Development of underground mine monitoring and communication system integrated ZigBee and GIS

An automated underground mine monitoring and communication system based on the integration of new technologies is introduced to promote safety and health,operational management and cost-effectiveness.The proposed system integration considering Wireless Sensor Network(WSN) assisted Geographic Information System(GIS) enables to monitor and control underground mining applications from surface office.Based on the capabilities of WSNs,ZigBee network is adapted for near real-time monitoring,ventilation system control and emergency communication in underground mine.ZigBee nodes were developed to sense environmental attributes such as temperature,humidity and gases concentration;switching ON and OFF ventilation fans;and texting emergency messages.A trigger action plan for monitored attributes above normal and threshold value limits is programmed in the surface GIS management server.It is designed to turn the auxiliary fans on remotely or automatically in orange condition and sending evacuation messages for underground miners in unsafe(red) condition.Multi-users operation and 3D visualisations are other successful achievements of the proposed system for the underground monitoring and communication.

Deep sea mineral resources and underground space as well as infrastructure for sustainable and liveable cities

This issue covers the papers on two special themes:(1)Mineral resources from deep sea—Science and Engineering and(2)Planning and development of underground space and infrastructure for sustainable and liveable cities.

Preliminary research and scheme design of deep underground in situ geo-information detection experiment for Geology in Time

The deep earth,deep sea,and deep space are the main parts of the national“three deep”strategy,which is in the forefront of the strategic deployment clearly defined in China’s 14th Five-Year Plan(2021-2025)and the Long-Range Objectives Through the Year 2035.It is important to reveal the evolutionary process and mechanism of deep tectonics to understand the earth’s past,present and future.The academic con-notation of Geology in Time has been given for the first time,which refers to the multi-field evolution response process of geological bodies at different time and spatial scales caused by geological processes inside and outside the Earth.Based on the deep in situ detection space and the unique geological envi-ronment of China Jinping Underground Laboratory,the scientific issue of the correlation mechanism and law between deep internal time-varying and shallow geological response is given attention.Innovative research and frontier exploration on deep underground in situ geo-information detection experiments for Geology in Time are designed to be carried out,which will have the potential to explore the driving force of Geology in Time,reveal essential laws of deep earth science,and explore innovative technologies in deep underground engineering.

Mechanical behaviors of coal measures and ground control technologies for China's deep coal mines-A review

This paper reviews the major achievements in terms of mechanical behaviors of coal measures,mining stress distribution characteristics and ground control in China’s deep underground coal mining.The three main aspects of this review are coal measure mechanics,mining disturbance mechanics,and rock support mechanics.Previous studies related to these three topics are reviewed,including the geo-mechanical properties of coal measures,distribution and evolution characteristics of mining-induced stresses,evolution characteristics of mining-induced structures,and principles and technologies of ground control in both deep roadways and longwall faces.A discussion is made to explain the structural and mechanical properties of coal measures in China’s deep coal mining practices,the types and dis-tribution characteristics of in situ stresses in underground coal mines,and the distribution of mining-induced stress that forms under different geological and engineering conditions.The theory of pre-tensioned rock bolting has been proved to be suitable for ground control of deep underground coal roadways.The use of combined ground control technology(e.g.ground support,rock mass modification,and destressing)has been demonstrated to be an effective measure for rock control of deep roadways.The developed hydraulic shields for 1000 m deep ultra-long working face can effectively improve the stability of surrounding rocks and mining efficiency in the longwall face.The ground control challenges in deep underground coal mines in China are discussed,and further research is recommended in terms of theory and technology for ground control in deep roadways and longwall faces.

