热力耦合作用下深部煤层渗流规律试验研究

为了进一步揭示深部煤岩渗透率的变化规律,进行了高有效应力和高温条件下煤体渗透规律测定试验.结果表明:随着有效应力的增大,煤层渗透率呈现递减趋势;温度升高,煤体出现膨胀现象,渗透率减小.初步提出了热力耦合作用下含瓦斯煤渗透率影响机理,即温度升高,煤固体骨架膨胀,试件内部孔隙裂隙体积减小,瓦斯渗流通道减小,渗透率减小;有效应力增大,煤体孔隙裂隙被压缩,导致渗透率逐渐减小.     

架空天然气管道泄漏事故后果数值模拟研究

针对架空天然气管道泄漏引起的火灾爆炸问题,采用事件树分析泄漏扩散引起的事故后果,并在数值模拟中着重分析了模拟数学模型的选择。在三种不同泄漏孔径、两种不同风速、两种不同运行压力条件下分别应用ALHOA软件对事故后果进行数值模拟,结果表明:泄漏孔径、运行压力与危害影响范围成正比关系;在闪火和蒸气云爆炸中,风速与危害影响范围成反比关系,而风速对射流火灾的热辐射范围基本没有影响。     

Recent shoreline evolution and beach erosion along the central Adriatic coast of Italy: the case of Molise region

A study on the modern dynamics and shoreline changes from 1954 to 2014 of the Molise coast (central Adriatic Sea) has been carried out. Short to long-term shoreline changes and associated surface area variations have been assessed in GIS environment for the study coast, subdivided in nine coastal segments (S1-S9), by using 100-m regularly spaced transects. In addition, the possible influence of natural and anthropogenic factors, especially of climatic variability and engineered shoreline defense structures, has been investigated. The Molise coast has experienced notable long-term erosion (period 1054-2014) that caused an overall coastal land loss of approximately 940,000 m². Erosion was, yet, limited to coastal segments S1 and S7, nearest to the mouths of major rivers, namely Trigno and Biferno, while the major part of the study coast has remained essentially stable or even advanced. Increased shoreline protection by defense structures has generally favoured shoreline stability and frequently generated shoreline advance, except for segments S1 and S7. Observed differences in shoreline change rates over time at the decadal to interannual scale, have not find a response in the analysis of available data on meteo-marine conditions of the Molise coast and climate variability indices, pointing out the need to improve knowledge on meteomarine conditions and on climatic variability forcing of the study area. From 2004 to 2014, the Molise shoreline remained essentially stable. Nonetheless, most recent shoreline changes (period 2011-2014) and modern shoreline dynamics indicate that erosion has become more widespread, involving at least part of segments S2-S3 and S8-S9, located south of the river mouth segments. The localized long-term shoreline retreat and most recent shoreline erosion appear to be primarily related to channel adjustments of the Biferno and Trigno rivers that occurred since the 1950s under the control of human interventions on the rivers, especially the construction respectively of a dam and a check dam along their lower courses, that trap of most of their solid load, affecting so adversely the sediment budget of the river mouths areas and adjacent beaches. Overall data acquired on the recent shoreline evolution and modern shoreline dynamics of the Molise coast and on related causal factors provide a good basic knowledge for regional coastal management purposes, and for further scientific purposes. Particularly, they suggest the opportunity to deepen a number of aspects such as the relationship between the coast and river catchments feeding it, the possible influences on the Molise shoreline dynamics of the neighbouring coasts, the efficiency/obsolescence of defense structures and the present-day vulnerability to coastal erosion of the Molise coast.     

The assessment of the coastal vulnerability and exposure degree of Gran Canaria Island (Spain) with a focus on the coastal risk of Las Canteras Beach in Las Palmas de Gran Canaria

