行波测距失效点处的故障测距研究

随着现代微电子技术的飞跃发展和对行波传播规律以及对暂态信号获取方法的进一步掌握，行波故障测距装置已广泛应用于超、特高压输电线路上，但行波测距方法有其固有的缺陷。文章在对行波测距盲区分析研究的基础上，提出了两种能消除行波故障测距盲区的故障定位算法。这两种方法都是利用故障线路重合脉冲来实现故障定位。算法1是将重合闸脉冲进行三次B样条分析后，根据合闸脉冲和合闸脉冲在故障点处的反射波之间的时间差来进行故障定位；算法2是利用故障线路重合过程中一端线路处于合闸而另一端处于断开状态，利用故障边界电流进行构造单端故障定位算法；并以特高压交流输电线路为研究对象，来进行算法的仿真验证。仿真结果表明，该方法能准确地进行故障定位，其精度不受故障点过渡电阻、故障类型、对端系统的阻抗及故障距离的影响。     

小波变换应用于暂态初始行波分析及故障选线选相

在分析输电线路故障后的行波过程的基础上，利用小波变换的奇异性检测原理，提出了一种仅使用电流行波的输电线路故障选线选相方法，该方法可用于行波保护，行波测距和暂态保护。     

现代行波故障测距系统的研制

介绍了一种采用现代行波故障测距技术的架空输电线路故障测距系统的构成、工作原理、功能配置及其在交直流输电系统中的应用实例。该系统由行波采集与处理系统、行波综合分析系统、远程维护系统以及公共电话网等4部分构成，并且集成了A，D，E等3种现代行波故障测距原理以及多种暂态行波波形分析方法。该系统可以同时采集8回线路的暂态电流（来自常规电流互感器二次侧）和暂态电压（来自专门研制的行波耦合器）信号。实际运行表明，该系统具有较高的准确性、可靠性、性能价格比以及较强的适应性和可维护性，其绝对测距误差可达200 m以内。     

输电线路行波故障测距技术在构皮滩水电站的应用

文章介绍了输电线路行波故障测距的两类基本原理,即D型双端行波原理和A型单端行波原理,并总结了实现行波故障测距的关键技术,在此基础上,介绍了构皮滩水电站行波故障测距系统的构成情况。     

利用GPS的输电线路行波故障测距研究

输电线路发生了故障后，故障点将产生向两侧变电站母线运动的行波，利用GPS记录两侧行 波波头到达的时间，可实现输电线路精确故障测距。根据这一原理研制成功的输电线路行波 故障测距装置XC-11已投入试运行。模拟试验结果表明：该装置具有很高的准确度。     

求解频域参数方程的双端故障测距原理

提出一种新的频域法双端测距原理。该测距原理无须知道被测线路的准确参数，而将输电线路电阻、电感、电容等参数作为待识别参数，利用故障暂态电流、电压丰富的频谱信息，结合故障暂态响应中测量点电流、电压频域网络方程，采用参数识别的方法求解故障距离及输电线路参数，克服了传统双端测距方法因线路参数不准确引起的测距误差。EMTP仿真表明该方法具有较高的测距精度。     

基于新相模变换的可控串补线路行波测距方法

含TCSC的输电线路故障测距是较为困难的问题，困难之处在于：TCSC的数学建模较为困难、TCSC安装处存在波阻抗不连续以及MOV启动和保护动作会对行波测距产生影响。此文在理论分析的基础上，提出了一种基于小波理论和新的相模变换的双端行波测距方法。利用搭建的含TCSC输电线路的电磁暂态模型，在经典N和Q值下TCSC动态和稳态工作条件下，针对不同故障位置、不同故障类型、不同过渡电阻和不同故障初相位等各种故障进行仿真，提取了线路两端电流行波的线模分量，并利用小波分析模块分析结果。仿真结果证实了该双端测距方法的有效性，TCSC的存在未影响到该行波测距方法的准确性。     

