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| 1 | Theoretical research on construction quality real-time monitoring and system integration of core rockfill dam显示文摘With the enlargement of core rockfill dam construction scale and the improvement of construction mechanization level, the traditional manual construction quality control method is now difficult to meet the quality and safety demands of modern dam construction, so automatic and real-time dam construction quality monitoring with high-techs is urgently needed. The paper makes theoretical research on construction quality real-time monitoring and system integration of core rockfill dam, proposes implementation method and integrated solution of construction quality real-time monitoring of core rockfill dam construction process, realizes refining, all-whether, entire-process and real-time control and analysis on key links of dam construction, and introduces the application of the construction quality real-time monitoring and system integration technology to a practical core rockfill dam project. | ZHONG DengHua CUI Bo LIU DongHai TONG DaWei | 2009 | Science China(Technological Sciences)2009，52，11： | 59 |
| 2 | Real-time compaction quality monitoring of high core rockfill dam显示文摘The conventional quality control method of core rockfill dam construction exhibit difficulty controlling compaction parameters accurately or ensuring construction quality. This is because it is easily influenced by human behavior or lack of adequate management. We therefore establish the timely monitoring indexes and control criteria of compaction processes by considering the characteristics and quality requirements of high core rockfill dam construction. Based on the established indexes and criteria, integrating GPS, GPRS and PDA technologies, a real-time compaction quality monitoring method is proposed. The relevant key techniques are proposed as well, including automatic collection of information and a graphic algorithm for rolling-process visualization. By the proposed method and techniques, a real-time monitoring system is provided to realize the precise automatic online entire-process monitoring of compaction parameters, including compaction pass, rolling trajectory, running speed of roller, vibration status and rolled pavement thickness. The application of the Nuozhadu project shows that the proposed system can control compaction parameters effectively and ensure better construction quality. Therefore, it might become a new way towards construction quality control of high core rockfill dam. | ZHONG DengHua LIU DongHai CUI Bo | 2011 | Science China(Technological Sciences)2011，54，7： | 45 |
| 3 | 3D integrated modeling approach to geo-engineering objects of hydraulic and hydroelectric projects显示文摘Aiming at 3D modeling and analyzing problems of hydraulic and hydroelectric en-gineering geology,a complete scheme of solution is presented. The first basis was NURBS-TIN-BRep hybrid data structure. Then,according to the classified thought of the object-oriented technique,the different 3D models of geological and engi-neering objects were realized based on the data structure,including terrain class,strata class,fault class,and limit class;and the modeling mechanism was alterna-tive. Finally,the 3D integrated model was established by Boolean operations be-tween 3D geological objects and engineering objects. On the basis of the 3D model,a series of applied analysis techniques of hydraulic and hydroelectric engineering geology were illustrated. They include the visual modeling of rock-mass quality classification,the arbitrary slicing analysis of the 3D model,the geological analysis of the dam,and underground engineering. They provide powerful theoretical prin-ciples and technical measures for analyzing the geological problems encountered in hydraulic and hydroelectric engineering under complex geological conditions. | ZHONG DengHua LI MingChao LIU Jie | 2007 | Science China(Technological Sciences)2007，50，3： | 20 |
| 4 | Changes of wetland landscape patterns in Dadu River catchment from 1985 to 2000, China显示文摘基于在 1985 和 2000 遥感图象处理的解释和向量,在在最后二十年的 Dadu 河集水的沼泽地风景模式的空间变化用空间分析被学习方法。由 Apack 软件支持了,沼泽地的索引美化模式被计算,并且信息熵(IE ) 是也介绍了证明沼泽地的变化美化信息。结果证明在这个区域的那处沼泽地风景 patch-corridor-matrix 配置是特征的并且主导地由自然沼泽地组成了。风景模式随着低碎片有点变化了并且从 1985 ~ 2000 在时期期间与部分散布分发显示出集中的分发。使稳定的补丁密度和集中索引的值,和差异,平均索引和 IE 的值显示出细微减少,当优势和分数维的尺寸索引被增加时。沼泽地风景的所有类型在 1985 和 2000 与草地风景有更高的毗邻可能性,并且由于低毗邻矩阵价值在河,冰河,水库和池溏沼泽地之中有极其弱的水文学连接和大空间差距。因为他们的累积贡献通过 PCA 分析超过了 81% ,农业活动将在过去的 15 年期间是到风景变化的主要驱动力[出版摘要] | Laibin HUANG Junhong BAI Denghua YAN Bin CHEN Rong XIAO Haifeng GAO | 2012 | Frontiers of Earth Science2012，6，3： | 17 |
