草面温度的变化特征及影响因素分析

利用2013年6月~2014年11月青海15个站草面温度观测资料,运用气候统计诊断方法对青海省草面温度的变化特征、草面温度与气象要素的关系等进行了分析。结果表明,草面温度呈一峰一谷的日变化特征,全省草面温度日最低值出现在6时,日最高草面温度出现在14时,说明太阳辐射是影响草面温度日变化的主要因素。月平均最低值出现在12月,为-10.6℃,月平均最高值为18.1℃,出现在7月;各站草面温度的月变化趋势基本一致,最大变温均出现在11月;草面温度的季节变化均表现为夏季春季秋季冬季的气候特征;青海省草面温度变化呈东部高西部低、北部高南部低的特点,说明草面温度的高低受纬度、拔海高度和地理环境的影响比较明显。15个站草面温度与气温、地温均呈显著的正相关,与总云量、低云量呈显著的反相关,全部通过了0.05以上显著性检验水平。无论是晴天、阴天还是多云天,草面温度的日变化均为不光滑的曲线,但不同天空状况下草面温度的日变化趋势基本一致。     

成都市地气地球化学初探——以土壤氡为例

城市地下库中的气体元素（如氧）能透过地面迁移、扩散到地上环境中，不同的地表覆盖材料会有不同的透气性。整个城市地层可以看作是零星分布着“软盖层”网孔的一个大“硬盖层”，表面大多覆盖着如水泥混凝土、地砖、沥青等硬质材料。以成都市土壤氡研究为例，证明在那些网孔和硬覆盖层边缘往往出现地气异常现象。因此，城市地气地球化学引出了新的研究思路，对城市建设和环境评价具有指导性意义。     

汽车座舱环境挥发性有机物测试研究

针对国标未管控的夏季高温状态座舱环境VOC测试,本文对比分析了三种高温VOC测试方法,结果表明ISO/JAMA标准测试过程的设计与实际车辆使用场景较一致,PV3938方法则相对严苛;不同标准辐照方式的差异会造成车内零部件表面温度高低排序差异;JAMA标准条件下车内各零部件表面温度与海南户外曝晒车内平均温度较匹配。     

湖泊水面温度遥感定量反演研究综述

湖泊水面温度与藻类生长密切相关,通过获取水体表层温度信息来监测湖泊水面温度时空动态变化,对于蓝藻水华预警监控具有重要意义。湖泊水面温度遥感定量反演的理论方法与反演地表、海洋表面温度基本相同。本文在介绍遥感反演地表温度原理的基础上,总结了国内外基于热红外波段反演水体表面温度的单窗算法、劈窗算法、多通道算法等几种常用方法,重点分析了各算法的优缺点和反演的主要难点,并对今后在内陆水体藻华预测顸警等方面的应用趋势进行了展望。     

干旱荒漠区域与农牧区交错地带气温地温的变化规律与相关性

本文利用准噶尔荒漠南缘荒漠与农牧区交错地带秋季气温、地表温度、多层地温数据,分析了该区域气温、地表温度、多层地温的变化及相互影响规律,进行了气温与地表温度、气温与各层地温、地表温度与各层地温及各层地温之间的相关性分析,结果表明:地温随着地层深度的增加,地面保温作用使得地温受到气温的影响逐渐降低。气温与地表温度相关性最高,随着地层深度越深,气温与地温之间的相关性系数随之降低;地温之间的相关性是随着深度差的增加而降低,表明各层的温度之间影响的程度从近到远逐渐降低。     

