天堂国产午夜亚洲专区-少妇人妻综合久久蜜臀-国产成人户外露出视频在线-国产91传媒一区二区三区

當前位置:主頁 > 科技論文 > 地質(zhì)論文 >

岷江上游壽江流域地質(zhì)災(zāi)害危險性分析

發(fā)布時間:2018-05-13 01:34

  本文選題:地質(zhì)災(zāi)害發(fā)育特征 + ArcGIS; 參考:《成都理工大學》2017年碩士論文


【摘要】:壽江流域地處四川省北西部阿壩州汶川縣南部,位于邛崍山系、龍門山系之間,系岷江右岸一級支流。區(qū)內(nèi)地質(zhì)條件復(fù)雜、新構(gòu)造運動強烈、降雨豐富,地質(zhì)災(zāi)害頻發(fā),特別是滑坡、崩塌及泥石流地質(zhì)災(zāi)害發(fā)育規(guī)模大、頻率高,嚴重阻礙、威脅到區(qū)內(nèi)的經(jīng)濟建設(shè)以及人民群眾的生命財產(chǎn)安全。因此,進行壽江流域地質(zhì)災(zāi)害調(diào)查及危險性評價,以期對壽江流域防災(zāi)減災(zāi)提供有效支撐。本文在結(jié)合資料收集和野外實際調(diào)查的基礎(chǔ)上,以壽江流域92處地質(zhì)災(zāi)害為研究對象,深入分析地質(zhì)災(zāi)害的分布規(guī)律、發(fā)育特征、形成影響因素,結(jié)合層次分析法、信息量法,基于ArcGIS平臺,完成壽江流域地質(zhì)災(zāi)害危險性分析及區(qū)劃,取得的主要成果如下:(1)壽江流域位于龍門山構(gòu)造帶南端,地勢整體西高東低,區(qū)內(nèi)出露馬爾康分區(qū)部分地層、龍門山及四川盆地分區(qū)地層,區(qū)內(nèi)降雨豐富。在這種地質(zhì)環(huán)境背景下,發(fā)育了43處滑坡,41處崩塌,8處泥石流。(2)通過對壽江流域地質(zhì)災(zāi)害調(diào)查、分析,得到以下結(jié)論:(1)從時間來看,壽江流域地質(zhì)災(zāi)害發(fā)生頻率最高主要在每年的5~9月份,尤其是6、7、8月份;(2)從空間分布來看,滑坡災(zāi)害主要分布在漩口~水磨~三江地區(qū),且河流左岸比右岸多;崩塌災(zāi)害主要分布在三江上游的黑石江、中河及西河兩岸,規(guī)模以大型、特大型為主;泥石流災(zāi)害主要分布漩口~水磨~三江地區(qū),類型主要為山區(qū)強降雨誘發(fā)形成的暴雨型泥石流,規(guī)模主要為大中型。(3)通過ArcGIS平臺,建立壽江流域地質(zhì)災(zāi)害個人數(shù)據(jù)庫。運用ArcGIS的空間分析功能,對壽江流域地質(zhì)災(zāi)害形成影響因子進行統(tǒng)計分析,得出最有利于地質(zhì)災(zāi)害發(fā)生的因子組合。統(tǒng)計分析表明:(1)滑坡災(zāi)害在坡度為20~40°、軟硬相間的碎屑巖地區(qū)、降雨量為1050~1075mm范圍內(nèi)敏感性最強;(2)崩塌在坡度為40~60°、堅硬巖漿巖地區(qū)、降雨量為1000~1025mm范圍敏感性最強;(3)泥石流在20~40°、軟硬相間的碎屑巖類、降雨量為1025mm之上敏感性最強。(4)運用基于層次分析的信息量法確定評價因子的信息量權(quán)值。通過構(gòu)建四級指標的層次結(jié)構(gòu)確定評價因子權(quán)重,運用信息量法計算各指標對應(yīng)的信息量權(quán)值,并在ArcGIS中對各評價單元進行信息量賦值。(5)基于Arc GIS平臺的空間加權(quán)總和疊加功能完成壽江流域地質(zhì)災(zāi)害危險性評價與區(qū)劃,并將危險區(qū)分為四個等級及所占面積百分比:低危險區(qū)(43.02%)、中危險區(qū)(21.67%)、高危險區(qū)(18.47%)、極高危險區(qū)(16.84%)。(6)利用ROC曲線法,將研究區(qū)危險性區(qū)劃與已知的地質(zhì)災(zāi)害點比較,驗證地質(zhì)災(zāi)害危險性評價的預(yù)測結(jié)果。結(jié)果表明,基于信息量法的ArcGIS地質(zhì)災(zāi)害評價結(jié)果有較高的準確性,可將其應(yīng)用到壽江流域的地質(zhì)災(zāi)害危險性評價中。
[Abstract]:The Shoujiang River Basin is located in the south of Wenchuan County of Aba Prefecture in the north west of Sichuan Province. It is located in Qionglai Mountains and between the Longmen Mountains and is a first grade tributary on the right bank of Minjiang River. The geological conditions in the area are complex, the neotectonic movement is strong, the rainfall is abundant, the geological disasters occur frequently, especially the landslide, collapse and mud-rock flow geological hazards have a large scale, high frequency and serious obstacles. It threatens the economic construction of the region and the safety of the people's lives and property. Therefore, the geological hazard investigation and risk assessment in Shoujiang River Basin are carried out in order to provide effective support for disaster prevention and mitigation in Shoujiang River Basin. On the basis of data collection and field investigation, this paper takes 92 geological disasters in Shoujiang River Basin as the research object, deeply analyzes the distribution law, developmental characteristics, forming factors of geological disasters, and combines the Analytic hierarchy process (AHP) and the method of information quantity. Based on the ArcGIS platform, the geological hazard analysis and zoning of the Shoujiang River Basin are completed. The main results are as follows: the Shoujiang River Basin is located at the southern end of the Longmen Mountain