青岛崂山区北宅、王哥庄、沙子口地质环境工程建设适宜性研究
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摘要
本文研究城镇化进程过程中的青岛崂山北宅、王哥庄、沙子口三个乡镇地质环境对工程建设的适宜性。结合各区地形、地貌、基岩、工程地质、水文地质、洪水和地质灾害特征,利用GIS技术,采用定量多因子评价方法,对各研究区域进行工程适宜性分区和评价研究,为城市建设规划科学合理从地质环境角度提供依据。
王哥庄镇区内存在劈石口—浮山所断裂和王哥庄-山东头断裂两个断裂,其地貌成因主要为流水地貌和海成地貌,工程地质分区也以山间河谷松散区为主,主要地质灾害及隐患发育类型为崩塌。研究得出,王哥庄适宜建设面积25.76km~2,占58.9%,有条件建设适宜区面积10.02km~2,占22.8%,开发建设不适宜区面积8.01km~2,占18.3%。
北宅镇区内存在劈石口—浮山所断裂和白沙河断裂两个断裂,地貌按成因也是属于流水地貌,地貌形态类型有丘陵、山间河谷堆积区,工程地质类型以山间河谷松散区为主,地质灾害及隐患发育类型主要有崩塌及泥石流。研究得出,北宅适宜建设面积2.48km~2,占23.7%,有条件建设适宜区面积5.07km~2,占48.4%,开发建设不适宜区面积2.09km~2,占27.9%。
沙子口镇地貌按成因分为流水地貌和海成地貌,以山间河谷堆积区为主,工程地质分区以山间河谷堆积区为主,洪水危险程度高的地区主要分布在凉水河下游,地质灾害及隐患发育类型主要有滑坡和崩塌。研究得出,沙子口适宜建设面积7.13km~2,占68.4%,有条件建设适宜区面积2.94km~2,占28.2%,开发建设不适宜区面积0.35km~2,占3.4%。
The paper selects Bei Zhai, Wang Gezhuang, and Sha Zikou, the three towns in the process of urbanization, as the study area of the suitability of engineering projects affected by geological environment. Combined with various terrain, topography, bedrock, engineering geology, hydrogeology, characteristics of flood and geological hazards, the study area is divided by suitability assessment of engineering, adopting GIS technology and quantified multi-factor evaluation method, which provides a reference for the urban scientific planning from the perspective of the geological environment.
There were Pi Shikou- Fushan geological fault and Wang Gezhuang-Shan Dongtou geological fault in Wang Gezhuang Town area. The main causes of landscape topography are fluvial landform and the sea water into the landscape; Engineering Geology Division also loose mountain valley area; main geological hazards and risks are collapse. Study shows Wang Gezhuang suitable building area 25.76km~2, accounting for 58.9%, conditional construction suitable area 10.02km~2, accounting for 22.8%, development and construction of suitable area 8.01km~2, accounting for 18.3%.
There were Pi Shikou- Fushan geological fault and Bai Shahe geological fault in Bei Zhai Town area, and both are water landscape by cause. Topographic types are mainly hills, mountains, valley fill areas, engineering geology type is dominated by mountain areas for the loose Valley Lord, and geological hazards and risks are collapse and the development of debris flow. Based on the study, the North residential area of suitable construction 2.48km~2, accounting for 23.7%, conditional construction suitable area 5.07km~2, accounting for 48.4%, development and construction of suitable area 2.09km~2, accounting for 27.9%.
Sha Zikou town is divided by the causes of landscape topography into fluvial landform and the sea water into the landscape, to the main mountain valley fill area. Engineering Geology Division is dominated by mountain valley fill areas. High-risk flood areas are mainly located in the Liangshui River downstream, and the main types of geological disaster contain the landslide hazards and the development of collapse. Study shows the Shazikou suitable building area 7.13km~2, accounting for 68.4%, conditional construction suitable area 2.94km~2, accounting for 28.2%, development and construction of suitable area 0.35km~2, accounting for 3.4%.
