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滨海基岩型城市三维地质模型建设方法对比分析——以青岛市为例

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三维地质模型建设在地质环境评价、深部地质找矿以及城市地下空间开发与安全利用方面扮演着越来越重要的作用,其技术突破为透明城市和智慧城市的发展提供了重要的地质支撑.青岛市作为滨海基岩型城市的代表先后采用剖面交互式建模、Bentley MicroStation v8i平台建模、显式构造界面建模和隐式建模四种方法探究三维地质模型建设方法的优劣,得出显式构造界面建模方法是目前最为成熟的建模方法,模型建设效果较好,但修改更新困难;隐式建模方法发展较晚,模型更新速度较快,结合实际地质情况调整和完善算法后会成为未来的主流建模理论方法.此外,三维地质建模标准地层和模型尺度的约束不够明确,应尽快出台相应规范进行说明.
Comparative analysis of three-dimensional geological model construction methods of coastal bedrock City:taking Qingdao as an example
3D geological model construction plays an increasingly important role in geological environment evaluation,deep geo-logical prospecting and urban underground space development and safe utilization.Its technological breakthrough provides an im-portant geological support for the development of transparent cities and smart cities.As a representative of the coastal bedrock city Qingdao has successively used four methods to explore the advantages and disadvantages of the three-dimensional geological model construction method,which is cross-section interactive modeling,Bentley MicroStation v8i platform modeling,explicit structural interface modeling and implicit modeling.It is concluded that the explicit structure interface modeling method is the most mature modeling method at present,and the model construction effect is good,but it is difficult to modify and update;The implicit modeling method develops lately,and the model updating speed is fast.It will become the future main flow modeling theory method after adjusting and improving the algorithm in combination with the actual geological situation.In addition,the constraints of 3 D geological modeling standard stratum and model scale are not clear enough,so corresponding specifications should be issued as soon as possible.

Coastal bedrock city3D geological modelimplicit modeling methodexplicit modeling method

徐锐、张志芹、王洋、马子龙、解小东、夏伟强、何鹏

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青岛地质工程勘察院(青岛地质勘查开发局),山东青岛 266100

中国石油大学(华东)地球科学与技术学院,山东青岛 266100

自然资源部滨海城市地下空间地质安全重点实验室,山东青岛 266100

滨海基岩型城市 三维地质模型 隐式建模方法 显式建模方法

青岛市城市地质调查项目

ZFCG2019001542

2024

吉林地质
吉林省地质矿产勘查开发局

吉林地质

影响因子:0.263
ISSN:1001-2427
年,卷(期):2024.43(2)