Deep Learning Based Underground Sewer Defect Classification Using a Modified RegNet

The sewer system plays an important role in protecting rainfall and treating urban wastewater.Due to the harsh internal environment and complex structure of the sewer,it is difficult to monitor the sewer system.Researchers are developing different methods,such as the Internet of Things and Artificial Intelligence,to monitor and detect the faults in the sewer system.Deep learning is a promising artificial intelligence technology that can effectively identify and classify different sewer system defects.However,the existing deep learning based solution does not provide high accuracy prediction and the defect class considered for classification is very small,which can affect the robustness of the model in the constraint environment.As a result,this paper proposes a sewer condition monitoring framework based on deep learning,which can effectively detect and evaluate defects in sewer pipelines with high accuracy.We also introduce a large dataset of sewer defects with 20 different defect classes found in the sewer pipeline.This study modified the original RegNet model by modifying the squeeze excitation(SE)block and adding the dropout layer and Leaky Rectified Linear Units(LeakyReLU)activation function in the Block structure of RegNet model.This study explored different deep learning methods such as RegNet,ResNet50,very deep convolutional networks(VGG),and GoogleNet to train on the sewer defect dataset.The experimental results indicate that the proposed system framework based on the modified-RegNet(RegNet+)model achieves the highest accuracy of 99.5 compared with the commonly used deep learning models.The proposed model provides a robust deep learning model that can effectively classify 20 different sewer defects and be utilized in real-world sewer condition monitoring applications.

Cloud model-clustering analysis based evaluation for ventilation system of underground metal mine in alpine region

Ventilation system is significant in underground metal mine of alpine region.Reasonable evaluation of ventilation effectiveness will lead to a practical improvement for the maintenance and management of ventilation system.However,it is difficult to make an effective evaluation of ventilation system due to the lack of classification criteria with respect to underground metal mine in alpine region.This paper proposes a novel evaluation method called the cloud model-clustering analysis(CMCA).Cloud model(CM)is utilized to process collected data of ventilation system,and they are converted into cloud descriptors by CM.Cloud similarity(CS)based Euclidean distance(ED)is proposed to make clustering analysis of assessed samples.Then the classification of assessed samples will be identified by clustering analysis results.A case study is developed based on CMCA.Evaluation results show that ventilation effectiveness can be well classified.Moreover,CM is used alone to make comparison of evaluation results obtained by CMCA.Then the availability and validity of CMCA is verified.Meanwhile,difference of CS based ED and classical ED is analyzed.Two new clustering analysis methods are introduced to make comparison with CMCA.Then the ability of proposed CMCA to meet evaluation requirements of ventilation system is verified.

Deepwater Ventilation and Stratification in the Neogene South China Sea

Combined data of physical property, benthic foraminifera, and stable isotopes from ODP Sites 1148, 1146, and 1143 are used to discuss deep water evolution in the South China Sea （SCS） since the Early Miocene. The results indicate that 3 lithostratigraphic units, respectively corresponding to 21-17 Ma, 15-10 Ma, and 10-5 Ma with positive red parameter （a^＊） marking the red brown sediment color represent 3 periods of deep water ventilation. The first 2 periods show a closer link to contemporary production of the Antarctic Bottom Water （AABW） and Northern Component Water（NCW）, indicating a free connection of deep waters between the SCS and the open ocean before 10 Ma.After 10 Ma, red parameter dropped but stayed higher than the modern value （a^＊=0）, the CaCO3 percentage difference between Site 1148 from a lower deepwater setting and Site 1146 from an upper deepwater setting enlarged significantly, and benthic species which prefer oxygen-rich bottom conditions dramatically decreased. Coupled with a major negative excursion of benthic δ^13Cat ～10 Ma,these parameters may denote a weakening in the control of the SCS deep water by the open ocean.Probably they mark the birth of a local deep water due to shallow waterways or rise of sill depths during the course of sea basin closing from south to east by the west-moving Philippine Arc after the end of SCS seafloor spreading at 16-15 Ma. However, it took another 5 Ma before the dissolved oxygen approached close to the modern level. Although the oxygen level continued to stabilize, several Pacific Bottom Water （PBW） and Pacific Deep Water （PDW） marker species rapidly increased since ～6 Ma,followed by a dramatic escalation in planktonic fragmentation which indicates high dissolution especially after ～5 Ma. The period of 5-3 Ma saw the strongest stratified deepwater in the then SCS, as indicated by up to 40﹪ CaCO3 difference between Sites 1148 and 1146. Apart from a strengthening PDW as a result of global cooling and ice cap buildup on northern high latitudes, a deepening sea basin due to stronger subduction eastward may also have triggered the influx of more corrosive waters from the deep western Pacific. Since 3 Ma, the evolution of the SCS deep water entered a modern phase, as characterized by relative stable 10﹪ CaCO3 difference between the two sites and increase in infaunal benthic species which prefer a low oxygenated environment. The subsequent reduction of PBW and PDW marker species at about 1.2 Ma and 0.9 Ma and another significant negative excursion of benthic δ^13Cto a Neogene minimum at ～0.9 Ma together convey a clear message that the PBW largely disappeared and the PDW considerably weakened in the Mid-Pleistocene SCS. Therefore, the true modern mode SCS deep water started to form only during the ＂Mid-Pleistocene climatic transition＂ probably due to the rise of sill depths under the Bashi Strait.