古尔班通古特沙漠公路扰动带植被恢复研究

古尔班通古特沙漠区域伴随多条沙漠公路的修筑，公路沿线形成了生态扰动带（包括施工扰动带和运营扰动带）。它使地表空气流场改变、地表覆被剥离、风沙源出现、地表径流过程受阻、地表水分重分配以及生境隔离。野外考察和样品分析表明，扰动带的植被恢复取决于消面稳定性、降水的地表分配、时间、地下水位、种源和风场等因素，并初步总结出如下规律：①草方格内部表面沙层的有机质随时间逐渐增多；②草方格固沙措施加速了植被恢复的速度；③迎风坡自然覆沙，种子易于着床和萌发；④路肩上形成长营养期的中生植物，边坡形成旱生植物，路边优动带内的植被恢复情况因水分条件而变化；⑤植被恢复与时间成正比，演替过程为：短命植物、三芒草→蒿类→梭梭或白梭梭。最后提出改进草方格沙障的材料、增加土壤的有机质含量、使用干水、适时播种等恢复措施。     

大连市大气中气态总汞的时间分布特征研究

为研究大连市大气中气态总汞的时间分布特征,采用Lumex RA-915AM型测汞仪对大连市气态总汞进行了长达一年(2015年)的连续监测。结果表明:2015年大连市气态总汞年平均值为3.72 ng/m3;季节浓度高低顺序为春季夏季冬季秋季;月均值最大值出现在夏季,日均值最大值出现在春季;春季气态总汞浓度白天明显高于夜间,而夏季则白天明显低于夜间,秋季、冬季白天与夜间气态总汞浓度没有明显差别。     

气象因素对成都市主要大气污染物影响的非参数分析

通过获取2014年成都市大气污染物和气象因素的在线监测数据,分析大气污染物的时间变化规律,并采用Spearman秩相关系数来分析污染物逐日浓度和气象因素的相关性。结果显示,SO_2、NO_2、CO、PM_(10)和PM_(2.5)夏季浓度最低,冬季最高,O_3则夏季最高,冬季最低;受秸秆露天焚烧影响,5月各污染物浓度均出现一个小高峰。温度和风速均与O_3显著正相关,与其他污染物显著负相关;大气压则相反;相对湿度与各污染物均显著负相关,但在严重污染时与颗粒物显著正相关。     

川西高原植被和陆面温度变化

川西高原是我国南水北调西线工程的引水区,是我国长江上游地区的一个重要水资源补给区,研究川西高原植被覆盖和陆面变化具有非常重要的意义.利用MODIS反演的NDVI和LST资料,分析了川西高原地区植被和陆面温度的变化.高原的NDVI和LST变化趋势有明显的季节差异.春季高原的NDVI表现为南少北多的趋势,夏季高原的NDVI变化不明显.秋季和冬季,高原大部分地区的NDVI表现为减少的趋势,冬季的NDVI减少最明显.春季高原的陆面温度表现为降低的趋势,夏季高原陆面温度为增加趋势.在秋季,高原的西部和西北部地区,陆面温度是增加的,高原南部和东部地区陆面温度有比较明显的降低趋势.在冬季,高原主体陆面温度表现为比较明显的增温趋势.在春季和冬季,高原主体部分的NDVI和LST变化相反.夏季和秋季,高原主体部分的NDVI和LST的变化趋势一致.     

沥青废气燃烧处理技术

在不同温度、不同沥青废气与天然气混合比及不同催化剂的条件下,用燃烧法对沥青熔化中产生的废气进行处理,研究其最佳处理效果,降低沥青废气排放浓度和废气中有害物质的浓度,解决了沥青废气严重污染环境的问题。     

