矿井涌水量预测的比拟法计算公式待定系数讨论          下载免费PDF全文

陈萍  陈艺迪 《贵州地质》2015,32(2):147-153

以典型矿山多年实际的开采及排水序列资料为基础、相关学科理论为指导,通过对开采及排水资料的"二次开发",探讨了不同水文地质类型矿床的矿井涌水量预测比拟法计算公式中待定系数的特点,以及随开采面积(F)和开采疏干降深(S)的变化趋势和规律。研究结果表明:参数"m"、"n"是随开采疏干降深(S)和开采面积(F)增加而加大的变量;不同类型矿床中参数n值均大于m值;岩溶水充水矿床中参数"m"、"n"相对稳定,而基岩裂隙水充水矿床具有明显的分段性特征。指出了单纯"面积比拟法"、"降深比拟法"对矿井涌水量预测的不合理性,以及在参数"m"、"n"取值中加强水文地质勘查资料综合研究的重要性。  相似文献   

Land use/land cover change detection and prediction in the north-western coastal desert of Egypt using Markov-CA     

《Applied geography (Sevenoaks, England)》2015

Detecting land-use change has become of concern to environmentalists, conservationists and land use planners due to its impact on natural ecosystems. We studied land use/land cover (LULC) changes in part of the northwestern desert of Egypt and used the Markov-CA integrated approach to predict future changes. We mapped the LULC distribution of the desert landscape for 1988, 1999, and 2011. Landsat Thematic Mapper 5 data and ancillary data were classified using the random forests approach. The technique produced LULC maps with an overall accuracy of more than 90%. Analysis of LULC classes from the three dates revealed that the study area was subjected to three different stages of modification, each dominated by different land uses. The use of a spatially explicit land use change modeling approach, such as Markov-CA approach, provides ways for projecting different future scenarios. Markov-CA was used to predict land use change in 2011 and project changes in 2023 by extrapolating current trends. The technique was successful in predicting LULC distribution in 2011 and the results were comparable to the actual LULC for 2011. The projected LULC for 2023 revealed more urbanization of the landscape with potential expansion in the croplands westward and northward, an increase in quarries, and growth in residential centers. The outcomes can help management activities directed toward protection of wildlife in the area. The study can also be used as a guide to other studies aiming at projecting changes in arid areas experiencing similar land use changes.  相似文献   

样本输入方式对极端学习机预报日长变化的影响     

雷雨  蔡宏兵  赵丹宁 《天文研究与技术》2015,(3)

针对极端学习机(Extreme Learning Machine,ELM)用于日长(Length-Of-Day,LOD)变化预报过程中,样本输入方式对预报结果的影响进行了研究。采用跨度、连续和迭代3种样本输入方式对日长变化进行预报。结果表明,不同的样本输入方式对预报结果有很大影响,样本按跨度输入的预报精度最低;样本采用连续输入方式在短期和中长期预报中预报精度较高,但计算速度较慢,较适合中长期预报;样本按迭代输入方式的短期预报精度稍优于连续输入方式,而中长期预报精度则不如连续输入方式,但具有较高的预报效率。这对于日长变化的实时快速预报有着较高的现实意义。  相似文献   

Geoeffective Analysis of CMEs Under Current Sheet Magnetic Coordinates   总被引：1，自引：0，他引：1  

Xueshang Feng  Xinhua Zhao 《Astrophysics and Space Science》2006,305(1):37-47

Using 100 CME–ICME events during 1997.01–2002.11, based on the eruptive source locations of CMEs and solar magnetic field observations at the photosphere, a current sheet magnetic coordinate (CMC) system is established in order to statistically study the characteristics of the CME–ICME events and the corresponding geomagnetic storm intensity. The transit times of CMEs from the Sun to the Earth are also investigated, by taking into account of the angle between the CME eruption normal (defined as the vector from the Sun center to the CME eruption source) and the Sun-Earth line. Our preliminary conclusions are: 1. The distribution of the CME sources in our CMC system is obviously different from that in the ordinary heliographic coordinate system. The sources of CMEs are mainly centralized near the heliospheric current sheet (HCS), and the number of events decreases with the increment of the angular distance from the CME source to the HCS on the solar surface; 2. A large portion of the total events belong to the same–side events (referring to the CME source located on the same side of the HCS as the Earth), while only a small portion belong to the opposite–side events (the CME source located on the opposite side of the HCS as the Earth). 3. The intense geomagnetic storms are usually induced by the same–side events, while the opposite side events are commonly associated with relatively weak geomagnetic storms; 4. The angle between the CME normal and the Sun–Earth line is used to estimate the transit time of the CME in order to reflect the influence of propagation characteristic of the CME along the Sun–Earth direction. With our new prediction method in context of the CMC coordinate, the averaged absolute error for these 100 events is 10.33 hours and the resulting relative error is not larger than 30% for 91% of all the events.  相似文献   

Bias and uncertainty in regression-calibrated models of groundwater flow in heterogeneous media     