Ground behaviour analysis,support system design and construction strategies in deep hard rock mining-Justified in Western Australian’s mines

Development of deep underground mining projects is crucial for optimum extraction of mineral deposits.The main challenges at great depth are high rock stress levels,seismic events,large-scale deformation,sudden failures and high temperatures that may cause abrupt and unpredictable instability and collapse over a large scale.In this paper,a ground control and management strategy was presented corresponding to the three stages of projects:strategic design,tactical design and operational design.Strategic design is results in preparing a broad plan and primary design for mining excavations.The tactical design is to provide detail design such as stabilisation methods.Operational design stage is related to monitoring and updating design parameters.The most effective ground control strategies in this stage are maintenance,rehabilitation,monitoring and contingency plan.Additionally,a new procedure for design of ground support systems for deep and hard rock was proposed.The main principles are:static and/or dynamic loading types,determination of loading sources,characterisation of geological conditions and the effects of orientation of major structures with openings,estimation of ground loading factor,identification of potential primary and secondary failures,utilisation of appropriate design analysis methods,estimation of depth failure,calculation of the static and/or dynamic demand ground support capacity,and selection of surface and reinforcement elements.Gravitational force is the dominant loading force in low-level stresses.In high stress level failure mechanism becomes more complex in rock mass structures.In this condition,a variety of factors such as release of stored energy due to seismic events,stress concentration,and major structures influence on ground behaviour and judgement are very complicated.The key rock engineering schemes to minimise the risk of failures in high-stress levels at great depth involve depressurisation and quality control of materials.Microseismic and blast monitoring throughout the mining operations are required to control sudden failures.Proper excavation sequences in underground stopes based on top-down,bottom-up,centre-out and abutment-centre were discussed.Also,the performance of a ground support system was examined by field observation monitoring systems for controlling and modifying ground support elements.The important outcome of the research is that the proposed procedure of selecting ground support systems for static and dynamic situations was applied in several deep underground mines in Western Australia.Ground behaviour modes and failure mechanism were identified and assessed.Ground demand for static and dynamic conditions was estimated and an appropriate ground support system was selected and evaluated in site-specific conditions according to proposed method for ground support design at great depth.The stability of rock masses was confirmed,and the reliability of the design methodology for great depth and hard rock conditions was also justified.