| 5 | NURBS reconstruction of digital terrain for hydropower engineering based on TIN model显示文摘数字地面模型(DTM ) 在 3D 设计,视觉分析和 3D 在大规模水力发出的电力工程的地质的建模起了一个重要作用。作为 3D 可视化的枢轴的基地并且建模, DTM 应该被高精确,更少的存储和井交流在图形的操作期间描绘。考虑数据来源的差异并且利用二数据结构, triangulated 不规则的网络(锡) 和不一致的合理 B 花键(NURBS ) ,新奇方法论为重建设计水力发出的电力的地面被介绍工程。与多来源数据的集成,提高了 Delaunay 算法被介绍重建 TIN DTM,它是在锡和复杂地形学,但是在低记忆的效率的忠诚描写的地面表面。基于 TIN 模型,使用扫描采样和线性插值的节,从分离、不规则、多样的数据的转变到连续、常规的采样代表性的曲线顺序,被认识到。采样数据的适当压缩也被强加为保证下列重建工作被表现。最后,采用 NURBS 技术和 skinning 方法, NURBS DTM,它代表 NURBS 表面并且在精确以后满足要求与加权的错误估计,与中间的数据被重建。同时,有另一成就,地面数据,从采样数据的从起始的数据的数据和其它的二个数据库,为重复被建立有不同要求的有能力的重建。用介绍方法的成功的申请,一个稳定的基础为设计地质的建模,视觉设计和水力发出的电力工程的分析的 3D 被打。 | Denghua Zhong Jie Liu Mingchao Li Caiwei Hao | 2008 | Progress in Natural Science:Materials International2008，18，11： | 11 |
| 6 | Theory and practice of construction simulation for high rockfill dam显示文摘Construction simulation for high rockfill dam (CSHRD) is the technology that takes advantage of computer simulation to observe and analyze a complex construction process, which is useful for construction design and management. In this paper, the domestic and oversea research status of CSHRD is reviewed firstly, along with introduction of their present achievements and deficiencies, and the CSHRD theory is also described. Then, considering the influence of many stochastic factors, integrated simulation for high rockfill dam construction (HRDC) is presented with technologies of cycle operation network (CYCLONE) and computer simulation. It rationally combines two subsystems in HRDC, namely haulage and placement of rockfill subsystem, which reflects the actual construction objectively. Important parameters, such as the haulage intensity and traffic density, are obtained, and the process of CSHRD is represented intuitively in dynamic visualization. All of these help engineers to make rapid decisions in HRDC scientifically. | ZHONG DengHua ZHANG Ping WU KangXin | 2007 | Science China(Technological Sciences)2007，50，z1： | 10 |
| 7 | Application of profile likelihood function to the uncertainty analysis of hydrometeorological extreme inference显示文摘Profile likelihood function is introduced to analyze the uncertainty of hydrometeorological extreme inference and the theory of estimating confidence intervals of the key parameters and quantiles of extreme value distribution by profile likelihood function is described.GEV(generalized extreme value)distribution and GP(generalized Pareto)distribution are used respectively to fit the annual maximum daily flood discharge sample of the Yichang station in the Yangtze River and the daily rainfall sample in10 big cities including Guangzhou.The parameters of the models are estimated by maximum likelihood method and the fitting results are tested by probability plot,quantile plot,return level plot and density plot.The return levels and confidence intervals of flood and rainstorm in different return periods are calculated by profile likelihood function.The results show that the asymmetry of the profile likelihood function curve increases with the return period,which can reflect the effect of the length of sample series and return periods on confidence interval.As an effective tool for estimating confidence interval of the key parameters and quantiles of extreme value distribution,profile likelihood function can lead to a more accurate result and help to analyze the uncertainty of extreme values of hydrometeorology. | LU Fan WANG Hao YAN DengHua ZHANG DongDong XIAO WeiHua | 2013 | Science China(Technological Sciences)2013，56，12： | 8 |
| 8 | Robustness analysis of underground powerhouse construction simulation based on Markov Chain Monte Carlo method显示文摘Scheduling is a major concern in construction planning and management, and current construction simulation research typically targets the shortest total duration. However, uncertainties are inevitable in actual construction, which may lead to discrepancies between the actual and planned schedules and increase the risk of total duration delay. Therefore, developing a robust construction scheduling technique is of vital importance for mitigating disturbance and improving completion probability. In the present study, the authors propose a robustness analysis method that involves underground powerhouse construction