Thermal Characteristics of Stormwater Runoff from Asphalt and Sod Surfaces1

Abstract: Urban impervious surfaces absorb and store thermal energy, particularly during warm summer months. During a rainfall/runoff event, thermal energy is transferred from the impervious surface to the runoff, causing it to become warmer. As this higher temperature runoff enters receiving waters, it can be harmful to coldwater habitat. In an urban watershed, impervious asphalt surfaces (roads, parking lots, and driveways) and pervious residential lawns comprise a significant portion of the watershed area. A paired asphalt‐turfgrass sod plot was constructed to compare the thermal runoff characteristics between asphalt and turfgrass sod surfaces, to identify meteorological variables that influence these thermal characteristics, and to evaluate evaporative heat loss for runoff from asphalt surfaces. Rainfall simulations were conducted during the summers of 2004 and 2005 under a range of climatic conditions. Asphalt surface temperatures immediately prior to rainfall simulations averaged 43.6°C and decreased an average of 12.3°C over 60 min as rain cooled the surface. In contrast, presimulation sod surface temperatures averaged only 23.3°C and increased an average of 1.3°C throughout the rainfall events. Heat transferred from the asphalt to the runoff resulted in initial asphalt runoff temperatures averaging 35.0°C that decreased by an average of 4.1°C at the end of the event. Sod runoff temperatures averaged only 25.5°C and remained fairly constant throughout the simulations. Multivariable regression equations were developed to predict (1) average asphalt surface temperature (R² = 0.90) and average asphalt runoff temperature (R² = 0.92) as a function of solar radiation, rain temperature, and wind speed, and (2) average sod surface temperature (R² = 0.85) and average sod runoff temperature (R² = 0.94) as a function of solar radiation, rain temperature, rain intensity, and wind speed. Based on a heat balance analysis, existing evaporation equations developed from studies on lakes were not adequate to predict evaporation from runoff on a heated impervious surface. The combined heat from the asphalt and sod plots was an average of 38% less than the total heat had the total area consisted solely of asphalt.     

Contaminant Retention Potential of Forested Filter Strips Established as SMZs in the Piedmont of Georgia1

Abstract: It is common practice in the United States and elsewhere to maintain vegetated filter strips adjacent to streams to retain contaminants in surface runoff. Most research has evaluated contaminant retention in managed agricultural field strips, while relatively few studies have quantified retention in forested filter strips, particularly for dissolved contaminants. Plot‐scale overland flow experiments were conducted to evaluate the efficiency of natural forested filter strips established as streamside management zones (SMZs) for retaining phosphorus (P), atrazine, and picloram transported in runoff. Retention was evaluated for five different slope classes: 1‐2, 5‐7, 10‐12, 15‐17, and 20‐22%; two cover conditions: undisturbed forest floor (O horizon intact) and forest floor removed by raking; and two periods with contrasting soil moisture conditions: summer‐dry and winter‐wet season. Surface flow was collected at 0, 2, 4, 6, and 10 m within the filter strip to evaluate changes in solution concentration as it moved through the O horizon and the surface soil horizon mixing zone. On average, a 10 m length of forested SMZ with an undisturbed forest floor reduced initial solution concentration of total dissolved P by 51%, orthophosphate P by 49%, atrazine by 28%, and picloram by 5%. Percentages of mass retention through infiltration of water plus concentration reductions in runoff were 64% for total dissolved P, 62% for orthophosphate P, 47% for atrazine, and 28% for picloram for undisturbed forest floor conditions. Lower retention occurred following forest floor removal, particularly for P. Average dissolved P retention was 16% lower following forest floor removal. For undisturbed sites, differences in retention were more closely related to forest floor depth than to slope or antecedent soil moisture. These results indicate that forested SMZ filter strips provide a significant measure of surface water protection from dissolved P and herbicide delivery to surface water.     

Effect of varying the phosphorus content of dairy cow diets on losses of phosphorus in overland flow following surface applications of manure

The increasing use of concentrate feedstuffs within Northern Ireland dairy systems has resulted in significant farm gate phosphorus (P) surpluses, and these have contributed to increased soil P levels and risk of P loss to overland flow. However, the P content of feed concentrates can be lowered without compromising animal performance. This study focuses on P losses from grassland and evaluates how adjusting the P content of manure impacts on the P composition and concentration in overland flow. Dairy cows were offered diets containing 5.3 to 3.0 g P kg(-1) dry matter (DM) and produced manures with a range of P contents. Manure was applied at a rate of 50 m3 ha(-1) to 0.5-m2 grassland plots, and simulated rainfall (40 mm h(-1)) was applied repeatedly 2, 9, 28, and 49 d after during the summer, winter, and spring. Decreasing the P content in the diet, from the highest to the lowest P treatment (43%), produced a proportionately greater reduction in manure TP content (63%), but reductions were not exclusively in the water-soluble fraction. Following surface applications of manure, P concentrations in overland flow increased in all seasons (P < or = 0.001), while the greatest impact of varying the manure P content was most evident during the first simulated overland flow event. When diet P content was reduced from 5.4 to 3.0 g P kg(-1) DM, a statistically significant reduction in runoff P concentration was observed in all seasons. Elevated P concentrations in overland flow were observed for 28 d in spring and 9 d in summer and winter. The large drop in P concentrations between simulated rainfall events on Day 2 and Day 9 suggests that increasing the time interval between manure application and the generation of overland flow has a greater impact on P losses than does varying the dietary P content.     