一种考虑不同期合闸的行波合闸保护新方法

当线路末端故障时，行波在线路末端的反射情况比较复杂，反向电流行波的极性有可能与正向电流行波的极性相反，而此时测距结果又与线路无故障时相同。因此，会造成行波测距式与行波极性比较式合闸保护的不正确动作。根据行波的折、反射理论，分析出当线路无故障时正向电流行波仅在线路末端发生反射，且电流行波的反射系数为-1，而当线路存在故障时，正向电流行波将在故障点发生反射，无论故障是否在线路末端，电流行波的反射系数都不会是-1。根据这一特征，提出了一种新的行波合闸保护方法。从原理上保证了在各种情况下保护都可以正确动作，大量的电磁暂态仿真结果也证明了这一点。     

行波法与阻抗法结合的综合单端故障测距新方法

提出了一种基于小波变换模极大值的行波法与阻抗法相结合的单端故障测距方法。首先用行波法进行单端故障测距，利用故障点的反射行波与入射行波到达测量端的时间差计算故障距离。行波法不用区分故障点的反射波和对端母线的反射波以及相邻线路的折射波，故得到多个测距结果，再用单端阻抗法对行波法测距结果进行筛选，选择最接近的一个结果作为最终测距结果。仿真计算表明，所述测距方法不受故障类型、系统运行方式等因素影响，鲁棒性较强。     

基于故障电流暂态分量的测距研究

提出利用故障生成的电流暂态分量进行故障定位的思想。通过与方向行波测距进行比较，指出两者在利用行波表示的时间-距离对应信息上的一致性。与传统的电流行波测距法相比，该算法无需相邻健全线路的电流，从而具有更 好的适应系统运行方式的能力,并节省了测距装置的模拟和数字输入通道。仿真试验表明， 在合适的小波滤波器和小波分解算法的作用下，暂态测距与利用方向行波测距的精度基本相 同。其在测距精度上同样不受故障类型、接地电阻、线路长度、采样率、系统运行方式的影响，具有良好的波头定位能力。     

SPATIAL AND TEMPORAL WATER QUALITY VARIABILITY IN AQUATIC HABITATS OF A CULTIVATED FLOODPLAIN

The floodplains of lowland rivers contain diverse aquatic habitats that provide valuable ecosystem services but are perturbed when intensively cultivated. Hydrologic, water chemistry and biological (fish) conditions in five aquatic habitats along the Coldwater River, Mississippi, were measured for more than 4 years: the river, two severed meanders that functioned as backwaters, a managed wetland and an ephemeral channel draining cultivated fields. Off‐channel habitats were connected to downstream regions 0.10% to 32% of the dry season and 24% to 67% of the wet season. The median temperatures for the five monitored sites ranged from 18°C to 23°C, the median total solids concentration for all sites was 135 mg L^?1, the median total phosphorus was 0.29 mg L^?1 and the median total nitrogen was 1.56 mg L^?1. Chemical and physical water quality displayed strong seasonal differences between the wet winter/spring and the dry summer/fall periods so that temporal variation consisted of gradual seasonal trends superimposed on strong diurnal variations. All off‐channel habitats exhibited periods of hypoxia and temperatures >30°C during the dry season. Between‐site gradients of water and habitat quality were strongly coupled to water depth and runoff loading. The rehabilitation of one backwater by increasing water depth and diverting agricultural runoff was associated with improved water quality and fish species richness relative to an adjacent untreated backwater. The diversion of polluted runoff and the use of water control structures to maintain greater water depth were observed to be effective management tools, but the former reduces the water supply to habitats that tend to dry up and the latter reduces connectivity. Published in 2011 by John Wiley & Sons, Ltd.     