structural belt, with the overall topography being low in the west, high in the east and low in the east, and part of the strata in the Lomalkang subzone is located in the area. Longmen Mountain and Sichuan Basin zoning stratigraphy, rich rainfall in the region. Under the background of this geological environment, 43 landslides, 41 landslips, 41 landslides, 8 debris flows and 2) through the investigation of geological hazards in the Shoujiang River Basin, the following conclusions can be drawn: 1) from the time perspective, The frequency of geological hazards in Shoujiang River basin is the highest in May and September of each year, especially in July and August. According to the spatial distribution, the landslide disaster is mainly distributed in the area of Whirlangkou ~ Shuimo ~ Sanjiang River, and the left bank of the river is more than that of the right bank. The collapse disasters are mainly distributed in the upper reaches of the three rivers, the Heishi River, the Middle River and the West River, with a large scale and a large scale; debris flow disasters are mainly distributed in the area of maelstrom to Sanjiang. The main types are heavy rainfall induced torrential rain debris flow in mountainous areas, the scale of which is mainly large and medium. (3) through ArcGIS platform, the personal database of geological hazards in Shoujiang River Basin is established. By using the spatial analysis function of ArcGIS, the factors affecting the formation of geological hazards in the Shoujiang River basin are statistically analyzed, and the most favorable combination of factors for the occurrence of geological disasters is obtained. The statistical analysis shows that the landslide disaster in the area of soft and hard clastic rock with a slope of 20 ~ 40 擄and rainfall of ~ 60 擄is the most sensitive in the range of rainfall within the range of 1050~1075mm) and the landslide is in the area of hard magmatic rock with a slope of 40 ~ 60 擄. Rainfall is the most sensitive in the range of 1000~1025mm.) debris flow is at 20 擄40 擄, soft and hard clastic rocks, and rainfall above 1025mm is the most sensitive. 4) Information quantity method based on AHP is used to determine the information weight of evaluation factors. The weights of evaluation factors are determined by constructing the hierarchical structure of the four levels of indicators, and the corresponding weights of each index are calculated by the method of information quantity. Based on the spatial weighted summation superposition function of Arc GIS platform, the risk assessment and regionalization of geological hazards in Shoujiang River Basin is completed. The dangerous area is divided into four grades and the percentage of area: low risk area (43.02o), middle risk area (21.67m), high risk area (18.47m), extremely high risk area (16.84g). (6) using ROC curve method, the risk zoning of the study area is compared with known geological hazard points. Verify the prediction results of geological hazard risk assessment. The results show that the evaluation results of ArcGIS geological hazards based on the information quantity method have high accuracy and can be applied to the risk assessment of geological hazards in the Shoujiang River basin.
【學位授予單位】:成都理工大學
【學位級別】:碩士
【學位授予年份】:2017
【分類號】:P694