Tracer gas measurement and simulation of turbulent diffusion in mine ventilation airways

The effective diffusion coefficients in mine ventilation-flows had been obtained as 4 to 200 m^2/s by matching the measured concentration-time curves with the advec- tion-diffusion equation.The turbulent diffusion coefficients in the simple airways have good agreement with the equation proposed by Taylor.However,for complex airways in operat- ing mines,the evaluated effective diffusion coefficients in the mines show higher values than that calculated by the Taylor's equation.A numerical simulation model using with movements of discrete particles dosed into ventilation flows has been developed to simu- late diffusion phenomena of gas or dust in mine airways.Numerical simulations had been conducted on distribution of tracers in single airways with ordinary profiles of mean velocity velocity fluctuations and Reynolds stress.As one of results,long band of diffused particles is obtained at the single airway of 600 m in length,and large effective diffusion coefficient is evaluated as 20 m^2/s.

Closed-loop bulk air conditioning: A renewable energy-based system for deep mines in arctic regions

With depletion of shallow deposits,the number of underground mines expected to reach more than 3 km depth during their lifetime is growing.Although surface cooling plants are mostly effective in mine airconditioning,usually secondary cooling units are needed below 2 kmdepth.This need emerges due to the elevated thermal impacts caused by auto-compression of mine air as well as heat emissions from strata and mine machinery.As a result,in cold climates,like Canada,ultra-deep mines need their secondary underground cooling plants running year-round while the intake air must be heated to protect the sensitive machinery and liners from freezing during the winter season.To cool mine air,horizontal bulk-airconditioners with direct spray cooling systems are commonly used due to their high performance.Conventionally,sprayed water in bulk-air-coolers are mechanically circulated and refrigerated in coupled refrigeration plants.This set up can be transformed to a natural cooling/heating process by resurfacing the warm underground bulk-air-cooler spray water for mine air heating on the surface and re-sinking the chilled water for cooling in the underground bulk air coolers.This could significantly cut-down the fossil-fuel consumption in burners for mine air pre-conditioning and refrigeration cost when applicable.This paper presents an anonymous real-life example to study the feasibility of the proposed idea for an ultra-deep Canadian mine.

Deep mine cooling,a case for Northern Ontario:Part Ⅰ

Cooling energy needs, for mines in Northern Ontario, are mainly driven by the mining depth and its operation. Part I of this research focusses on the thermal energy loads in deep mines as a result of the virgin rock temperature, mining operations and climatic conditions. A breakdown of the various heat sources is outlined, for an underground mine producing 3500 tonnes per day of broken rock, taking into consideration the latent and sensible portions of that heat to properly assess the wet bulb global temperature. The resulting thermal loads indicate that cooling efforts would be needed both at surface and underground to maintain the temperature underground within the legal threshold. In winter the air might also have to be heated at surface and cooled underground, to ensure that icing does not occur in the inlet ventilation shaft-the main reason why coolin~ cannot be focussed solely at surface.

Dynamic responses of deep underground explosions based on improved Grigorian model

It is important to investigate the dynamic behaviors of deep rocks near explosion cavity to reveal the mechanisms of deformations and fractures. Some improvements are carried out for Grigorian model with focuses on the dilation effects and the relaxation effects of deep rocks, and the high pressure equations of states with Mie-Grüneisen form are also established. Numerical calculations of free field parameters for deep underground explosions are carried out based on the user subroutines which are compiled by means of the secondary development functions of LS-DYNA9703 D software. The histories of radial stress, radial velocity and radial displacement of rock particles are obtained, and the calculation results are compared with those of U.S. Hardhat nuclear test. It is indicated that the dynamic responses of free field for deep underground explosions are well simulated based on improved Grigorian model, and the calculation results are in good agreement with the data of U.S. Hardhat nuclear test. The peak values of particle velocities are consistent with those of test, but the waveform widths and the rising times are obviously greater than those without dilation effects. The attenuation rates of particle velocities are greater than the calculation results with classic plastic model, and they are consistent with the results of Hardhat nuclear test. The attenuation behaviors and the rising times of stress waves are well shown by introducing dilation effects and relaxation effects into the calculation model. Therefore, the defects of Grigorian model are avoided. It is also indicated that the initial stress has obvious influences on the waveforms of radial stress and the radial displacements of rock particles.