Spatio‐temporal variation of gross CO2 and CH4 diffusive emissions from Australian reservoirs and natural aquatic ecosystems,and estimation of net reservoir emissions

Carbon dioxide (CO₂) and methane (CH₄) diffusive emissions were measured during two field surveys in Queensland and Tasmania, Australia, using the floating chamber method. Bubbling and degassing emissions in 2010 were estimated in Koombooloomba Dam reservoir using only inverted funnels and gas concentrations, respectively. A total of 14 reservoirs and 16 rivers and lakes were sampled from 2006 to 2010. Spatial variation was substantial within each water body, as well as between them. The main drivers of diffusive emission variation were physiographic region and climate, with a clear demarcation being observed between diffusive emissions from tropical Queensland and temperate Tasmania, and between the humid West Coast Range (Tasmania) and dry Central Plateau (Tasmania). Higher CO₂ and CH₄ diffusive emissions were observed during the dry season, when long water residence times would promote organic matter degradation. Estimated total gross emissions, including diffusive, bubbling and degassing emissions, for Koombooloomba Dam reservoir were about 1.5 × 10⁶ t CO₂eq km² per year, or 24 × 10⁶ t CO₂eq per year. This corresponds to a plant emission factor of 3.18 kg CO₂eq MWh^?1. Using an estimate of terrestrial emissions derived from literature data for the Tully River catchment area, rough estimated net emissions from the catchment area are about 44 kt CO₂eq per year, or 5.83 kg CO₂eq MWh^?1, which is in the lower range of the studied reservoirs.     

Call for Papers

正As the eldest and most distributed professional journal of water industry,Water Wastewater Engineering(W WE)gained very wide acceptance from the colleagues working in this field in this country since start publication in 1964.Now it is administrated by the Ministry of Construction of the People’s Republic of China and sponsored by the China Civil Engineering Society etc.     

Serial discontinuities in a Rocky mountain river. II. Distribution and abundance of trichoptera

River regulation in the headwaters and middle reaches of the Gunnison River, Colorado, significantly altered distributions and abundances of Trichoptera fauna. Twenty-five species were collected from mainstream samples, with the greatest species richness occurring at an unregulated, rhithron segment above the central reach dams. At sites immediately below the three hypolimnial-release dams and a reregulation dam, species richness was reduced 35–90 per cent and abundance > 95 per cent. Net-spinning caddisflies were the dominant trichopterans at unregulated sites; Arctopsyche grandis in the upper reaches (218 organisms, 586 mg dry mass m^?2) and Hydropsyche cockerelli, H. occidentalis and Cheumatopsyche pettiti in the lower river (9041 total organisms, 6621 mg m^?2), downstream from the last dam. The observed distributional pattern of low trichopteran densities in dam tailwaters and high hydropsychid densities at sites 60–80 km below the central reach dams is a classic expression of continuum resets and adjustments in response to stream regulation as predicted by the Serial Discontinuity Concept.     

Surveying for Water Resources

Abstract

A professional Land Surveyor (Geomatician) describes the Hydrogeologists' survey requirements of a major water resources assessment for the government of The Sultanate of Oman (1992 to 1996). The need for objective specifications is stated. Specialist terms like geoid, spheroid, Mean Sea Level are explained and how to relate spheroidal levels to the geoid. Methods like traditional survey, satellite survey, and photogrammetry are introduced. The paper encourages coordinated working for the benefit of water resource assessment and recommends employment of the professional land surveyor for major studies.     

库水波动下库岸边坡地下水浸润线解析解及误差分析

解析法是库岸边坡地下水浸润线计算中便于实际应用的方法,但该方法须基于若干假定并对潜水运动基本方程线性化后才能求解。针对各假定和线性化过程建立不同的地下水渗流数学模型,用解析法和有限元法解答上述数学模型,分析各误差大小及其规律。结果表明：库岸垂直处理带来的误差要小于方程线性化处理和不考虑非饱和渗流带来的误差,而且它们都随渗透系数变大而减小;在三峡库区库水调度情况下,假定库水位等速变化带来的误差对大多岸坡而言可以忽略;计算库岸边坡地下水浸润线时,解析法只适用于水位变化幅度相比含水层厚度较小,且几何边界规则、岩土结构简单、岩土体渗透性较好时的情况。     