王哥庄镇区内存在劈石口—浮山所断裂和王哥庄-山东头断裂两个断裂,其地貌成因主要为流水地貌和海成地貌,工程地质分区也以山间河谷松散区为主,主要地质灾害及隐患发育类型为崩塌。研究得出,王哥庄适宜建设面积25.76km~2,占58.9%,有条件建设适宜区面积10.02km~2,占22.8%,开发建设不适宜区面积8.01km~2,占18.3%。
北宅镇区内存在劈石口—浮山所断裂和白沙河断裂两个断裂,地貌按成因也是属于流水地貌,地貌形态类型有丘陵、山间河谷堆积区,工程地质类型以山间河谷松散区为主,地质灾害及隐患发育类型主要有崩塌及泥石流。研究得出,北宅适宜建设面积2.48km~2,占23.7%,有条件建设适宜区面积5.07km~2,占48.4%,开发建设不适宜区面积2.09km~2,占27.9%。
沙子口镇地貌按成因分为流水地貌和海成地貌,以山间河谷堆积区为主,工程地质分区以山间河谷堆积区为主,洪水危险程度高的地区主要分布在凉水河下游,地质灾害及隐患发育类型主要有滑坡和崩塌。研究得出,沙子口适宜建设面积7.13km~2,占68.4%,有条件建设适宜区面积2.94km~2,占28.2%,开发建设不适宜区面积0.35km~2,占3.4%。
The paper selects Bei Zhai, Wang Gezhuang, and Sha Zikou, the three towns in the process of urbanization, as the study area of the suitability of engineering projects affected by geological environment. Combined with various terrain, topography, bedrock, engineering geology, hydrogeology, characteristics of flood and geological hazards, the study area is divided by suitability assessment of engineering, adopting GIS technology and quantified multi-factor evaluation method, which provides a reference for the urban scientific planning from the perspective of the geological environment.
There were Pi Shikou- Fushan geological fault and Wang Gezhuang-Shan Dongtou geological fault in Wang Gezhuang Town area. The main causes of landscape topography are fluvial landform and the sea water into the landscape; Engineering Geology Division also loose mountain valley area; main geological hazards and risks are collapse. Study shows Wang Gezhuang suitable building area 25.76km~2, accounting for 58.9%, conditional construction suitable area 10.02km~2, accounting for 22.8%, development and construction of suitable area 8.01km~2, accounting for 18.3%.
There were Pi Shikou- Fushan geological fault and Bai Shahe geological fault in Bei Zhai Town area, and both are water landscape by cause. Topographic types are mainly hills, mountains, valley fill areas, engineering geology type is dominated by mountain areas for the loose Valley Lord, and geological hazards and risks are collapse and the development of debris flow. Based on the study, the North residential area of suitable construction 2.48km~2, accounting for 23.7%, conditional construction suitable area 5.07km~2, accounting for 48.4%, development and construction of suitable area 2.09km~2, accounting for 27.9%.
Sha Zikou town is divided by the causes of landscape topography into fluvial landform and the sea water into the landscape, to the main mountain valley fill area. Engineering Geology Division is dominated by mountain valley fill areas. High-risk flood areas are mainly located in the Liangshui River downstream, and the main types of geological disaster contain the landslide hazards and the development of collapse. Study shows the Shazikou suitable building area 7.13km~2, accounting for 68.4%, conditional construction suitable area 2.94km~2, accounting for 28.2%, development and construction of suitable area 0.35km~2, accounting for 3.4%.