The Coastal Vulnerability and Exposure Degree (CVED) of the Gran Canaria Island and the coastal risk of Playa de Las Canteras (Las Palmas de G.C.) have been assessed by means of a GIS analysis. The evaluation of coastal vulnerability (H) has been performed by using two different levels of analysis: the first one regarding the entire Island (Coastal Vulnerability Index method - CVI), the second one regarding specifically Las Canteras Beach, selected for its socio-economic importance (Coastal Vulnerability Assessment method - CVA). The application of the CVI method, based on geologic-geomorphologic and meteomarine data easily available, has allowed the regional scale assessment of coastal vulnerability (H) along the Gran Canaria coastline and, therefore, the individuation of more critical coast stretches deserving further analysis. The application of the CVA method, based on more specific morphologic-sedimentary beach features that allow to consider both the beach retreat due to storm surge and the coastal inundation due to run-up on the beach, has provided a large scale detail on the coastal vulnerability of Las Canteras Beach. Socio-economic and damage indexes have been determined for the 15 coastal municipalities included in the study area and, by means of the resulting matrix product, the degree of exposure (E_x) along the Gran Canaria coast has been assessed. Finally, the combination of coastal vulnerability and exposure levels has allowed to obtain the Coastal Vulnerability and Exposure Degree (CVED) for the entire Island and the risk levels that characterize specifically Las Canteras Beach. Major results in terms of CVED highlight prevailing low vulnerability and exposure levels along the western coast, and overall high vulnerability and exposure levels along the eastern coast, from Las Palmas de G.C. to San Bartolomé de Tirajana. The focus made on Playa de Las Canteras has allowed to identify the areas characterized by medium and high risk levels that represent approximately one third (940 m) of the entire beach and are located in its central part. The used two-level analysis approach has proved its efficiency by highlighting the degree of coastal vulnerability along the study coast and, especially, more critical coast stretches (CVI method) such as the Playa de Las Canteras that can be successfully analysed with the CVA approach allowing for a large-scale assessment of risk aspects, essential for a correct definition of priority management strategies. Results obtained with the present study, along with the awareness of the increasing phenomena of coastal erosion and marine flooding arising on the mid-long term due to the effects of global climate change, highlight the need for the competent public administrations of Gran Canaria to develop a strategic approach to coastal management and sustainable development that considers as a whole socio-economic values and natural resources, coastal vulnerability and exposure degree, and risk aspects.     

基于统计的百花湖表层水中重金属分布特征

以云贵高原深水湖泊百花湖为研究对象,研究其表层水中9种重金属(As,Hg,Cd,Pb,Fe,Cu,Zn,Mn和Cr)的分布特征并开展溯源研究. 结果表明:各采样点之间重金属含量变化较大,变异系数为5.6%～147%,同一采样点水质中重金属元素含量变化顺序为Fe>Mn>Cr>Zn>Cu>As>Pb>Hg>Cd;地统计分析从空间角度表明百花湖不同水域重金属含量分布差异较大;ρ(Ca)与ρ(Cu),ρ(Pb)的相关系数(R2)分别为-0.771(P<0.01)和-0.692(P<0.05);主成分分析揭示了该湖泊水体重金属含量主要受4个因素的影响(分别解释了总因子的33.88%,19.32%,18.02%和11.81%),其中一些重金属同时受2个以上主成分因素的影响;聚类分析将这9种重金属归为4类,Fe单独为一类,Cd,Pb,Hg,As和Cu为一类,Zn,Cr为一类,Mn独自为一类. 地统计分析、相关性分析、主成分分析和聚类分析的应用使得影响因素复杂的水环境问题的研究相对简单化.      

移动基站远场区功率密度分布和规划控制距离

为掌握畸变条件下移动通讯基站周围功率密度分布,合理确定其规划控制距离,在杭州市主城区选取具有不同网络类型和载波数的2057个移动基站,实测话务高峰期基站周围射频场功率密度.结果表明,畸变条件下GSM基站远场区功率密度S∝r-1.83 (非畸变条件下S∝r-2),决定系数R2=0.80;距基站天线20m内,约85.91%测点功率密度实测值小于非畸变条件下依据天线标称功率和增益计算的理论值.,频数统计结果表明,距天线1~15m范围内,运营商A所属基站S10值(表示有10%的测点功率密度高于该值)比运营商B高10.00%;距天线1~30m内,双网和三网共站基站S10值分别比单网基站高50.31%和57.10%.移动通讯基站规划控制距离以15m为宜,15m外测点功率密度值超过8μW/cm2的基站只占所测基站的0.11%.     

Development and optimization of an Agro-BGC ecosystem model for C4 perennial grasses

