BASE FLOW RECESSION RATES,LOW FLOWS,AND HYDROLOGIC FEATURES OF SMALL WATERSHEDS IN PENNSYLVANIA,USA1

This paper examines the relationships between measurable watershed hydrologic features, base flow recession rates, and the Q_7,10 low flow statistic (the annual minimum seven‐day average streamflow occurring once every 10 years on average). Base flow recession constants were determined by analyzing hydrograph recession data from 24 small (>130 km²), unregulated watersheds across five major physiographic provinces of Pennsylvania, providing a highly variable dataset. Geomorphic, hydrogeologic, and land use parameters were determined for each watershed. The base flow recession constant was found to be most strongly correlated to drainage density, geologic index, and ruggedness number (watershed slope); however, these three parameters are intercorrelated. Multiple regression models were developed for predicting the recession rate, and it was found that only two parameters, drainage density and hydrologic soil group, were required to obtain good estimates of the recession constant. Equations were also developed to relate the recession rates to Q_7,10 per unit area, and to the Q_7,10/Q₅₀ ratio. Using these equations, estimates of base flow recession rates, Q_7,10, and streamflow reduction under drought conditions can be made for small, ungaged basins across a wide range of physiography.     

高压输电系统对通信局(站)危险影响中地电流系数的确定

高压输电系统发生接地短路故障时,会产生一个地电位升,对通信局(站)会危险影响,为了计算这个危险影响的大小,首先能够准确的计算出高压输电系统的地电流系数。本文论述了高压输电系统对通信局(站)危险影响中地电流系数的确定,介绍了地电流系数的定义,并分析了不同危险情况下地电流系数的计算。     

SCREEN3模型在大气环境管理中的应用研究

基于高斯扩散的单源估算模式SCREEN3计算佛山市环境统计企业的SO2排放最大落地浓度距离,发现全市工业企业SO2排放最大落地浓度距离为0.4~13.5 km.其中水泥和火电等高架源的最大落地浓度的距离最远.佛山市及五区纳入环境统计的重点废气排放企业平均的SO2排放最大落地浓度距离为2.9~4.9 km,能直接影响国控监测点位的企业合计37家,其中40%为高明区的企业.该结果证明加强空气质量国控监测点位周边至少5 km内废气排放企业的督查有利于空气质量的改善.     

近场脉冲地震下考虑模型不确定性的桥梁时变抗震分析

为了研究近场脉冲地震下桥梁结构的时变抗震性能,以一座常规连续梁桥为研究对象,引入氯离子侵蚀模型,在考虑多种不确定性因素基础上,采用拉丁超立方抽样建立不同服役时期的时变模型样本,运用增量动力分析方法,从能力、需求以及倒塌等方面对算例桥梁的时变抗震性能进行了研究和评价。结果表明:近场脉冲型地震下结构的抗震需求明显大于远场地震;氯离子侵蚀导致钢筋锈蚀后力学性能发生改变,箍筋对核心混凝土约束能力减弱,锈蚀纵筋屈服强度及极限拉应变都降低,导致桥墩的变形能力下降;与地面运动的不确定性相比,模型参数的不确定性对结构的抗震需求均值及离散性影响均不大;随着服役时间延长,钢筋锈蚀加剧,桥墩出现倒塌破坏的概率加大。     

汶川地震中远场深覆盖土层动力反应分析

对上海余山地震台在汶川地震中测得的基岩波地震记录进行频谱特性分析,然后以同济大学教学科研综合楼场地土层为研究对象,应用水平成层土层地震反应的一维有限元方法,分析该深覆盖场地在这一实测地震记录作用下的动力反应,并将其与同济大学强震监测台在汶川地震中获得的地表波记录进行对比.结果表明:汶川地震的远场地震动记录中,基岩波的长...     

