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941.
This study analyzes the TEC data during 1998–2007, observed by the AREQ (16.5°S, 71.5°W) GPS station to investigate the equatorial ionospheric variations under geomagnetic quiet-conditions. The diurnal TEC values generally have a maximum value between 1330 and 1500 LT and a minimum around 0500 LT. For the seasonal variation, the semi-annual variation apparently exists in the daytime TEC with two peaks in equinoctial months. In contrast, this semi-annual variation is not found in the nighttime. Furthermore, the results of the annual variation show that the correlation between the daytime TEC value and the solar activity factor is highly positive. 相似文献
942.
Todd A. McAlary Paul J. Nicholson Lee K. Yik David M. Bertrand Gordon Thrupp 《Ground Water Monitoring & Remediation》2010,30(2):73-85
Subslab soil gas sampling and analysis is a common line of evidence for assessing human health risks associated with subsurface vapor intrusion to indoor air for volatile organic compounds; however, conventional subslab sampling methods have generated data that show substantial spatial and temporal variability, which often makes the interpretation difficult. A new method of monitoring has been developed and tested that is based on a concept of integrating samples over a large volume of soil gas extracted from beneath the floor slab of a building to provide a spatially averaged subslab concentration. Regular field screening is also conducted to assess the trend of concentration as a function of the volume removed to provide insight into the spatial distribution of vapors at progressive distances away from the point of extraction. This approach minimizes the risk of failing to identify the areas of elevated soil vapor concentrations that may exist between discrete sample locations, and can provide information covering large buildings with fewer holes drilled through the floor. The new method also involves monitoring the extraction flow rate and transient vacuum response for mathematical analysis to help interpret the vapor concentration data and to support an optimal design for any subslab venting system that may be needed. 相似文献
943.
Yue-Ping Xu Martijn J. Booij Yang-Bin Tong 《Stochastic Environmental Research and Risk Assessment (SERRA)》2010,24(5):567-578
With the increase of both magnitude and frequency of hydrological extreme events such as drought and flooding, the significance
of adequately modeling hydrological extreme events is fully recognized. Estimation of extreme rainfall/flood for various return
periods is of prime importance for hydrological design or risk assessment. However, due to knowledge and data limitation,
uncertainty involved in extrapolating beyond available data is huge. In this paper, different sources of uncertainty in statistical
modeling of extreme hydrological events are studied in a systematic way. This is done by focusing on several key uncertainty
sources using three different case studies. The chosen case studies highlight a number of projects where there have been questions
regarding the uncertainty in extreme rainfall/flood estimation. The results show that the uncertainty originated from the
methodology is the largest and could be >40% for a return period of 200 years, while the uncertainty caused by ignoring the
dependence among multiple hydrological variables seems the smallest. In the end, it is highly recommended that uncertainty
in modeling extreme hydrological events be fully recognized and incorporated into a formal hydrological extreme analysis. 相似文献
944.
Chang Hwan Lee Tae-Woong Kim Gunhui Chung Minha Choi Chulsang Yoo 《Stochastic Environmental Research and Risk Assessment (SERRA)》2010,24(3):389-397
Bivariate distributions have been recently employed in hydrologic frequency analysis to analyze the joint probabilistic characteristics
of multivariate storm events. This study aims to derive practical solutions of application for the bivariate distribution
to estimate design rainfalls corresponding to the desired return periods. Using the Gumbel mixed model, this study constructed
rainfall–frequency curves at sample stations in Korea which provide joint relationships between amount, duration, and frequency
of storm events. Based on comparisons and analyses of the rainfall–frequency curves derived from univariate and bivariate
storm frequency analyses, this study found that conditional frequency analysis provides more appropriate estimates of design
rainfalls as it more accurately represents the natural relationship between storm properties than the conventional univariate
storm frequency analysis. 相似文献
945.
George C.Lee 《地震工程与工程振动(英文版)》2010,9(2):145-145
<正>Dear JEEEV Contributors,Readers and Friends,The world community was shocked and deeply saddened two years ago by the 512 disaster and massive losses in Sichuan caused by the Wenchuan earthquake.To commemorate 相似文献
946.
Use of stainless reinforcing steel (SRS) in reinforced concrete (RC) structures is a promising solution to corrosion issues.
However, for SRS to be used in seismic applications, several mechanical properties need to be investigated. These include
specified and actual yield strengths, tensile strengths, uniform elongations and low-cycle fatigue behavior. Three types of
SRSs (Talley S24100, Talley 316LN and Talley 2205) were tested and the results are reported in this paper. They were compared
with the properties of A706 carbon reinforcing steel (RS), which is typical for seismic applications, and MMFX II, which is
a high strength, corrosion resistant RS. Low-cycle fatigue tests of the RS coupons were conducted under strain control with
constant amplitude to obtain strain life models of the steels. Test results show that the SRSs have slightly lower moduli
of elasticity, higher uniform elongations before necking, and better low-cycle fatigue performance than A706 and MMFX II.
All five types of RSs tested satisfy the requirements of the ACI 318 code on the lower limit of the tensile to yield strength
ratio. Except Talley 2205, the other four types of RSs investigated meet the ACI 318 requirement that the actual yield strength
does not exceed the specified yield strength by more than 18 ksi (124 MPa). Among the three types of SRSs tested, Talley S24100
possesses the highest uniform elongation before necking, and the best low-cycle fatigue performance. 相似文献
947.