【參考文獻】

相關(guān)期刊論文 前10條

1 高立兵;蘇軍德;;基于信息熵與AHP模型的小區(qū)域泥石流危險性評價方法[J];水土保持研究;2017年01期

2 孟祥瑞;裴向軍;劉清華;張雄;胡云華;;GIS支持下基于因子分析法的都汶路沿線地質(zhì)災(zāi)害易發(fā)性評價[J];中國地質(zhì)災(zāi)害與防治學報;2016年03期

3 余斌;王濤;朱淵;;淺層滑坡誘發(fā)溝谷泥石流的地形和降雨條件[J];水科學進展;2016年04期

4 蒲濟林;蘇軍德;高立兵;刑釗;;基于GIS與AHP模型的白龍江流域泥石流危險性評價[J];中國水土保持;2016年05期

5 宋志;鄧榮貴;陳澤碩;;典型泥石流堵河案例運動過程與堆積區(qū)特征分析——以四川石棉熊家溝泥石流為例[J];自然災(zāi)害學報;2016年01期

6 毛碩;王運生;曹水合;;基于可拓和組合賦權(quán)的泥石流危險性評價[J];工業(yè)安全與環(huán)保;2016年01期

7 馮振;陳云霞;李濱;賀凱;高楊;朱賽楠;;重慶南川甑子巖山體崩塌機制研究[J];水文地質(zhì)工程地質(zhì);2016年01期

8 譚玉敏;郭棟;白冰心;許波;;基于信息量模型的涪陵區(qū)地質(zhì)災(zāi)害易發(fā)性評價[J];地球信息科學學報;2015年12期

9 王家柱;任光明;余天斌;高波;;四川蘆山震區(qū)大葉龍溝泥石流發(fā)育特征及危險度評價[J];中國地質(zhì)災(zāi)害與防治學報;2015年04期

10 鐘東;余業(yè);劉民生;郭志勇;溫清茂;張豐述;任安菊;;小流域地質(zhì)災(zāi)害綜合防治的典型案例----以汶川縣水磨鎮(zhèn)牛塘溝泥石流為例[J];四川地質(zhì)學報;2015年03期

相關(guān)博士學位論文 前1條

1 成良霞;“5.12”汶川地震后映臥公路邊坡崩塌災(zāi)害形成機理與危險性評估研究[D];長安大學;2014年

相關(guān)碩士學位論文 前9條

1 曹水合;四川木里縣卡拉地區(qū)泥石流發(fā)育特征及危險性評價[D];成都理工大學;2015年

2 申通;汶川地震震中區(qū)斜坡崩塌發(fā)育特征及成因機制分析[D];成都理工大學;2015年

3 李強;震后汶川震區(qū)溝谷型泥石流中長期發(fā)育機制研究[D];成都理工大學;2014年

4 蔣發(fā)森;映秀地區(qū)巖漿巖邊坡地震動力響應(yīng)規(guī)律研究[D];成都理工大學;2013年

5 吳雨夫;地震對泥石流暴發(fā)的臨界降雨條件影響的初步研究[D];成都理工大學;2012年

6 龐茂康;白龍江流域滑坡發(fā)育特征及其成因的地質(zhì)環(huán)境條件研究[D];成都理工大學;2011年

7 汪賢良;強震作用下堆積體邊坡變形特征和穩(wěn)定性分析[D];成都理工大學;2009年

8 楊秀梅;基于GIS的地質(zhì)災(zāi)害危險性評價[D];蘭州大學;2008年

9 楊天亮;基于GIS的陜南公路地質(zhì)災(zāi)害數(shù)據(jù)庫建立及危險性評價研究[D];長安大學;2005年



本文編號:1881079

資料下載
論文發(fā)表

本文鏈接:http://sikaile.net/kejilunwen/diqiudizhi/1881079.html


Copyright(c)文論論文網(wǎng)All Rights Reserved | 網(wǎng)站地圖 |

版權(quán)申明:資料由用戶9f7ba***提供,本站僅收錄摘要或目錄,作者需要刪除請E-mail郵箱bigeng88@qq.com