Leachability of dissolved chromium in asphalt and concrete surfacing materials

Leachate metal pollutant concentrations produced from different asphalt and concrete pavement surfacing materials were measured under controlled laboratory conditions. The results showed that, in general, the concentrations of most metal pollutants were below the reporting limits. However, dissolved chromium was detected in leachate from concrete (but not asphalt) specimens and more strongly in the early-time leachate samples. As the leaching continued, the concentration of Cr decreased to below or close to the reporting limit. The source of the chromium in concrete pavement was found to be cement. The concentration of total Cr produced from leachate of different cement coming from different sources that was purchased from retail distributors ranged from 124 to 641 μg/L. This result indicates that the potential leachability of dissolved Cr from concrete pavement materials can be reduced through source control. The results also showed that the leachability of dissolved Cr in hardened pavement materials was substantially reduced. For example, the concentration of dissolved Cr measured in actual highway runoff was found to be much lower than the Cr concentration produced from leachate of both open and dense graded concrete pavement specimens under controlled laboratory study. It was concluded that pavement materials are not the source of pollutants of concern in roadway runoff; rather most pollutants in roadway surface runoff are generated from other road-use or land-use sources, or from (wet or dry) atmospheric deposition.     

EFFECTS OF VARIABLE DISCHARGE SCHEMES ON DISSOLVED OXYGEN AT A HYDROELECTRIC STATION1

ABSTRACT: The effects of variable discharges during the summer on the dissolved oxygen (DO) content and water temperature upstream and downstream of the Conowingo Hydroelectric Power Station were investigated. The DO dynamics are controlled primarily by meteorological factors that are independent of the mode of hydrostation operation. DO stratification occurred during the summer in Conowingo Pond, but thermal stratification was not observed. The magnitude and duration of off-peak discharges including a run-of-the-river operation did not affect DO stratification in Conowingo Pond; little vertical mixing occurred. However, strong winds and/or high river flows temporarily destroyed DO stratification. The run-of-the-river operation or off-peak continuous discharge schemes did not provide better DO conditions downstream of the hydrostation than the peaking operation with intermittent off-peak releases. A statistical model predicted that a DO of 5 ppm occurs 0.6 miles downstream of the powerhouse when the natural river flow is consistently greater than 15,000 cfs and water temperature is less than 80°F. A mean daily DO of at least 4 ppm was predicted to occur over 80 percent of the time during the 92-day summer period. Farther downstream (1.3 miles from the powerhouse) a mean daily DO of at least 4 ppm was predicted to occur 90 percent of the time in summer.     

LAKE HURON SURFACE WATER TEMPERATURE MAY – NOVEMBER, 19661

ABSTRACT. Data from seven vessel cruises from late May to early November permitted definition of the surface water temperature regime of Lake Huron on a monthly basis. Quantitative values are furnished for a portion of the warming, stable, and cooling periods. The lowest temperatures occurred near the center of the lake, southwest of Manitoulin Island, and at De Tour Passage. The highest temperatures occurred at the mouth of Saginaw Bay and in the southernmost portions of the lake. Comparison of the surface water temperatures with temperatures in the 21 - 30 m layer shows the heat storage lag characteristic of large lakes.     

