Research of Surrounding Rock Classification Correction Method

2015 ◽  
Vol 777 ◽  
pp. 74-84
Author(s):  
Hong Liang Deng ◽  
Si Miao Wang ◽  
Ge Chen ◽  
Yang Guo

At present, both at home and abroad of tunnel surrounding rock classification methods and standards are all aimed at tunnel survey and design phase. It is the cause of that surrounding rock classification are very different between design phase and tunnel construction because of the limits of investigation techniques and geological data. It is the key to the real-time construction design problem that Sentenced to a stable state of surrounding rock based on the monitoring data. This paper determines the influence factors of tunnel convergence value clearance and obtained the tunnel convergence value clearance of principal component factor and power based on the statistical analysis of a lot of tunnel monitoring measurement data. It is put forward correction formula of dynamic classification of surrounding rock according to the theory of probability and statistics. The results show that based on the real-time monitoring of tunnel surrounding rock classification method is quite coincident with the actual situation of tunnel excavation in engineering applications.

2013 ◽  
Vol 718-720 ◽  
pp. 837-841 ◽  
Author(s):  
Bi He ◽  
Bin Wang ◽  
Chuan Li ◽  
Tong Yao Yang ◽  
Zhou Chun Cai ◽  
...  

Concrete embedded fiber Bragg grating strain sensors are used to monitor real-time strain of each section in the tunnel surrounding rock supporting structure, and the nonlinear regression analysis method is adopted to analysis the real-time measurement data. By using nonlinear regression analysis method, the strain development status of surrounding rock supporting structure can be grasped timely and the variation trend of the strain value of monitoring point can be predicted, which can provides foundations for judging the stability of tunnel supporting structure.


2014 ◽  
Vol 14 (15) ◽  
pp. 8055-8069 ◽  
Author(s):  
D. A. Healy ◽  
J. A. Huffman ◽  
D. J. O'Connor ◽  
C. Pöhlker ◽  
U. Pöschl ◽  
...  

Abstract. Primary biological aerosol particles (PBAPs) can contribute significantly to the coarse particle burden in many environments. PBAPs can thus influence climate and precipitation systems as cloud nuclei and can spread disease to humans, animals, and plants. Measurement data and techniques for PBAPs in natural environments at high time- and size resolution are, however, sparse, and so large uncertainties remain in the role that biological particles play in the Earth system. In this study two commercial real-time fluorescence particle sensors and a Sporewatch single-stage particle impactor were operated continuously from 2 August to 2 September 2010 at a rural sampling location in Killarney National Park in southwestern Ireland. A cascade impactor was operated periodically to collect size-resolved particles during exemplary periods. Here we report the first ambient comparison of a waveband integrated bioaerosol sensor (WIBS-4) with a ultraviolet aerodynamic particle sizer (UV-APS) and also compare these real-time fluorescence techniques with results of fluorescence and optical microscopy of impacted samples. Both real-time instruments showed qualitatively similar behavior, with increased fluorescent bioparticle concentrations at night, when relative humidity was highest and temperature was lowest. The fluorescent particle number from the FL3 channel of the WIBS-4 and from the UV-APS were strongly correlated and dominated by a 3 μm mode in the particle size distribution. The WIBS FL2 channel exhibited particle modes at approx. 1 and 3 μm, and each was correlated with the concentration of fungal spores commonly observed in air samples collected at the site (ascospores, basidiospores, Ganoderma spp.). The WIBS FL1 channel exhibited variable multimodal distributions turning into a broad featureless single mode after averaging, and exhibited poor correlation with fungal spore concentrations, which may be due to the detection of bacterial and non-biological fluorescent particles. Cladosporium spp., which are among the most abundant fungal spores in many terrestrial environments, were not correlated with any of the real-time fluorescence channels, suggesting that the real-time fluorescence instruments are relatively insensitive to PBAP classes with dark, highly absorptive cell walls. Fluorescence microscopy images of cascade impactor plates showed large numbers of coarse-mode particles consistent with the morphology and weak fluorescence expected of sea salt. Some of these particles were attached to biological cells, suggesting that a marine source influenced the PBAPs observed at the site and that the ocean may be an important contributor to PBAP loadings in coastal environments.


2012 ◽  
Vol 239-240 ◽  
pp. 456-461
Author(s):  
Bu Sheng Tong ◽  
Yu Xiang Lv ◽  
Bei Ge Yang ◽  
Hui Xue ◽  
Shan Zhi

Aim at the shortage of traditional Aeolian vibration fatigue tests and theoretical models for transmission line, the Aeolian vibration monitoring system of transmission line based on the ZigBee wireless network was designed. The system transfer real-time field data of meteorological factors, tension of conductor and acceleration of monitoring nodes to background computer. The line vibration curve integrated directly from the acceleration sensor recorded data will present a serious problem of baseline drift. Therefore, based on least-square theory, a new baseline correction method is proposed to eliminate effect on drifts, and then obtain distortion less vibration curve of transmission line by twice integrations. The system running results show that track fitted with monitoring data is in good agreement with the real recorded trajectory. The system can satisfy the needs of the real time monitoring on transmission line site and be well applied to the calculation of conductor fatigue damage.