Changes in Summer Irrigated Crop Area and Water Use in Southeastern Turkey from 1993 to 2002: Implications for Current and Future Water Resources

Changes in summer irrigated cropland acreage and related water use are estimated from satellite remote sensing and ancillary data in semi-arid Southeastern Turkey where traditionally dry agricultural lands are being rapidly transformed into irrigated fields with the help of water from the Euphrates-Tigris Rivers. An image classification methodology based on thresholding of Landsat NDVI images from the peak summer period reveals that the total area of summer irrigated crops has increased three-fold (from 35,000 ha to over 100,000) in the Harran Plain between 1993 and 2002. Coupled analysis of annual irrigated crop area from remote sensing and potential evapotranspiration based estimates of irrigation water requirements for cotton indicate a corresponding increase in agricultural water use from about 370 million cubic meters to over one billion cubic meters, a volume in accordance with the state estimates. These estimates have important implications for understanding the rapid changes in current agricultural withdrawals in Southeastern Turkey and form a quantitative basis for exploring the changes in future water demands in the region. For example, expansion of irrigated lands have led to a steady decrease in potential evaporation due to increased roughness and decreased humidity deficit in the Harran Plain. Assuming that the changes in future evaporation conditions will be of similar nature, water use for irrigation is expected to decrease over 40 percent in future irrigation sites. Incorporating this decrease in overall planning of the irrigation projects currently under construction should lead to improved management, and by extension, sustainability of water resources in the region.     

The Impact of Economic Development on Water Pollution: Trends and Policy Actions in Malaysia

The paper examines the impact of development activities on water pollution in Malaysia. Hence, the main objective of this paper is not just to examine the trends of development-induced water pollution around the region of the country but to know where the problems are and the policy measures taken by the government. It evaluates the probable causative relationship between problems introduced due to technology employed in water pollution control and governmental policy measures. It examines the relationship between development indicators as sources of pollution and polluted rivers over a period of 12 years. The findings of the paper have shown that despite the policy enforcement actions against the identified sources of water pollution, all the three development indicators (chosen based on those identified sources) still accounted for high percentage of river pollution in Malaysia. The findings of the paper were used to identify the central fact of the location of the problem. Some crucial conclusions of where the problems likely to be, as reflected in the findings, are: (a) the issue of interactive-effects between pollutants that many policy-makers are not aware of. This is when policy measures concentrate only on one source of water pollution; (b) the enforcement strength and/or effectiveness of policy measures themselves; (c) financial constraints to invest in appropriate technology especially sewerage systems for controlling human source of water pollution in the country; as well as those confronting small polluting industries (d) finally, lack of cooperation between government and private business firms to comply with regulatory policies for water pollution control.     

浅淡溢洪道改扩建方案与选择

溢洪道改扩建和进行溢洪道方案布置，要择优选取溢洪道进口型式、防冲消能工，以使其工程量省、施工快、运行管理方便     

Intangible Flood Damage Quantification

Flooding is a natural disaster that may cause tremendous tangibleand intangible damage to the national economy. The tangible damage assessment, i.e. the monetary value of all direct and indirect physical damages, has already been studied, whileintangible damages have not yet been taken into account. Thisarticle, therefore, is the first systematic attempt to assess bothtangible and intangible damages. The new proposed Anxiety-Productivity and Income Interrelationgship Approach (API) has been developed to quantify the intangible damage in monetary terms. The Bangkok area has been selected as the research area because several severe flood events have occurredthere over the last two decades. The 1983 Bangkok flood caused 6600 million baht in damage, according to estimates by the National Statistical Office (NSO). This article examines the totalflood damage (including the intangible damage) at different flood magnitudes. Case studies with and without flood mitigation projects are studied and compared. Furthermore, thisarticle also discusses the improvements over the conventional approach offered by the new API methodology.