Degradation of oilwell cement due to exposure to carbonated brine

The growing interest in geologic carbon sequestration has highlighted the need for more data on how well cements react to CO₂ exposure. This paper describes a series of experiments that was conducted to examine the effects of flowing carbonated brine on well cements. Class H cement pastes were exposed to the ranges of temperature (20–50 °C) and pH (2.4–5) characteristic of geosequestration conditions at a depth of about 1 km. The exposed cements and the reactor effluents were analyzed using multiple techniques including optical microscopy, X-ray diffraction, EPMA, and ICP-OES. The results showed that if the solution was pre-equilibrated with calcium carbonate, as would be expected in a limestone formation, there was no detectable attack. However, under the pH and temperature conditions to be expected in a sandstone formation, the initial rate of attack was on the order of millimeters per month. The outer layers of the cements reacted under sandstone-like conditions were fully degraded based on the results of the XRD and EPMA analyses. Inside the degraded layers there was a calcium carbonate-rich layer, a layer depleted of calcium hydroxide, and an unreacted cement core. The rate of degradation of the cement in these experiments was controlled by the rate of dissolution of the calcium carbonate-rich layer, after its formation, and diffusion through the fully degraded layers.     

Utilization of cement kiln dust (CKD) in cement mortar and concrete—an overview

Solid waste management is one of the major environmental concerns around the world. Cement kiln dust (KKD), also known as by-pass dust, is a by-product of cement manufacturing. The environmental concerns related to Portland cement production, emission and disposal of CKD is becoming progressively significant. CKD is fine-grained, particulate material chiefly composed of oxidized, anhydrous, micron-sized particles collected from electrostatic precipitators during the high temperature production of clinker. Cement kiln dust so generated is partly reused in cement plant and landfilled. The beneficial uses of CKD are in highway uses, soil stabilization, use in cement mortar/concrete, CLSM, etc.Studies have shown that CKD could be used in making paste/mortar/concrete. This paper presents an overview of some of the research published on the use of CKD in cement paste/mortar/concrete. Effect of CKD on the cement paste/mortar/concrete properties like compressive strength, tensile strength properties (splitting tensile strength, flexural strength and toughness), durability (Freeze–thaw), hydration, setting time, sorptivity, electrical conductivity are presented. Use of CKD in making controlled low-strength materials (CLSM), asphalt concrete, as soil stabilizer, and leachate analysis are also discussed in this paper.     

升钟水库富营养状况及生物群落调查评价

根据2008～2009年对升钟水库的逐月监测结果,采用综合营养状态指数法,对湖泊富营养化现状进行了评价,并对水库的浮游植物群落种类和密度进行了定性定量分析。结果表明,水库目前处于中营养状态,但在初夏和秋季由于温度和降水等气象条件的影响,可达到轻度富营养,其程度随季节变化明显：初夏和初秋形成高峰,冬、春季为低谷。从生物群落分析,浮游植物种类及密度在不同季节差别较大,初春及夏季的较其他季节多、冬季最低,优势种为蓝绿藻和硅藻。     

Utilization of cement kiln dust (CKD) in cement mortar and concrete—an overview

Solid waste management is one of the major environmental concerns around the world. Cement kiln dust (KKD), also known as by-pass dust, is a by-product of cement manufacturing. The environmental concerns related to Portland cement production, emission and disposal of CKD is becoming progressively significant. CKD is fine-grained, particulate material chiefly composed of oxidized, anhydrous, micron-sized particles collected from electrostatic precipitators during the high temperature production of clinker. Cement kiln dust so generated is partly reused in cement plant and landfilled. The beneficial uses of CKD are in highway uses, soil stabilization, use in cement mortar/concrete, CLSM, etc.Studies have shown that CKD could be used in making paste/mortar/concrete. This paper presents an overview of some of the research published on the use of CKD in cement paste/mortar/concrete. Effect of CKD on the cement paste/mortar/concrete properties like compressive strength, tensile strength properties (splitting tensile strength, flexural strength and toughness), durability (Freeze–thaw), hydration, setting time, sorptivity, electrical conductivity are presented. Use of CKD in making controlled low-strength materials (CLSM), asphalt concrete, as soil stabilizer, and leachate analysis are also discussed in this paper.