Richard L. Cooley  Steen Christensen 《Advances in water resources》2006

Groundwater models need to account for detailed but generally unknown spatial variability (heterogeneity) of the hydrogeologic model inputs. To address this problem we replace the large, m-dimensional stochastic vector β that reflects both small and large scales of heterogeneity in the inputs by a lumped or smoothed m-dimensional approximation γθ_∗, where γ is an interpolation matrix and θ_∗ is a stochastic vector of parameters. Vector θ_∗ has small enough dimension to allow its estimation with the available data. The consequence of the replacement is that model function f(γθ_∗) written in terms of the approximate inputs is in error with respect to the same model function written in terms of β, f(β), which is assumed to be nearly exact. The difference f(β) − f(γθ_∗), termed model error, is spatially correlated, generates prediction biases, and causes standard confidence and prediction intervals to be too small. Model error is accounted for in the weighted nonlinear regression methodology developed to estimate θ_∗ and assess model uncertainties by incorporating the second-moment matrix of the model errors into the weight matrix. Techniques developed by statisticians to analyze classical nonlinear regression methods are extended to analyze the revised method. The analysis develops analytical expressions for bias terms reflecting the interaction of model nonlinearity and model error, for correction factors needed to adjust the sizes of confidence and prediction intervals for this interaction, and for correction factors needed to adjust the sizes of confidence and prediction intervals for possible use of a diagonal weight matrix in place of the correct one. If terms expressing the degree of intrinsic nonlinearity for f(β) and f(γθ_∗) are small, then most of the biases are small and the correction factors are reduced in magnitude. Biases, correction factors, and confidence and prediction intervals were obtained for a test problem for which model error is large to test robustness of the methodology. Numerical results conform with the theoretical analysis.  相似文献   

长治高温气候特征及分析预报     

王正旺  杨艳平  程玉斌  刘颖  宋凯  江渊  薛博 《山西气象》2012,(2):12-15,34

通过对长治市1977年-2004年6月-8月出现≥35℃的高温天气的地理分布特征、时间和强度等统计研究,给出了高温天气的气候背景。从500hPa高空形势分析,归纳出造成高温天气的四种主要环流形势（两槽一脊型、纬向环流型、大陆暖高型、副高控制型）;分析了风、云、降水等气象要素与高温天气的内在联系。通过850hPa高温预报指标站的选取及数值预报产品的统计分析,给出了高温天气的综合性预报模型。  相似文献   

北京奥运会期间NO2浓度降低原因分析   总被引：1，自引：0，他引：1  

晏平仲  王喜全  王自发  吴其重 《气候与环境研究》2010,15(5):609-615

2002～2008年,北京市城区和近郊8月的NO2月均浓度大体呈现逐年下降趋势,其中前5年二者均以每年约10%的降幅下降,2008年发生显著下降,降幅达40%左右。利用嵌套网格空气质量模式系统(NAQPM/IAP),采用敏感性试验方法,评估了气象条件与污染控制措施对北京奥运会期间大气NO2浓度降低的影响,评估不同污染控制措施对NO2浓度降低的作用。研究结果表明,污染控制措施是NO2浓度降低的主要影响因素,其中面源的污染控制措施对于NO2浓度降低的作用最明显。  相似文献   

黔江台水管仪与垂直摆预报效能对比分析     

龚丽文  陈丽娟  吕品姬  张燕  郭卫英  肖家强 《地震》2021,41(4):168-179

水管仪与垂直摆均是通过观测地倾斜变化来捕捉地震前兆信息的定点形变仪器, 但因工作原理和观测频段不同, 其观测结果和异常形态具有一定差异性。 因此, 对两种仪器的不同异常形态进行预报效能评估具有重要意义。 利用异常自动化处理软件, 提取黔江台倾斜仪各测项趋势转折、 速率变化、 破年变和潮汐因子等常见异常, 并结合区域范围内的地震, 对不同异常进行R值评分, 评估不同测项的预报效能。 结果显示: 垂直摆NS分量预报效能最高, 其趋势转折异常和M2潮汐因子异常均具有较好的预报指示意义; 两套仪器的EW分量分别在破年变和速率变化预报效能较高; 而水管仪NS分量预报效能最差, 可能与该测项仪器故障频繁有关。 此外, 不同测项的异常对应的地震分布也具有一定的规律性。  相似文献   

SEISMIC GEOLOGY     

《Abstract of Chinese Geological Literature》2014,(4)

正20141967An Zhanghui(Lanzhou Base of Institute of Earthquake Prediction,CEA,Lanzhou 730000,China);Du Xuebin Study onthe Geo-Electric Field Variation of Sichuan Lushan MS7.0and Wenchuan MS8.0Earthquake(Chinese Journal of Geophysics,ISSN0001-5733,CN11-2074/P,56(11),  相似文献   

Wave run-up on bermed coastal structures     

《Applied Ocean Research》2019

Reliable estimation of wave run-up is required for the effective and efficient design of coastal structures when flooding or wave overtopping volumes are an important consideration in the design process. In this study, a unified formula for the wave run-up on bermed structures has been developed using collected and existing data. As data on berm breakwaters was highly limited, physical model tests were conducted and the run-up was measured. Conventional governing parameters and influencing factors were then used to predict the dimensionless run-up level with 2% exceedance probability. The developed formula includes the effect of water depth which is required in understanding the influence of sea level rise and consequent changes of wave height to water depth ratio on the future hydraulic performance of the structures. The accuracy measures such as RMSE and Bias indicated that the developed formula is more accurate than the existing formulas. Additionally, the new formula was validated using field measurements and its superiority was observed when compared to the existing prediction formulas. Finally, the new design formula incorporating the partial safety factor was introduced as a design tool for engineers.  相似文献