城市不同功能区地表灰尘重金属时空动态变化

以贵阳市交通区-城市广场-文教区-住宅区-城中村地表灰尘为研究对象,对不同月份地表灰尘进行跟踪采样分析,研究不同功能区地表灰尘重金属质量比的时空变化特征,并通过内梅罗指数法对灰尘重金属累积程度进行评价。结果表明:1)As、Cd和Pb月质量比最低值出现在6—7月,而Cu、Ni和Zn月质量比最低值出现在11月上旬,各元素月质量比最高值出现的月份不尽相同,但以11—12月为主;2)春冬季地表灰尘重金属质量比高于夏秋季;3)灰尘中Ni、Zn质量比随时间和区域的变化最小,As、Cd、Cu和Pb质量比随时间和区域的变化较大,这4种元素在城市广场累积最重;4)人类活动是影响地表灰尘重金属迁移和累积的重要因素之一,温度、降雨、街道形状和地理位置也是影响地表灰尘重金属含量的因素。     

MODIFIED WATER QUANTITY RECEIVING MODEL FOR FLORIDA CONSERVATION AREAS1

ABSTRACT: The Conservation Areas in South Florida have been considered as one of the major water storage areas to provide a water supply for the Everglades National Park and Lower East Coast (LEC). Due to the increasing water demands of the area, additional backpumping of the surplus runoff from the LEC area into the Conservation Areas has been considered as one of several alternative plans. The Receiving Water Quantity (EPA, 1971) model has been adapted and modified to be applicable in the Conservation Areas to investigate the possible impact of additional inflow under various backpumping cases. The modification of the model included Manning's roughness coefficient, depth of flow, width of hypothetical channels through marsh areas, rainfall input, seepage rate, etc. The use of the Monte Carlo technique for area computations was found to be easy and time saving both in area and weighting rainfall input to each node. Comparison of results generated by this modified model with the recorded values in Conservation Areas 1 and 2A indicated that the model not only can be a very good evaluation tool to simulate the hydraulic regime of the Conservation Areas system but also a proper tool for investigating the impact of additional inflow resulting from the backpumping related to the water use planning and management.     

GEOCHEMICAL INTERPRETATIONS OF GROUNDWATER FLOW SYSTEMS1

ABSTRACT. Interest in the geochemistry of groundwater is increasing owing to the great number of current projects involving underground liquid waste storage, artificial recharge of potable water, accidental contamination of groundwater bodies, sanitary landfills, and pollution monitoring. Geochemical techniques used to facilitate the understanding of a groundwater system range from extremely simple to those requiring sophisticated theories, equipment, and procedures. An interpretation of the simple trilinear diagram for samples collected from the Yucatan Peninsula of Mexico provided evidence that the fresh-water body was only a few tens of meters thick and was underlain everywhere by an extensive body of salt water. A geochemical technique that has been used effectively to identify the source of salt water in coastal aquifers is measurement of the carbon-14 concentrations. Carbon-14 has been used in a regional carbonate aquifer to determine the velocity of groundwater movement, rates of chemical reactions, and distribution of hydraulic conductivity. The application of principles of irreversible thermodynamics to groundwater systems provides a basis for constructing models which permit prediction, over both time and space, of changes in head distribution and chemical character of the water resulting from imposed stresses on the system. In essence, proper application of irreversible thermodynamics combines the potential theory of Hubbert with principles of reversible chemical thermodynamics, such as solution of carbonate minerals, to describe and explain controlling chemical reactions and processes of groundwater systems.     

油田联合站沉降罐小呼吸损耗核算

利用美国石油协会(API)小呼吸损耗核算新公式对国内某油田4个联合站的采出液沉降罐进行了小呼吸损耗核算,并与实测数据进行了对比分析。分析结果表明,API的核算值与实测值的差别较大,相对误差可达90%以上,原因是国内油田采出液沉降罐的现场工况与API公式的模拟条件差别较大。在数据分析的基础上引入平均液体表面温度和平均气体流速两个影响因子对上述公式进行了修正,并利用修正后的公式对另外两个联合站的沉降罐进行了小呼吸损耗核算,核算结果的相对误差降至10%以下。     