引文
[1]谭建民,韩会卿.城市建设发展的地质环境适宜性评价研究进展.西部探矿工程,2005(6):218-219
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[3]欧刚.南宁市城市地下空间开发地质环境适宜性评价:[硕士学位论文].桂林:广西大学,岩土工程系,2008
[4]陈桂华,徐樵.利城市建设用地质量评价研究.自然资源,1997(5):22-30
[5]许嘉巍,刘惠清.长春市城市建设用地适宜性评价.经济地理,1999年12月第19卷第6期:101-104
[6]李相然,曹振斌,孙岩松.工程地质环境质量评价理论.世界地质,2000(9),第19卷第3期
[7] Dorsch,Joachim.Eduard Suess: Master Tectonicist and Progenitor of Urban Geology,2004
[8] Gupta R P,Joshi B C. Landslided hazard zoning using the GIS approach - a case study from the Ramganga Catchment,Himalalyas. Engineering geology,1990,28(1-2):119 -131,125-135
[9] Meijia M , Navarro M , Wahl E E. Geological hazard and risk evaluation using GIS[J].Bullentin of the Association of Engineering Geologists,1994,4:21-30
[10] Mario Mejia - Navarro,Lwisa Garcia. Natural hazard and risk assessment using decision support system,application: glenwood springs,colorado[J]. Environment and Engineering Geoscience,1996,3(2):299–324
[11] Wanty RB,Berger BR,Plumlee GS.Geoenvironmental models - An introduction,Eposit and Geoenvironmental Models For Resource Exploitation and Enviromental Security,Nato Science Series,Partnership Sub-Series, ENVIRONMENTAL SECURITY,2003,80-100
[12] Aly MH,Giardino JR,Klein AG;Suitability assessment for New Minia City, Egypt:A GIS approach to engineering geology,ENVIRONMENTAL & ENGINEERING GEOSCIENCE,2005,8(11)
[13] Dimitriou E , Karaouzas I , Skoulikidis N.Assessing the environmental status of Mediterranean temporary ponds in Greece,Annales de Limologie-Internationa Journal of Limnology. 2006,42:33-41
[14] Ghaffari A (Ghaffari,Alireza),Cheng QM (Cheng,Qiuming).GIS-based multi criteria analysis to evaluate land degradation in southern Italy Proceedings of the IAMG ,Geomathematics and GIS Analysis of Resources,Environment and Hazards. 2007,155-158
[15] A.Lippone,Applying GIS to assess the vulnerability of the Paijannewater- conveyance tunnel in Finland,Environ Geol,2007,53:493–499
[16] M.Irfan,Yesilnacar,Hasan Cetin.An environmental geomorphologic approach to site selectionfor hazardous wastes,Environ Geol,2008,55:1659–1671
[17] Fontes SB,Pejon OJ. Proposal of a geo-environmental zoning method based on Ottobasin compartmentalization,Bulletin of Enginnering Geoligy and The Environment,2008,67,555-563
[18]张丽君,贾跃明,刘明辉.国外环境地质研究和工作的主要态势.水文地质工程地质,1999,6
[19]李铁锋,孙卫东.三峡工程库区迁建城镇新址地质环境质量综合评价与对比.北京大学地质学系,高校地质学报,石家庄经济学院1999年5卷3期
[20]李洪文.规划工程地质环境质量研究以南徐新城中心区为例[博士学位论文],中国地质大学,2006
[21]谭周地.城市工程地质环境质量评价与区划,水文地质工程地质论丛,北京,地质出版艺工作者社,1988:41-50
[22]杨闽中,方鸿琪.城市工程地质环境预测模型,工程勘察,1989,(1)
[23]王思敬,戴福初,等.人类工程活动与地质环境依存关系及相互作用,北京,地震出版社,1995.1
[24]城市地质一国家地质工作的新领域,中国地质调查局发展研究中心,2002.8
[25]国土资源部科技发展报告,国土资源部,2000.12
[26]董颖.关于中国地质环境监测院开展城市环境地质工作的若干建议,中国地质环境监测院
[27]张永波,等.水工环研究的现状与趋势,2001.3
[28]沿海主要城市水资源及地质环境评价,地质矿产部环境地质司,1990年