咸阳地裂缝成因分析

咸阳地裂缝出现于1992年,以近东西向为主,局部发育为近南北向,水平拉张位移最明显,垂直位移次之,水平扭动位移最小,为拉张兼具左旋地裂缝。咸阳地裂缝的出现位置与区域构造线吻合,说明与区域地质构造环境密切相关,构造带的存在与活动为地裂缝的发育提供了空间条件和力学薄弱界面,而承压水头的急剧下降,最终使地裂缝的出现成为可能。     

大型碳化硅生产园区面源源强及减排指标核算

以某年产25万吨大型碳化硅园区无组织排放面源为例,提出基于多个地面站气象数据的CALPUFF模型地面浓度反推方法,优化流场模拟,使得无组织面源源强核算结果更加准确,并以环境保护目标空气质量达标为原则,核算其大气污染物减排指标,得出具体结论:园区大气污染物SO2、NOX、CO、PM10年排放量分别为449.06t、86.98t、5158.58t、115.06t;无组织排放SO2、CO及PM10的减排比例分别为63.5%、19.2%、42.44%,对应减排量分别为285.16 t/a、990.45 t/a、48.83 t/a。     

呼和浩特城区冬季近地面挥发性有机物污染特征初步研究

挥发性有机物(VOCs)是环境空气监测的主要目标污染物。本文运用罐采样-三级冷阱预浓缩-中心切割-气相色谱(FID)/气质联用法对人群主要活动的近地面不同高度、不同时间段及不同区域的呼和浩特冬季大气环境中挥发性有机物进行定性定量分析。发现典型天气情况下,呼和浩特城区冬季近地面挥发性有机物组分中烷烃和芳香烃占比较高,城区西侧所监测点位挥发性有机物总量(TVOCs)浓度高于其他区域,且其浓度在高度和时段上存在明显差异。     

Point Sampling Digital Imagery with ‘Samplepoint’

Measuring percent occurrence of objects from digital images can save time and expense relative to conventional field measurements. However, the accuracy of image analysis had, until now, not reached the level of the best conventional field measurements. Additionally, most image-analysis software programs require advanced user training to successfully analyze images. Here we present a new software program, ‘SamplePoint,’ that provides the user a single-pixel sample point and the ability to view and identify the pixel context. We found SamplePoint to allow accuracy comparable with the most accurate field-methods for ground-cover measurements. Expert use of the program requires minimal training and its ease of use allows rapid measurements from image data. We recommend SamplePoint for calibrating the threshold-detection level of image-analysis software or for making direct measurements of percent occurrence from digital images.     

Status of the Riparian Ecosystem in the Upper San Pedro River, Arizona: Application of an Assessment Model

A portion of Arizona’s San Pedro River is managed as a National Riparian Conservation Area but is potentially affected by ground-water withdrawals beyond the conservation area borders. We applied an assessment model to the Conservation Area as a basis for monitoring long-term changes in riparian ecosystem condition resulting from changes in river water availability, and collected multi-year data on a subset of the most sensitive bioindicators. The assessment model is based on nine vegetation bioindicators that are sensitive to changes in surface water or ground water. Site index scores allow for placement into one of three condition classes, each reflecting particular ranges for site hydrology and vegetation structure. We collected the bioindicator data at 26 sites distributed among 14 reaches that had similar stream flow hydrology (spatial flow intermittency) and geomorphology (channel sinuosity, flood-plain width). Overall, 39% of the riparian corridor fell within condition class 3 (the wettest condition), 55% in condition class 2, and 6% in the driest condition class. Condition class 3 reaches have high cover of herbaceous wetland plants (e.g., Juncus and Schoenoplectus spp.) along the perennial stream channel and dense, multi-aged Populus-Salix woodlands in the flood plain, sustained by shallow ground water in the stream alluvium. In condition class 2, intermittent stream flows result in low cover of streamside wetland herbs, but Populus-Salix remain abundant in the flood plain. Perennial wetland plants are absent from condition class 1, reflecting highly intermittent stream flows; the flood plain is vegetated by Tamarixa small tree that tolerates the deep and fluctuating ground water levels that typify this reach type. Abundance of herbaceous wetland plants and growth rate of Salix gooddingii varied between years with different stream flow rates, indicating utility of these measures for tracking short-term responses to hydrologic change. Repeat measurement of all bioindicators will indicate long-term trends in hydro-vegetational condition.