Analysis and Design Innovation on Underground Gasifier for Medium-Deep Coal Seam

Over the past 80 years,dozens of underground coal gasification(UCG)mine field tests have been carried out around the world.However,in the early days,only a small number of shallow UCG projects in the former Soviet Union achieved commercialised production.In this century,a few pilot projects in Australia also achieved short-term small-scale commercialised production using modern UCG technology.However,the commercialisation of UCG,especially medium-deep UCG projects with good development prospects but difficult underground engineering conditions,has not progressed smoothly around the world.Considering investment economy,a single gasifier must realise a high daily output and accumulated output,as well as hold a long gasification tunnel to control a large number of coal resources.However,a long gasification tunnel can easily be affected by blockages and failure,for which the remedial solutions are difficult and expensive,which greatly restricts the investment economy.The design of the underground gasifier determines the success or failure of UCG projects,and it also requires the related petroleum engineering technology.Combining the advantages of the linear horizontal well(L-CRIP)and parallel horizontal well(P-CRIP),this paper proposes a new design scheme for an“inclined ladder”underground gasifier.That is to say,the combination of the main shaft of paired P-CRIP and multiple branch horizontal well gasification tunnels is adopted to realise the control of a large number of coal resources in a single gasifier.The completion of the main shaft by well cementation is beneficial for maintaining the integrity of the main shaft and the stability of the main structure.The branch horizontal well is used as the gasification tunnel,but the length and number of retracting injection points are limited,effectively reducing the probability of blockage or failure.The branch horizontal well spacing can be adjusted flexibly to avoid minor faults and large cracks,which is conducive to increasing the resource utilisation rate.In addition,for multi-layer thin coal seams or ultra-thick coal seams,a multi-layer gasifier sharing vertical well sections can be deployed,thereby saving investment on the vertical well sections.Through preliminary analysis,this gasifier design scheme can be realised in engineering,making it suitable for largescale deployment where it can increase the resource utilisation rate and ensure stable and controllable operations.The new gasifier has outstanding advantages in investment economy,and good prospects for application in the commercial UCG projects of medium-deep coal seams.

Deep mine cooling, a case for Northern Ontario:Part Ⅱ

Cooling energy needs, for mines in Northern Ontario, are mainly driven by the mining cooling technologies available and the cost to implement them in a 2500 m deep underground mine. The cooling technologies reviewed herein include mechanical and natural cooling systems, ranging from mechanical chillers to seasonal thermal storages. The economic and operating parameters for each technology were estimated and evaluated according to the mine's energy loads. Including consideration of any combined heat and power benefits of the technology, cooling tower requirements, etc., the resulting cost of implementation for each technology could be ranked. This showed that the natural thermal storage systems and conventional chillers were the most cost-effective, mainly since the natural systems had very low operating cost and the chillers had relatively low capital costs.

深部采矿岩石力学进展

随着煤炭开采日益向深部发展,深部采矿引发的围岩大变形破坏和强冲击动力灾害日益严峻。在深部高地应力、高地温、高渗透压、强采动、强流变及多场耦合的复杂地质力学环境下,深部采场的应力场特征、煤岩体破碎性质、岩层移动及能量的积聚释放规律等均发生了显著变化。针对深部采矿中的岩石力学问题,论述了笔者及团队在深部采煤方法、深部巷道破坏机理与围岩控制、深井热害与地热利用三大方向取得的进展,主要包括:(1)提出了平衡开采理论和实现平衡开采的110/N00工法,进行了千米深井现场工程应用;(2)构建了深部“非均压建井”模式,研发了实现深井稳定提升的SAP系统,形成了可大幅简化井巷工程量和提高矿井采出率的建井方法;(3)研发了多套适用于研究深部岩体在水、高温、高压、结构效应及多场耦合作用下发生宏观破坏的实验系统和可进行微观层面演算的超算系统,揭示了深部软岩大变形破坏机理及多尺度力学特性;(4)研制了深部岩体冲击型和应变型岩爆实验系统,阐述了深部岩体冲击能量沿开挖临空面瞬间释放的非线性动力学行为;(5)提出了深部巷道开挖补偿支护理论,进一步发展了具有高恒阻、高延伸率、强吸能和耐冲击超常力学特性的NPR支护材料和技术;(6)研发了模拟深部高温、高湿和高压环境下的岩体热力学实验系统,提出了热害治理和热能资源化利用方法,建立了深部热害治理与热能综合利用系统(HEMS)。相关研究成果已在深部开采领域得以应用,可为深部采矿面临的复杂岩石力学问题提供借鉴。