2011 ◽  
Vol 110-116 ◽  
pp. 5141-5145 ◽  
Author(s):  
Jaeseung Hong ◽  
Daehyun Kum ◽  
Sung Ho Jin ◽  
Jeong Hun Cho

OSEK OS is a very static system. all of the functionality of the system is already defined in the design phase. During Operation, the change of the system functionalities does not occur. Thus, we propose a optimized implementation of the scheduler for OSEK OS based on predictable system features to improve the functionality of the Real-time system.


Author(s):  
Jan Zelenka ◽  
Philipp Mayr ◽  
Gerhard Pirker ◽  
Andreas Wimmer

To enable sustainable power generation through increasing shares of renewable energy, it is necessary to find flexible solutions that use conventional fossil fuels to compensate for volatile energy production from the wind and sun in order to stabilize the electrical grid. Modern large bore engines fueled by gas are already able to ramp up or shut down production quickly and also provide high efficiency throughout all load conditions. Nevertheless, transient capabilities of these engines must be improved even more in order to compete with diesel engines in applications with the highest transient requirements. To meet these demands, sophisticated actuators and control strategies are required. Testing of these components and strategies should already be conducted in an early development phase using rapid prototyping simulation and measurements on single cylinder engines instead of expensive multicylinder engine tests. The first section of this paper shows how engine controller functions for transient operation based on rapid prototyping models and real-time capable models can be derived and tested. This enables the capabilities of different control strategies to be quantified in order to improve transient performance in an early stage of development. The second section of the paper presents a methodology for transferring the transient behavior of a large multicylinder engine to a single cylinder test bed using a hardware-in-the-loop (HiL) approach with real time capable simulation models. A description of the demands on hardware and software is provided followed by a description of the overall system, after which the application of the real-time capable models on the real-time controllers of the test bed system is introduced. Finally, the models with measurement data from the single cylinder engine are compared with the multicylinder engine with a special focus on block loads and ramping the engine at constant speed.


2013 ◽  
Vol 462-463 ◽  
pp. 308-311
Author(s):  
Hong Hai Zhuang ◽  
Guo Gao Liu ◽  
Xue Wu Zhang ◽  
Zhuo Zhang ◽  
Min Li ◽  
...  

Image mosaic is a wide perspective to create high resolution for image processing, computer graphics and new field of interdisciplinary research. According to the fact that the real-time performance of Harris feature mosaic algorithm is poor, this paper proposes an improved Harris algorithm based on feature point mosaic of principal component analysis to reduce the dimensionality of the feature points. The algorithm constructs feature descriptors with the feature points, and then uses PCA to reduce the dimension of feature vector descriptor to improve the real-time of the algorithm. Experimental results show that the algorithm can realize the underwater image mosaic and improve the real-time performance of the algorithm.


2011 ◽  
Vol 58-60 ◽  
pp. 2101-2104
Author(s):  
Fang Liang Luo ◽  
Li Qian An ◽  
Ling Tao Mao ◽  
Jian Cheng Xu ◽  
Lei Li ◽  
...  

With the coalface excavates, surrounding rock of roadway will occur deformation in different degrees. When the rock deformation exceeds a certain limit, roof fall and spalling would occur. To prevent such accidents, it is very important to monitor deformation of the surrounding rock in real-time. In this paper, Moiré measurement theory is elaborated. The displacement device (GWG200(C)), based on moiré technique, are applied in ventilation tunnel of 1015 working face in Xing Ge Zhang Mine to monitor deformation. The real time datum of deformation are obtained. The system provides technique safeguard for safety production.


2018 ◽  
Vol 2018 ◽  
pp. 1-11 ◽  
Author(s):  
Dinggui Hou ◽  
Xiaojie Yang

Physical modeling of the underground roadway in horizontal strata is carried out by using a newly developed physical modeling approach, the so-called “physically finite elemental slab assemblage (PFESA).” The numerical 2D digital image correlation (DIC) technology is used to carry out the real-time monitoring of the surface displacement of the model in the experimental process, and the axial force monitoring devices called the small bolt (SB) and small constant resistance bolt (SCRB) are designed for the real-time detection of the roadway mechanics data. The displacement information of the whole physical model experiment process is obtained through the DIC technology. The SCRB can be well used to the mechanical monitoring of the deformation and failure of the roadway, though the analysis of the displacement and mechanical monitoring data can get that the change of the mechanical monitoring data of SCRB in advance of the displacement, the information of instability destruction precursor in roadway surrounding rock is the continuous increase of mechanical monitoring value in a short time. The experiment provides reference for the stability monitoring and early warning of the roadway surrounding rock based on a constant resistance and large deformation rock bolt (CRLB).


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