DECISION FRAMEWORK FOR SEDIMENT CONTROL IN MUDDY CREEK WATERSHED1

ABSTRACT: The tailwater of Bridgewater Dam, below Lake James, North Carolina, is a designated trout stream. It has environmental attributes for a good cold water fishery with the exception of high suspended sediments. Muddy Creek, a tributary about 1.5 km downstream of the dam, is a major source of sediments. The Muddy Creek Watershed Restoration Initiative was established to develop and implement a sediment control plan. The Watershed Analysis Risk Management Framework was applied to simulate soil erosion and sedimentation and to help determine appropriate action. The simulated sediment concentrations of the river were comparable to observed data from November 1994 to November 2001. For the base condition, the sediment load was 135,000 kg/d from surface erosion and 1,300,000 kg/d from bank erosion. Increasing the buffer strip from existing 50 to 80 percent to 100 percent of stream segments would only reduce surface erosion to 70,400 kg/d with little change in sediment concentrations. Eliminating riverbank erosion would reduce the sediment load from 920,000 to 87,700 kg/d. The bank stabilization project would not only lower suspended sediment concentrations for Muddy Creek, but also reduce the lake sediment accumulation in the downstream Lake Rhodhiss by approximately 13 percent.     

高炉出铁场“电改袋”技术研究与工程示范

20世纪,在炼铁生产过程中,高炉出铁场的除尘基本采用的是电除尘器技术。随着环境要求的提高,许多炼铁厂将电除尘改为布袋除尘——电改袋。"电改袋"通常要利用原有的电除尘器壳体,只改变其内部结构,从而也改变了原除尘器内气流流向。为了预测"电改袋"后各区域气流流向,文章基于CFX商用流体力学计算软件,对除尘器"电改袋"后的气流进行了速度场模拟。模拟研究结果表明:从前到后,各滤室上行风速逐渐增大。对于4滤室的袋式除尘器,第四滤室风量比第一滤室风速大3倍以上。为了克服风量不均衡问题,采用可调式斜向挡板风量分配新工艺,从而对提高袋式除尘器的收尘性能,指导"电改袋"的工程实践具有重要意义。     

地铁隧道不同排烟风速对火灾烟气控制的模拟分析

以某地铁隧道过江段为研究对象,基于CFD数值模拟方法,采用大涡模拟火灾分析软件FDS对相同纵向风速条件下,排烟道内不同排烟风速对地铁列车火灾烟气控制效果的影响进行模拟对比分析,分析结果可为设计单位对在排烟风机的选取提供一定的参考。模拟分析的结果表明,当纵向风速设定为1m/s时,排烟风道内排烟风速为5m/s即能达到较好的地铁列车火灾烟气控制效果。     

空中交通尾流间隔标准的安全性评估分析

为了分析现行尾流间隔的安全性,建立了尾涡安全评估模型,基于国内现行尾流间隔标准,对诱导滚转力矩系数和所需滚转角速度计算数据进行统计,选择所需滚转角速度作为安全性衡量指标。计算分析了气象条件尾涡遭遇严重度的影响,对不同机型类别组合下的所需滚转角速度计算数据进行统计分析。研究结果表明:与滚转力矩系数相比,所需滚转角速度更适合作为尾流安全性的衡量指标;在顶风条件下可适度缩减所需的尾流间隔,提高空管运行效率;不同类别组合下的当量均值可以反映不同类别组合下的安全程度和潜在的间隔缩减潜力,当量标准值则可反映类别中所属机型之间的差异性。     

内循环式生物反应器氧传质及流态特性研究

通过气-液两相普通流化床和内循环式生物反应器(DTBR)的对比研究,发现DTBR具有更好的氧传质能力和氧转移效率。本试验条件下,当表面气速为0.29cm/s时,DTBR的(KLα)20和E4值分别为普通流化床反应器的1.2倍和1.3倍。通过研究影响DTBR混合特性的主要因素,发现表面气速的影响最大,表面液速的影响最小。其它条件相同,表面气速分别为0.29和0.074cm/s时,DTBR的循环时间分别为12s和16s,混合时间分别为76.2s和91.8s。      

利用(HJ/T2.2-93)导则进行排气筒几何高度设计的探讨

确定烟囱高度 ,既要满足大气污染的扩散稀释要求 ,又要考虑节省投资 ,最终保证地面浓度不超过《环境空气质量标准》规定的浓度限值。本文根据 (HJ T2 2— 93)中有关公式 ,经过深一步推导 ,得出孤立排气筒几何高度设计的计算公式。为在一般情况下 ,凡以 (HJ T2 2— 93)为依据的烟囱几何高度设计和环境质量评价工作提供了一个简便、易用的方法。