simulation based on the Markov Chain Monte Carlo(MCMC) method. Specifically, the MCMC method samples construction disturbances by considering the interrelationship between the states of parameters through a Markov state transition probability matrix, which is more robust and efficient than traditional sampling methods such as the Monte Carlo(MC) method. Additionally, a hierarchical simulation model coupling critical path method(CPM) and a cycle operation network(CYCLONE) is built, using which construction duration and robustness criteria can be calculated. Furthermore, a detailed measurement method is presented to quantize the robustness of underground powerhouse construction, and the setting model of the time buffer is proposed based on the MCMC method. The application of this methodology not only considers duration but also robustness, providing scientific guidance for engineering decision making. We analyzed a case study project to demonstrate the effectiveness and superiority of the proposed methodology. | ZHONG DengHua BI Lei YU Jia ZHAO MengQi | 2016 | Science China(Technological Sciences)2016，59，2： | 6 |
| 9 | Research on analysis method for temperature control information of high arch dam construction显示文摘Temperature control,which is directly responsible for the project quality and progress,plays an important role in high arch dam construction.How to discover the rules from a large amount of temperature control information collected in order to guide the adjustment of temperature control measures to prevent cracks on site is the key scientific problem.In this paper,a mathematic logical model was built firstly by means of a coupling analysis of temperature control system decomposition and coordination for high arch dam.Then,an analysis method for temperature control information was presented based on data mining technology.Furthermore,the data warehouse of temperature control was designed,and the artificial neural network forecasting model for the highest temperature of concrete was also developed.Finally,these methods were applied to a practical project. The result showed that the efficiency and precision of temperature control was improved,and rationality and scientificity of management and decision-making were strengthened.All of these researches provided an advanced analysis method for temperature control in the high arch dam construction process. | ZHONG DengHua,ZHAO ChenSheng & REN BingYu Department of Hydraulic and Hydroelectric Engineering,School of Civil Engineering,Tianjin University,Tianjin 300072,China | 2011 | Science China(Technological Sciences)2011，54，S1： | 6 |
| 10 | Study on coupled 3D seepage and stress fields of the complex channel project显示文摘Seepage is a vital reason that may bring many adverse consequences such as subsidence,inclination and fracture to the channel,and is harmful to the safety and stability of the channel.Thus,a 3D visualization model is established for the engineering geological information of the research channel section by using NURBS-TIN-BRep hybrid data structure.Coupled with the VOF(volume of fluid)method,the N-S(Navier-Stokes)equations are applied to seepage simulation of the research channel section.Then the stability of the channel is studied coupled with the seepage simulation results,to comprehensively analyze the stress and displacement conditions of the channel under the impact of different factors such as seepage and underground goafs.The results of this study illustrate that the channel seepage has great influence on its stability,especially on the displacement field:it will lead to a significant sedimentation to the foundation.Therefore,during the practical construction,it is suggested that the certain part of the channel should be reinforced and effective seepage control measures should be taken. | ZHONG DengHua ZHANG XiaoXin AO XueFei WANG XiaoLing TONG DaWei REN BingYu | 2013 | Science China(Technological Sciences)2013，56，8： | 5 |