深部通风三维仿真模拟研究

随着矿井开采深度的不断增加,井下深部高温热害问题严重,由于深部的恶劣条件导致相关现场研究十分困难,利用通风三维仿真模拟技术进行深部通风系统分析是合理可靠的科学选择。应用Ventsim通风仿真模拟软件对河西金矿通风系统进行三维仿真模拟和系统能量损失分布模拟、河西金矿深部通风系统总需风量的相关计算,在模拟结果与理论计算的基础上,对模拟风量结果与临界需风量结果进行对比分析。为相似条件的深部矿井通风系统的模拟分析研究和降本节能增效提供了案例借鉴和数据参考。

改进YOLOv5的探地雷达常见地下管线识别

针对当前探地雷达(Ground Penetrating Radar,GPR)图像识别准确率低,且小目标识别困难等问题,本文将YOLOv5(You Only Look Once)和ConvNeXt网络相结合,提出一种适用于GPR图像的常见地下管线识别网络ConvNeXt-YOLOv5,显著提高了雷达图像中小目标的识别精度.同时,为了解决因地下管线原始信息不足而导致的模型训练精度低的问题,使用实测GPR图像、时域有限差分法(Finite-Difference Time-Domain,FDTD)与混类增强算法Mixup模拟图像构建数据集.然后,在此数据集上验证了本文所提方法对常见地下管线的识别效果,并用识别后的二维GPR B-scan图像还原出地下管线的三维图像.实验结果表明,对镀锌输水钢管、PVC管、电缆线和含水塑料瓶等常见地下管线进行识别时,ConvNeXt-YOLOv5表现出优良的识别性能.尤其是对PVC管的识别精度提升明显.与YOLOv4、YOLOv5、YOLOv7和Faster R-CNN模型相比,其平均精度均值分别提高了3.83%、2.82%、1.9%和3.72%.同时,三维探地雷达图像更直观的还原了地下管线信息.

深部煤层地下气化选址研究——以东胜气田J148地区为例

从地质构造、水文地质、煤层气化适用性等角度,系统研究了东胜气田J148地区中生界侏罗系中下统延安组延9煤层地下气化的可行性,并探讨了利用深部煤层气化燃空区孔隙层、含水层及该区致密气层进行碳封存的前景。研究结果表明,该区延9煤层埋深1 264~1 285 m、倾角小于1°,煤层稳定性好。气化目标选区内地层断层、节理裂隙不发育,偶有裂隙但断面新鲜、闭合,煤层气化后空腔有较好的密闭性,对煤炭地下气化影响小,有利于气化炉的建设和扩展,可满足规模化煤炭地下气化项目实施。延9煤层顶底板存在连续的隔水层,能阻截地下水对煤层直接充水,有利于地下气化炉布置;顶板隔水层厚度小于导水裂隙带高度,存在垮落导通顶板含水层间接充水的风险,但顶板含水层属弱富水含水层,涌水量小,风险可控;底板隔水层厚度大于隔水层的安全厚度,能有效阻截煤层底板含水层对煤层直接充水的风险。总体而言,延9煤层厚度适中、夹矸少,属低灰、低硫、高热值不黏煤,煤焦反应活性高,具有良好开发前景。针对深部煤层规模化气化开采产生大量的CO_(2)排放,初步探讨了利用煤层燃空区、顶底板含水层和下部致密天然气层进行CO_(2)安全封存可行性。分析认为,在延9煤层气化燃空区孔隙层和顶底板含水层中,可封存煤层气化产生的CO_(2)的60.8%~88.2%;若结合东胜气田上古生界致密天然气开发,用煤气化产生CO_(2)进行天然气驱替与封存,有望实现深部煤层气化开采过程近零碳排放。