[29]叶超,刘予,黄晓,等.北京市平原区工程建设层立体地质调查设计书北京市水文地质工程地质大队,2006.4
[2]夏法.环境地质与城市地质学基础.广州:中山大学出版社,1993.7-7
[3]欧刚.南宁市城市地下空间开发地质环境适宜性评价:[硕士学位论文].桂林:广西大学,岩土工程系,2008
[4]陈桂华,徐樵.利城市建设用地质量评价研究.自然资源,1997(5):22-30
[5]许嘉巍,刘惠清.长春市城市建设用地适宜性评价.经济地理,1999年12月第19卷第6期:101-104
[6]李相然,曹振斌,孙岩松.工程地质环境质量评价理论.世界地质,2000(9),第19卷第3期
[7] Dorsch,Joachim.Eduard Suess: Master Tectonicist and Progenitor of Urban Geology,2004
[8] Gupta R P,Joshi B C. Landslided hazard zoning using the GIS approach - a case study from the Ramganga Catchment,Himalalyas. Engineering geology,1990,28(1-2):119 -131,125-135
[9] Meijia M , Navarro M , Wahl E E. Geological hazard and risk evaluation using GIS[J].Bullentin of the Association of Engineering Geologists,1994,4:21-30
[10] Mario Mejia - Navarro,Lwisa Garcia. Natural hazard and risk assessment using decision support system,application: glenwood springs,colorado[J]. Environment and Engineering Geoscience,1996,3(2):299–324
[11] Wanty RB,Berger BR,Plumlee GS.Geoenvironmental models - An introduction,Eposit and Geoenvironmental Models For Resource Exploitation and Enviromental Security,Nato Science Series,Partnership Sub-Series, ENVIRONMENTAL SECURITY,2003,80-100
[12] Aly MH,Giardino JR,Klein AG;Suitability assessment for New Minia City, Egypt:A GIS approach to engineering geology,ENVIRONMENTAL & ENGINEERING GEOSCIENCE,2005,8(11)
[13] Dimitriou E , Karaouzas I , Skoulikidis N.Assessing the environmental status of Mediterranean temporary ponds in Greece,Annales de Limologie-Internationa Journal of Limnology. 2006,42:33-41
[14] Ghaffari A (Ghaffari,Alireza),Cheng QM (Cheng,Qiuming).GIS-based multi criteria analysis to evaluate land degradation in southern Italy Proceedings of the IAMG ,Geomathematics and GIS Analysis of Resources,Environment and Hazards. 2007,155-158
[15] A.Lippone,Applying GIS to assess the vulnerability of the Paijannewater- conveyance tunnel in Finland,Environ Geol,2007,53:493–499
[16] M.Irfan,Yesilnacar,Hasan Cetin.An environmental geomorphologic approach to site selectionfor hazardous wastes,Environ Geol,2008,55:1659–1671
[17] Fontes SB,Pejon OJ. Proposal of a geo-environmental zoning method based on Ottobasin compartmentalization,Bulletin of Enginnering Geoligy and The Environment,2008,67,555-563
[18]张丽君,贾跃明,刘明辉.国外环境地质研究和工作的主要态势.水文地质工程地质,1999,6
[19]李铁锋,孙卫东.三峡工程库区迁建城镇新址地质环境质量综合评价与对比.北京大学地质学系,高校地质学报,石家庄经济学院1999年5卷3期
[20]李洪文.规划工程地质环境质量研究以南徐新城中心区为例[博士学位论文],中国地质大学,2006
[21]谭周地.城市工程地质环境质量评价与区划,水文地质工程地质论丛,北京,地质出版艺工作者社,1988:41-50
[22]杨闽中,方鸿琪.城市工程地质环境预测模型,工程勘察,1989,(1)
[23]王思敬,戴福初,等.人类工程活动与地质环境依存关系及相互作用,北京,地震出版社,1995.1
[24]城市地质一国家地质工作的新领域,中国地质调查局发展研究中心,2002.8
[25]国土资源部科技发展报告,国土资源部,2000.12
[26]董颖.关于中国地质环境监测院开展城市环境地质工作的若干建议,中国地质环境监测院
[27]张永波,等.水工环研究的现状与趋势,2001.3
[28]沿海主要城市水资源及地质环境评价,地质矿产部环境地质司,1990年
[29]叶超,刘予,黄晓,等.北京市平原区工程建设层立体地质调查设计书北京市水文地质工程地质大队,2006.4