| 11 | Effects of Elevated CO_2 and Drought on Plant Physiology, Soil Carbon and Soil Enzyme Activities显示文摘Global climate models have indicated high probability of drought occurrences in the coming future decades due to the impacts of climate change caused by a mass release of CO_2. Thus, climate change regarding elevated ambient CO_2 and drought may consequently affect the growth of crops. In this study, plant physiology, soil carbon, and soil enzyme activities were measured to investigate the impacts of elevated CO_2 and drought stress on a Stagnic Anthrosol planted with soybean(Glycine max). Treatments of two CO_2 levels, three soil moisture levels, and two soil cover types were established. The results indicated that elevated CO_2 and drought stress significantly affected plant physiology. The inhibition of plant physiology by drought stress was mediated via prompted photosynthesis and water use efficiency under elevated CO_2 conditions. Elevated CO_2 resulted in a longer retention time of dissolved organic carbon(DOC) in soil, probably by improving the soil water effectiveness for organic decomposition and mineralization. Drought stress significantly decreased C:N ratio and microbial biomass carbon(MBC), but the interactive effects of drought stress and CO_2 on them were not significant. Elevated CO_2 induced an increase in invertase and catalase activities through stimulated plant root exudation.These results suggested that drought stress had significant negative impacts on plant physiology, soil carbon, and soil enzyme activities,whereas elevated CO_2 and plant physiological feedbacks indirectly ameliorated these impacts. | WANG Yuhui YAN Denghua WANG Junfeng DING Yi SONG Xinshan | 2017 | Pedosphere2017，27，5： | 5 |
| 12 | Construction schedule risk analysis of high roller-compacted concrete dams based on improved CSRAM显示文摘The applied technology of high roller-compacted concrete(RCC) dams is quite complicated because of various risk factors, including the weather condition, supply of concrete aggregate, efficiency of transport machinery and dam surface machinery, and so on. In order to ensure the comprehensiveness, accuracy and objectivity of construction schedule risk analysis, a mathematical model called improved correlated schedule risk analysis model(CSRAM) is proposed in this paper. This model takes into account not only the construction features of high RCC dams, but also the stochastic variations of risk factors with the construction schedule, as well as their comprehensive effects. Using Monte Carlo method to solve this model enables the completion probability of a high RCC dam construction within plan time, and uncertainty analysis of risk factors. Compared with the conventional CSRAM, the improved CSRAM has higher completion probability and more convergent distribution of a simulation period, making analysis results more accurate and closer to actual engineering conditions. Among the ten risk factors selected, efficiency of dam surface machinery and proficiency of workers are found to be of the maximum uncertainty. | ZHONG DengHua YANG ShiRui CHANG HaoTian YU Jia YAN FuGen | 2015 | Science China(Technological Sciences)2015，58，6： | 5 |
| 13 | Evaluation criteria, major types, characteristics and resource prospects of tight oil in China显示文摘Tight oil refers to a petroleum play that occurs in a free or adsorbed state in source rocks or tight reservoir rocks(e.g.,sandstone and carbonate rock)interbedded with or close to source rocks.Tight oil has generally not experienced large-scale,long-distance migration.According to such a definition and its characteristics,10 key indices are proposed for tight oil resource evaluation in China.Tight oil reservoirs are divided into three groups in terms of porosity and permeability.Tight oil can be classified into three types according to the contact relationship between the tight oil reservoirs and source rocks,i.e.,tight lacustrine carbonate oil,tight deep-lake gravity flow sandstones oil,and tight deep-lake deltaic sandstones oil.In China,tight oil resources are widely distributed and significant exploration discoveries have been achieved in the sixth member and seventh member of the Triassic Yanchang Formation in the Ordos Basin,the Permian Lucaogou Formation in the Junggar Basin,the Middle-Lower Jurassic strata of the Sichuan Basin,and the Cretaceous Qingshankou and Quantou Formations in the Songliao Basin.The total geological resources of tight oil in China assessed by using the“analog”method are estimated to be(10.67-11.15)×10^(9) tones.Taking into account of the future prospects of petroleum development,tight oil may become a realistic alternative to the conventional oil resources in China. | Chengzao Jia Caineng Zou Jianzhong Li Denghua Li Min Zheng | 2016 | Petroleum Research2016，1，1： | 5 |