经鼻咽喷射局麻药表麻联合深度镇静在气管镜检查中的应用

目的探讨经鼻咽通气道气管内表麻联合深度镇静麻醉方法在气管镜检查中的效果、安全性和可行性。方法选择需行支气管镜检查的患者60例。采用随机数字表法将患者分为2组(n=30):环甲膜局部麻醉组(C组)和鼻咽通气道局部麻醉组(E组)。C组患者在患者入室后经环甲膜穿刺气管内表麻,并常规鼻吸氧疗;E组患者在入室后吸气期经鼻咽通气道喷射诱导咳嗽气管内表麻,并经鼻咽通气道吸氧疗。2组均静脉注射丙泊酚和瑞芬太尼,达到镇静深度(Ramsay>4分)时手术医师置入纤支镜。观察的主要结局是2组患者术中低氧血症发生率;次要结局为入室(T0)、环甲膜穿刺后及鼻咽通气道置入后(T1)、至声门(T2)、至隆突(T3)、清醒时(T4)等时间点的平均动脉压、心率、托下颌、退镜、术中利多卡因总量、手术时间、恢复时间、医生和患者满意度、丙泊酚、瑞芬太尼的用量、咳嗽评分以及其他术中并发症包括术后咽痛、恶心、呕吐和鼻出血的发生率。结果主要结局:与C组比较,E组术中发生低氧血症发生率明显降低(P<0.05)。次要结局:2组利多卡因总量无统计学差异(P>0.05);与C组比较,E组托下颌例数、退镜例数明显减少(P<0.05);与C组比较,E组手术时间明显缩短、医患满意度明显增高、瑞芬太尼用量明显减少(P<0.05);两组恢复时间、丙泊酚用量、咳嗽评分及术后并发症差异均无统计学意义(P>0.05)。结论经鼻咽通气道通气联合喷射局麻药诱导咳嗽的局部麻醉方式,可以防止术中发生低氧血症发生率,缩短手术时间,提高手术医师和患者的满意度。

城市深层地下空间地质环境韧性评估模型与应用

[研究目的]评估城市深层地下空间地质环境韧性有助于提高城市地下空间开发利用的安全性,减少灾害事件造成的经济损失。[研究方法]本文从城市深层地下空间的灾害事件严重度、地质体脆弱性、抵御力、恢复力和适应力等方面出发,建立了城市深层地下空间地质环境韧性多因素综合评估模型,并结合某城市一起突发事件的相关数据对评估模型进行了应用。[研究结果]评估模型具有较高操作性和可行性,可在各种复杂地质环境的城市中开展深层地下空间韧性评估工作;所评价灾害事件的严重度为5.601,属严重水平;地质体的暴露性为5.735,灾损敏感性为6.146,脆弱性综合评价结果为35.247,属脆弱地质体;预警能力指数为1.00,防灾能力指数由原来的5.66提高至灾后的7.00,故抵御力综合评价结果由15.38提高至19.02;通过填砂、地下注浆等措施后,恢复力为2.00,且由于地质环境趋于稳定,地质环境适应力综合分析为1.00。[结论]若受灾害影响,地质环境韧性水平的演化可分为正常、受灾、抵御、恢复、适应和新的正常水平6个阶段,韧性水平曲线呈现出先减小再增大后趋于稳定,且在受灾和抵御的节点处达到最小值。