基于VS與GIS的礦山邊坡安全監(jiān)測(cè)系統(tǒng)開(kāi)發(fā)研究
本文選題:安全監(jiān)測(cè) 切入點(diǎn):礦山邊坡 出處:《合肥工業(yè)大學(xué)》2013年碩士論文 論文類(lèi)型:學(xué)位論文
【摘要】:我國(guó)是世界上地質(zhì)災(zāi)害最嚴(yán)重的國(guó)家之一,邊坡病害問(wèn)題突出,進(jìn)入21世紀(jì)以來(lái),由于人類(lèi)對(duì)環(huán)境的干預(yù)和破壞力度的加劇,導(dǎo)致各種地質(zhì)災(zāi)害在相當(dāng)長(zhǎng)的時(shí)間內(nèi)保持增加的趨勢(shì)。在各種地質(zhì)災(zāi)害中,由于邊坡變形失穩(wěn)引起的滑坡、崩塌等災(zāi)害給我國(guó)的經(jīng)濟(jì)建設(shè)和社會(huì)安全帶來(lái)了巨大的損失和人員傷亡。因此,開(kāi)展工程安全監(jiān)測(cè)工作,,研究礦山邊坡安全監(jiān)控技術(shù)顯的尤為重要。 在邊坡安全監(jiān)測(cè)工作中,布設(shè)有眾多的安全監(jiān)測(cè)項(xiàng)目和安全監(jiān)測(cè)儀器,并且其監(jiān)測(cè)位置分布廣泛,各監(jiān)測(cè)點(diǎn)會(huì)產(chǎn)生大量的安全監(jiān)測(cè)數(shù)據(jù),為了加強(qiáng)對(duì)海量安全監(jiān)測(cè)信息的管理,本文構(gòu)建礦山邊坡安全監(jiān)測(cè)系統(tǒng),實(shí)現(xiàn)集可視化顯示、數(shù)據(jù)查詢(xún)管理和監(jiān)測(cè)數(shù)據(jù)分析處理功能于一體的總體研發(fā)目標(biāo)。 礦山邊坡安全監(jiān)測(cè)系統(tǒng)的研發(fā)構(gòu)建,是依托Visual Studio.NET多功能集成開(kāi)發(fā)環(huán)境,運(yùn)用C#編程語(yǔ)言編寫(xiě)功能實(shí)現(xiàn)代碼,嵌入Arc Engine組件工具提供的特色控件,完成系統(tǒng)的搭建。礦山邊坡安全監(jiān)測(cè)系統(tǒng)包括可視化顯示功能模塊、信息查詢(xún)維護(hù)功能模塊和監(jiān)測(cè)數(shù)據(jù)分析處理功能模塊。 礦山邊坡模型的構(gòu)建采用柵格表面方法,加入邊坡模型的真實(shí)紋理,完成二維地理模型構(gòu)建。三維模型的構(gòu)建使用克里金插值法,根據(jù)已有高程信息插值生成邊坡的地表高程模型,將地表高程模型作為表面高度疊加到二維邊坡模型來(lái)實(shí)現(xiàn)。運(yùn)用Arc Engine特色控件MapControl、SceneControl、TOCControl等,以及運(yùn)用C#語(yǔ)言編寫(xiě)功能語(yǔ)句,從而實(shí)現(xiàn)Visual Studio.NET平臺(tái)與GIS的連接,使得在系統(tǒng)內(nèi)可以直接加載邊坡模型,從而能夠執(zhí)行添加圖層、放大、縮小、全圖顯示、查詢(xún)等操作。 礦山邊坡的安全監(jiān)測(cè)系統(tǒng)的安全監(jiān)測(cè)信息查詢(xún)維護(hù)功能的構(gòu)建,系統(tǒng)與已建立的Access安全監(jiān)測(cè)數(shù)據(jù)連接,通過(guò)選定系統(tǒng)運(yùn)行窗口的菜單功能選項(xiàng),查詢(xún)邊坡的工程概況及各監(jiān)測(cè)項(xiàng)目的安全監(jiān)測(cè)數(shù)據(jù),如滲壓安全監(jiān)測(cè)數(shù)據(jù)、變形安全監(jiān)測(cè)數(shù)據(jù)。 監(jiān)測(cè)數(shù)據(jù)分析處理功能是礦山邊坡安全監(jiān)測(cè)系統(tǒng)的重要組成部分,在系統(tǒng)外建立灰色模型和統(tǒng)計(jì)回歸建模分析程序,系統(tǒng)通過(guò)C#功能語(yǔ)句調(diào)用兩種數(shù)學(xué)模型程序,分析處理邊坡的安全監(jiān)測(cè)數(shù)據(jù),評(píng)判礦山邊坡的狀態(tài)。結(jié)合礦山邊坡安全監(jiān)測(cè)實(shí)例,用灰色模型和統(tǒng)計(jì)回歸模型對(duì)邊坡的變形安全監(jiān)測(cè)數(shù)據(jù)建模分析,取得良好的建模效果。
[Abstract]:China is one of the most serious geological disasters in the world, and the slope disease problem is prominent. Since 21th century, human intervention and destruction to the environment has intensified. Which leads to the increasing trend of various geological disasters for quite a long time. In various geological disasters, landslides caused by slope deformation and instability, Collapse and other disasters have brought huge losses and casualties to the economic construction and social safety of our country. Therefore, it is very important to carry out engineering safety monitoring work and study mine slope safety monitoring technology. In the work of slope safety monitoring, there are many safety monitoring items and safety monitoring instruments, and their monitoring positions are widely distributed, and a large number of safety monitoring data will be generated at each monitoring point. In order to strengthen the management of massive safety monitoring information, this paper constructs a mine slope safety monitoring system to achieve the overall research and development goal of integrating visual display, data query management and monitoring data analysis and processing functions. The research and development of mine slope safety monitoring system