| 14 | Heat-induced Internal Strain Relaxation and its Effect on the Microstructure of Polyacrylonitrile-based Carbon Fiber显示文摘The transformation of the internal strain and its effect on the microstructure of polyacrylonitrile-based carbon fiber during the high-temperature graphitization were investigated.The internal compressive strain within the carbon turbostratic structure was confirmed through a careful analysis by wide-angle X-ray diffraction and Raman spectroscopy.Heat-induced strain/stress relaxation along the fiber axis was observed and was found to have a profound effect on the structure of both the crystallites and microvoids.The results indicated that,the relaxation of residual strain changed the graphite layers from a wrinkled and distorted morphology to a straight and smooth one,and consequently led the crystallites to stack closely and orderly with increasing stack height.The strain relaxation also changed the morphology of crystallites and microvoids,resulting in an anisotropic growth for the latters. | Denghua Li Chunxiang Lu Gangping Wu Yu Yang Zhihai Feng Xiutao Li Feng An Baoping Zhang | 2014 | Journal of Materials Science & Technology2014，30，10： | 5 |
| 15 | Dynamic simulation and optimization approach to construction diversion of hydraulic and hydroelectric projects显示文摘To solve the engineering and scientific problems in construction diversion and its simulation analysis, a complete scheme is presented. Firstly, the complex constraint relationship was analyzed among main buildings, diversion buildings and flow control. Secondly, the time-space relationship model of construction diversion system and the general block diagram-oriented simulation model of diversion process were set up. Then, the corresponding numerical simulation method and 3D dynamic visual simulation method were put forward. Further, the simulation and optimization platform of construction diversion control process was developed, integrated with simulation modeling, computation and visualization. Finally, these methods were applied to a practical project successfully, showing that the modeling process is convenient, the computation and the visual analysis can be coupled effectively, and the results conform to practical state. They provide new theoretical principles and technical measures for analyzing the control problems encountered in construction diversion of hydraulic and hydroelectric engineering under complex conditions. | ZHONG DengHua LI MingChao HUANG Wei LIU Yong | 2009 | Science China(Technological Sciences)2009，52，7： | 4 |
| 16 | Study on integrated calculation of ecological water demand for basin system显示文摘The operation of reservoir(s) has a certain impact on the downstream hydrologic regime,and even endangers the ecological water safety of river corridor and ecosystems which interact with river system.Therefore,ecological operation needs to be carried out in order to ensure ecological water use of downstream zone.The key technological support is the estimation and integrated calculation of ecological water demand.The connotation of the integrated calculation on ecological water demand lies on that the ecological water demand of different ecosystems is integrated to meet the requirements of water allocation and operation on watershed scale in terms of hydrological cycle.Considering the practical requirement of ecological operation of reservoir(s),this study proposed an integrated calculation approach of ecological water demand according to the ecological water demand in various ecosystems as well as the hydraulic connection among them;it established an integrated calculation model of regional ecological water demand by means of the distributed hydrological model,and studied the integrated calculation in Yalong River basin which is the source area of the west route of South-North Water Transfer Project as an example.The results indicated that the integrated calculation model more effectively combined the ecological water demand and hydraulic connection of ecosystems in time and space,compared with the lumped water balance analysis,since the former conquered the defect of insufficient ecological water source and supplement on multiple spatial and temporal scales,and met the demand of ecological operation of reservoir(s). | JIN Xin YAN DengHua WANG Hao ZHANG Cheng TANG Yun YANG GuiYu WANG LingHe | 2011 | Science China(Technological Sciences)2011，54，10： | 4 |