Extrapolating simulations of bioenergy crop agro-ecosystems beyond data-rich sites requires biophysically accurate ecosystem models and careful estimation of model parameters not available in the literature. To increase biophysical accuracy we added C₄ perennial grass functionality and agricultural practices to the Biome-BGC (BioGeochemical Cycles) ecosystem model. This new model, Agro-BGC, includes enzyme-driven C₄ photosynthesis, individual live and dead leaf, stem, and root carbon and nitrogen pools, separate senescence and litter fall processes, fruit growth, optional annual seeding, flood irrigation, a growing degree day phenology with a killing frost option, and a disturbance handler that simulates nitrogen fertilization, harvest, fire, and incremental irrigation. To obtain spatially generalizable vegetation parameters we used a numerical method to optimize five unavailable parameters for Panicum virgatum (switchgrass) using biomass yield data from three sites: Mead, Nebraska, Rockspring, Pennsylvania, and Mandan, North Dakota. We then verified simulated switchgrass yields at three independent sites in Illinois (IL). Agro-BGC is more accurate than Biome-BGC in representing the physiology and dynamics of C₄ grass and management practices associated with agro-ecosystems. The simulated two-year average mature yields with single-site Rockspring optimization have Root Mean Square Errors (RMSE) of 70, 152, and 162 and biases of 43, −87, 156 g carbon m⁻² for Shabbona, Urbana, and Simpson IL, respectively. The simulated annual yields in June, August, October, December, and February have RMSEs of 114, 390, and 185 and biases of −19, −258, and 147 g carbon m⁻² for Shabbona, Urbana, and Simpson IL, respectively. These RMSE and bias values are all within the largest 90% confidence interval around respective IL site measurements. Twenty-four of twenty-six simulated annual yields with Rockspring optimization are within 95% confidence intervals of Illinois site measurements during the mature fourth and fifth years of growth. Ten of eleven simulated two-year average mature yields with Rockspring optimization are within 65% confidence intervals of Illinois site measurements and the eleventh is within the 95% confidence interval. Rockspring optimized Agro-BGC achieves accuracies comparable to those of two previously published models: Agricultural Land Management Alternatives with Numerical Assessment Criteria (ALMANAC) and Integrated Farm System Model (IFSM). Agro-BGC suffers from static vegetation parameters that can change seasonally and as plants age. Using mature plant data for optimization mitigates this deficiency. Our results suggest that a multi-site optimization scheme using mature plant data from more sites would be adequate for generating spatially generalizable vegetation parameters for simulating mature bioenergy crop agro-ecosystems with Agro-BGC.     

基于Web的企业安全监管信息系统

针对企业安全监管中信息繁杂、处理困难所导致的监管效率低下等问题,提出一种基于Web的安全监管信息系统.系统采用Browser/Server构架,实现信息管理、实时监控、数据更新与信息抽取.并以某专业测井公司为实例,开发了基于Web的测井安全监管信息系统投入使用,实现了职工信息、培训计划、职业健康、放射剂量、放射源、资质证书、车辆年检、实时提醒等信息管理功能.应用结果表明,系统可变粗放式管理为精细化运作,能有效提高企业安全监管信息化水平.     

几种阴阳离子对磷钨酸光催化降解甲基橙的影响

以磷钨酸为光催化剂,在紫外灯照射下,对甲基橙溶液进行光催化降解,考察了几种阴阳离子对磷钨酸光催化降解甲基橙溶液的影响。结果表明：Mg^2＋、Ca^2＋、NO3^-、SO4^2-和CO3^2-均对催化活性有促进作用,其中Mg^2＋和Ca^2＋仅有微弱的促进作用;NO3^-和SO4^2-随着浓度的增加促进作用也有所增加;CO3^2-则随着浓度的增加促进作用呈下降趋势;Mn^2＋、Al^3＋和Cl^-对光解反应存在较强的抑制作用,且Al^3＋和Cl^-随着其浓度的增加,抑制作用增强。     

硅肥等量施用对土壤镉生物有效性和水稻吸收镉的影响

为研究硅（Si）肥等量施用对水稻不同生育期吸收镉（Cd）和土壤Cd生物有效性的影响,采用5种不同种类的Si肥（SiO₂用量为225 kg ·hm^-2）开展田间小区试验.结果表明,随着水稻生育期的延长,水稻根系和茎叶的Cd含量增加;施用Si肥,不同生育期水稻根系、茎叶和籽粒Cd含量平均分别降低14.9%、28.2%和12.2%;硅钙镁铁肥（SiCaMgFe）和水溶Si肥（SiW）处理,籽粒Cd含量分别比对照处理降低21.1%（P<0.05）和21.2%（P<0.05）;水稻根表铁膜中Cd含量（DCB-Cd）随着水稻生育期延长而增加,施用Si肥,水稻不同生育期DCB-Cd含量有高有低,DCB-Cd是根系Cd含量的15.8%~42.8%;与对照相比,施用Si肥水稻成熟期土壤可交换态Cd （Exc-Cd）含量平均降低36.4%,其它形态的含量平均增加12.5%~48.2%.水稻全生育期根系Cd与Si呈极显著负相关,与DCB-Cd呈极显著正相关,DCB-Cd与土壤有效态Cd和有效态Si呈极显著负相关,土壤Exc-Cd与Carb-Cd呈极显著负相关,土壤有效态Cd与pH值呈显著负相关.施用相同Si肥用量,SiCaMgFe和SiW处理降低水稻Cd含量的效果好;施用Si肥通过提高土壤pH值和土壤有效Si含量、降低土壤有效态Cd和Exc-Cd含量,促进Exc-Cd向Carb-Cd转移,减少根表铁膜对Cd的吸附,从而减少水稻对土壤Cd的吸收.