似文献
14.
Studies on frozen ground of China 总被引：5，自引：0，他引：5
1ThestatusoffrozengroundinChinaBased on previous studies, Zhou and Guo (1982) summarized the distribution characteristics of permafrost in China and indicated that the permafrost area in China is about 215×104 km2, in which about 163.4×104 km2 is on the Tibetan Plateau. After mapping and zonation of frozen ground in 1983, Xu and Wang suggested that the areas of permafrost, seasonally frozen ground and temporal frozen ground in China were 206.8×104 km2, 513.7×104 km2 and 229.1×104 km2 … 相似文献
15.
To investigate the vibration characteristics of a railway subgrade in different seasons, three field experiments were carried out in
the seasonally frozen Daqing area of China during spring, summer, and winter. The vibration characteristics and attenuation rates
of the subgrade induced by passing trains were investigated, and the influences of the season, train speed, train type, train load, and
number of train compartments are described in this paper. The results show that: (1) near the rail track the vibration in the vertical
direction was more significant than in the lateral and longitudinal directions, and as the distance from the railway track increased,
the acceleration amplitudes and the attenuation rates all decreased in all three directions; (2) the acceleration amplitudes and attenuation
rates decreased in the three different study seasons as the distance from the railway track increased, and the attenuation
rates in the freezing period were the largest; and (3) the acceleration amplitude induced by a freight train was greater than that by a
passenger train, and the subgrade vibration increased with increasing passenger train speeds when the number of train compartments
was similar. These results have great significance for enhanced understanding of the characteristics of train-induced vibration
embankment response in seasonally frozen regions, and provide essential field monitoring data on train-induced vibrations in
order to improve the performance criteria of railroading in seasonally frozen regions. 相似文献
16.
Herein we review research on the structure of the frozen fringe and one of its key characteristics（unfrozen water content）,and compare its current measurement methods,including pulsed nuclear magnetic resonance（NMR）,time-domain reflectometry（TDR）,calorimetry,thermometry,the sublimation method,and CT imagery.A freeze-thaw cycle experiment with remolded soil was conducted inside to verify the mechanism of frost heave,measuring such variables as soil-water potential,temperature,water supplement,and the position of the freezing front.Conclusions from the analysis of the experiment data are：（1） The soil-water potential,the water supplement,and the position of the freezing front vary with temperature; and（2） the temperature gradient induces the soil-water potential,which in turn provides a stable driving force for moisture migration. 相似文献
17.
黄河源区地表水资源变化及其影响因子 总被引：19，自引：3，他引：16
利用1955~2005 年黄河源区玛多气象站和黄河沿水文站气象、水文资料, 分析了该区域地表水资源、气候及冻土演变规律, 揭示了地表水资源变化的成因。研究表明: 近51 年黄河源流量丰枯转化频繁, 但在总体上特别是进入20 世纪90 年代以来黄河源流量呈减少趋势, 流量年内分配表现为单峰型; 降水量对流量有着较为显著的影响, 且具有一定的持续性; 黄河源区气温的显著升高对于加大流域蒸发量导致流量补给的减少作用要大于其升高致使冰雪融水的补给作用, 其中春季气温回升的这一效应更为显著; 黄河源区冻土呈现出显著的退化趋势, 冻土厚度与流量总体上呈显著的正相关关系, 其不断减小削弱了自身天然隔水层的作用; 黄河源区蒸发量呈现出显著的增大趋势, 并导致流量的减少; 气候变化导致流量的减少量占总减少量的70%, 其余30%可能是由人类活动加剧造成的, 气候及冻土因子对流量的作用大小依次为冻土、降水、蒸发和气温, 显然多年冻土对于黄河源区地表水资源的形成和发育有着至关重要的作用。 相似文献
18.
Factors influencing adoption and continued use of long-term soil and water conservation measures in five developing countries 总被引：2，自引：0，他引：2
J. de Graaff A. Amsalu F. Bodnr A. Kessler H. Posthumus A. Tenge 《Applied geography (Sevenoaks, England)》2008,28(4):271-280
Many regions in the world are affected by land degradation. Successive development projects have promoted a variety of soil and water conservation (SWC) measures to prevent further land degradation. However, these measures have seldom been adopted on a large scale. This paper deals with the adoption process of investments in SWC measures, and with the factors influencing adoption and continued use of these measures. After a theoretical introduction, whereby three phases in the adoption process are distinguished, it presents and compares some results of independent empirical research projects on adoption of SWC measures in five developing countries. Some general conclusions are drawn from these diverse research results. 相似文献
19.
This paper outlines development of the thickness design of cylindrical frozen walls in artificial ground freezing (AFG). A plain strain mechanical model coupled with infinite surrounding soil and rock ... 相似文献
20.
Frost susceptibility should be considered in the design and construction of foundations and retaining-wall structures in regions with the seasonally freezing-soil ground condition. When planning construction that goes deep into this soil, one has to understand the impact of horizontal forces to an underground wall and realize the potential effect of frost heaving upon, deep foundations. This article presents a few soil tests for frost heaving and the results of those tests show dangerous data for retaining structures under the soil conditions in Kazakhstan. The main parameters of the soil include frost penetration and heaving rate and amount. So, in designing underground structures, one must understand and consider that frost heaving occurs in various directions; this factor is very important for predicting on the restriction of deformations of structures in the seasonally freezing-soil ground condition. 相似文献