| 17 | Real-Time Spreading Thickness Monitoring of High-core Rockfill Dam Based on K-nearest Neighbor Algorithm显示文摘During the storehouse surface rolling construction of a core rockfilldam, the spreading thickness of dam face is an important factor that affects the construction quality of the dam storehouse' rolling surface and the overallquality of the entire dam. Currently, the method used to monitor and controlspreading thickness during the dam construction process is artificialsampling check after spreading, which makes it difficult to monitor the entire dam storehouse surface. In this paper, we present an in-depth study based on real-time monitoring and controltheory of storehouse surface rolling construction and obtain the rolling compaction thickness by analyzing the construction track of the rolling machine. Comparatively, the traditionalmethod can only analyze the rolling thickness of the dam storehouse surface after it has been compacted and cannot determine the thickness of the dam storehouse surface in realtime. To solve these problems, our system monitors the construction progress of the leveling machine and employs a real-time spreading thickness monitoring modelbased on the K-nearest neighbor algorithm. Taking the LHK core rockfilldam in Southwest China as an example, we performed real-time monitoring for the spreading thickness and conducted real-time interactive queries regarding the spreading thickness. This approach provides a new method for controlling the spreading thickness of the core rockfilldam storehouse surface. | Denghua Zhong Rongxiang Du Bo Cui Binping Wu Tao Guan | 2018 | Transactions of Tianjin University2018，24，3： | 4 |
| 18 | An Ecologically Oriented Operation Strategy for a Multi-Reservoir System: A Case Study of the Middle and Lower Han River Basin, China显示文摘水库群的建设和调度改变了河流的自然流态,对河流生态系统造成了不利影响。本文提出了一种面向生态的水库群调度策略,将河流内不同生态功能所需的生态流量整合到水库群联合调度中,以实现生态流量需求和人类用水需求之间的均衡。该策略耦合了常规优化调度方案和一系列实时生态调度方案。在人类用水需求与生态流量需求冲突较小的时段,水库群调度在保障河流最小流量的前提下采用常规优化调度方案,最大限度地提高人类用水效益。在水库引发的水文改变对河流关键生态功能产生严重影响的时期,水库群调度采用实时生态调度方案,调整下泄流量,从而满足河流生态流量需求。该策略被应用于位于中国汉江中下游流域的一个大型水库群中。模拟调度结果表明,实时生态调度方案保证了河流关键生态功能的生态流量需求,其对人类用水效益的不利影响可通过常规优化调度方案得到部分补偿。本文提出的面向生态的水库群调度策略丰富了考虑生态流量需求的水库群联合调度的理论应用。 | Hao Wang Xiaohui Lei Denghua Yan Xu Wang Shuyue Wu Zhengjie Yin Wenhua Wan | 2018 | Engineering2018，4，5： | 3 |
| 19 | Modeling on Residence Time Distribution in Subsurface Flow Constructed Wetlands by Multi Flow Dispersion Model显示文摘As an important design factor for constructed wetlands,hydraulic retention time and its distribution will affect the treatment performance.Instantaneously injected sodium chloride tracers were used to obtain residence time distributions of the lab scale subsurface flow constructed wetland.Considering the presence of trailing and multiple peaks of the tracer breakthrough curve,the multi flow dispersion model(MFDM)was used to fit the experimental tracer breakthrough curves.According to the residual sum of squares and comparison between the experimental values and simulated values of the tracer concentration,MFDM could fit the residence time distribution(RTD)curve satisfactorily,the results of which also reflected the layered structure of wetland cells,thus to give reference for application of MFDM to the same kind of subsurface flow constructed wetlands. | ZHANG Tao SONG Xinshan LU Shoubo YAN Denghua | 2010 | 湿地科学2010，8，3： | 2 |
| 20 | 3-D Fracture Network Modelling in Hydropower Engineering Based on Optimal Monte Carlo Simulation显示文摘Effectively and accurately modelling the spatial relation of fracture surfaces is crucial in the design and construction of large hydropower dams having a complex underlying geology. However, fracture surfaces are randomly formed and vary greatly with respect to their spatial distribution, which makes the construction of accurate 3-D models challenging. In this study, we use an optimal Monte Carlo simulation and dynamic conditioning to construct a fracture network model. We found the optimal Monte Carlo simulation to effectively reduce the error associated with the Monte Carlo method and use dynamic conditioning to ensure the consistency of the model with the actual distribution of fractures on the excavation faces and outcrops. We applied this novel approach to a hydropower station on the Jinshajiang River, China. The simulation results matched the real sampled values well, confirming that the model is capable of effectively and accurately simulating the spatial relations in a fracture network. | Pan Yue Denghua Zhong Fugen Yan Han Wu Yichi Zhang | 2017 | Transactions of Tianjin University2017，23，4： | 2 |
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