HCHO is ubiquitous and important chemical constitutes in the troposphere. The concentrations of the HCHO (aq) in the rainwater were measured in the Guiyang city, southeastern of China from May 2006 to April 2007 and 153 discrete samples were collected. Rainwater (N = 151) HCHO (aq) concentrations ranged from lower than method detection limit (MDL) to 40.2 µmol/L with a volume weighted mean value of 7.4 ± 8.8 µmol/L. The strong correlations between HCHO (aq) and HCOO? (r = 0.69, n = 137), HCHO (aq) and nss‐ (r = 0.74, n = 137), HCHO (aq) and (r = 0.67, n = 137), HCHO (aq) and (r = 0.74, n = 133) suggest the significant influence of the anthropogenic input for the HCHO (aq) levels. The concentration levels of rainwater HCHO (aq) was inversely proportional to the amount of rainfall, indicating the below‐cloud process is the most important mechanism for rainwater HCHO (aq) scavenging processes. More than 70% of the HCHO (aq) wet deposition took place during the early stage of the rainfall. According to the air mass back‐trajectory analysis, the rainwater with industrial back‐trajectories coming from the north had the highest levels of HCHO (aq) while the rainwater with the green‐covered or marine back‐trajectories from the southeast had the lowest concentrations, and this indicate the HCHO (aq) originated from urban or industrial regions served as an important source of the rainwater. The annual HCHO (aq) wet deposition flux was calculated as 6.96 mmol/m2 per year and the total deposition flux was estimated as 24.35 mmol/m2 per year, 71.4% of which was dominated by dry deposition. 相似文献
948.
Wind-turbine-wake evolution during the evening transition introduces variability to wind-farm power production at a time of day typically characterized by high electricity demand. During the evening transition, the atmosphere evolves from an unstable to a stable regime, and vertical stratification of the wind profile develops as the residual planetary boundary layer decouples from the surface layer. The evolution of wind-turbine wakes during the evening transition is examined from two perspectives: wake observations from single turbines, and simulations of multiple turbine wakes using the mesoscale Weather Research and Forecasting (WRF) model. Throughout the evening transition, the wake’s wind-speed deficit and turbulence enhancement are confined within the rotor layer when the atmospheric stability changes from unstable to stable. The height variations of maximum upwind-downwind differences of wind speed and turbulence intensity gradually decrease during the evening transition. After verifying the WRF-model-simulated upwind wind speed, wind direction and turbulent kinetic energy profiles with observations, the wind-farm-scale wake evolution during the evening transition is investigated using the WRF-model wind-farm parametrization scheme. As the evening progresses, due to the presence of the wind farm, the modelled hub-height wind-speed deficit monotonically increases, the relative turbulence enhancement at hub height grows by 50%, and the downwind surface sensible heat flux increases, reducing surface cooling. Overall, the intensifying wakes from upwind turbines respond to the evolving atmospheric boundary layer during the evening transition, and undermine the power production of downwind turbines in the evening. 相似文献
949.
Chaoqun Tan Juxiu Tong Yang Liu Bill X. Hu Jinzhong Yang Hong Zhou 《Stochastic Environmental Research and Risk Assessment (SERRA)》2016,30(5):1347-1361
With the development of modern agriculture, large amount of fertilizer and pesticide outflow from farming land causes great waste and serious pollution to surface water and groundwater, and threatens ecological environment and even human life. In this paper, laboratory experiments are conducted to simulate adsorbed Cr(VI) transfer from soil into runoff. A two-layer in-mixing analytical model is applied to analyze laboratory experimental results. A data assimilation (DA) method via the ensemble Kalman filter (EnKF) is used to update parameters and improve modeling results. In comparison with the experimental data, DA updated modeling results are much better than those without the updating. To make predictions better, the inflation method with a constant inflation factor via DA method was used to compensate the fast decrease of ensemble spread partially related to filter inbreeding. Based on the used rainfall and relevant physical principles, the updated value of the incomplete mixing coefficient γ is about 14.0 times of the value of the incomplete mixing coefficient α in experiment 1 and about 7.4 times in experiment 2, while the difference between the flow rate of runoff and infiltration is not so large even after reaching stable infiltration condition. The results indicate the loss of Cr(VI) in soil solute is mainly due to infiltration, rather than surface runoff. With the increase of mixing layer depth, soil adsorption capacity will increase and the loss of soil solute will decrease. The study results provide information for reducing and even preventing the agricultural nonpoint source pollution. 相似文献
950.
Single-core and to a certain extent multi-core lead-rubber bearings have been extensively used in seismic isolation. Yet their behavior is not well understood and experimentation is required to obtain their mechanical properties. A recently developed and validated theory contributed to the understanding of the effects of heating of the lead core on the characteristic strength and ability to dissipate energy of these bearings. Additional results on the theory of heating of lead-rubber bearings are presented in this paper, including readily useable data on the rise of temperature in the steel shim and end plates of these bearings. The results may be used in the assessment of the validity of the theory of lead core heating in single and multi-core lead-rubber bearings and in recently developed multi-core lead-rubber dampers. Examples are presented (including some experimental data) to illustrate the application of the theory. The utility of the presented theory is to reduce the requirements for physical testing of lead-rubber bearings and dampers. 相似文献