is based on the Visual Studio.NET multi-function integrated development environment. It uses C # programming language to write the function code and embed the characteristic control provided by the Arc Engine component tool. The mine slope safety monitoring system includes visual display function module, information query and maintenance function module and monitoring data analysis and processing module. The construction of mine slope model is based on raster surface method and the real texture of slope model is added to complete the construction of two-dimensional geographical model, and the three-dimensional model is constructed by Kriging interpolation method. According to the existing elevation information interpolation to generate the slope elevation model, the surface elevation model is superimposed as the surface height to the two-dimensional slope model. The Arc Engine special control MapControlSceneControlTOCControl is used, and the functional statements are written in C # language. In order to realize the connection between Visual Studio.NET platform and GIS, the slope model can be loaded directly in the system, and the operations such as adding layer, enlarging, reducing, displaying the whole picture, querying and so on can be carried out. The construction of safety monitoring information query and maintenance function of mine slope safety monitoring system, the connection between the system and the established Access safety monitoring data, and the selection of menu function options of the system running window, The general situation of slope engineering and the safety monitoring data of each monitoring project, such as seepage pressure safety monitoring data and deformation safety monitoring data, are inquired. The function of monitoring data analysis and processing is an important part of mine slope safety monitoring system. The grey model and statistical regression modeling and analysis program are established outside the system, and two mathematical model programs are called by C # function statement. The safety monitoring data of the slope are analyzed and the condition of the mine slope is evaluated. The grey model and the statistical regression model are used to model and analyze the deformation safety monitoring data of the slope, and good modeling results are obtained by combining the example of the safety monitoring of the slope with the grey model and the statistical regression model.
【學(xué)位授予單位】:合肥工業(yè)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2013
【分類(lèi)號(hào)】:TD76;P208
【參考文獻(xiàn)】
相關(guān)期刊論文 前8條
1 朱興洲;曹林;李鳳鳳;王珊珊;代勁松;;基于ArcGIS Engine的3維校園地理信息系統(tǒng)設(shè)計(jì)與開(kāi)發(fā)[J];測(cè)繪與空間地理信息;2011年05期
2 羅志強(qiáng);邊坡工程監(jiān)測(cè)技術(shù)分析[J];公路;2002年05期
3 趙文忠;楊廣慶;周喬勇;;邊坡穩(wěn)定性監(jiān)測(cè)方法及預(yù)警系統(tǒng)分析[J];交通世界(運(yùn)輸.車(chē)輛);2012年11期
4 丁參軍;張林洪;于國(guó)榮;張永祥;;邊坡穩(wěn)定性分析方法研究現(xiàn)狀與趨勢(shì)[J];水電能源科學(xué);2011年08期
5 鄭豐;熊雪強(qiáng);林穎;王德中;楊濤波;趙奎;;基于灰色理論的某露天礦邊坡穩(wěn)定性預(yù)報(bào)[J];中國(guó)礦山工程;2012年02期
6 陳曉鵬;張強(qiáng)勇;劉大文;胡建忠;蔡德文;;邊坡變形統(tǒng)計(jì)回歸分析模型及應(yīng)用[J];巖石力學(xué)與工程學(xué)報(bào);2008年S2期
7 陳志波,簡(jiǎn)文彬;位移監(jiān)測(cè)在邊坡治理工程中的應(yīng)用[J];巖土力學(xué);2005年S1期
8 侯永莉;黃略;;露天礦邊坡穩(wěn)定性分析方法綜述[J];科技創(chuàng)新導(dǎo)報(bào);2009年12期
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