气象影视节目制作中设备的综合运用

文章通过一段气象节目制作的实例,浅析了气象影视节目制作中各种主要设备的综合使用及切换台和非线性编辑系统的主要工作原理.     

信息整合是地震政务网站建设的基础和关键——中国地震局门户网站建设的几点思考

电子政务是国民经济和社会信息化的重要内容,也是当前和今后一个时期我国信息化工作的重点。本文从信息整合的概念及面临的形势阐述了地震政务网站信息整合分类体系构架和面向公共服务的构成,提出了地震政务网站信息整合的新思路。     

地测信息系统及其应用

介绍了一个专门为地测部门设计和开发的软件系统－－地质、测量信息系统（ＭＳＧＩＳ）的应用范围、主要功能,并以系统的具体操作为主线阐述了系统的用户界面、输入输出接口图形生成、地测图形的自动处理和３Ｄ地测模型。     

Comparison of Treatment Efficiency and Energy Consumption of Batch and Continuous Electrocoagulation in Urban Wastewater

In this study, domestic wastewater was used as the electrolyte. The work was carried out with an up-flow tubular reactor, made of stainless steel that was used as cathode, while the anode electrode material was aluminum and varying values of flow regime (25, 50, 75 and 100 mL/s for continuous system), initial pH value (5, 6, 7 and 7.8) and current intensity (10, 15 and 20 A) were applied. For domestic wastewater with natural pH, the effluent pH was >9 in the batch system, while in the continuous system the pH was 8–8.5. Likewise, while the effluent temperature was up to 60°C in the batch system, it was at most 35°C in the continuous system. However, the energy consumption values in the continuous system were considerably lower compared with the batch system. At a current intensity of 10 A, 80 kWh of energy per unit volume was consumed in the batch system, while it was 50 kWh for the continuous system. The present results show that the batch system can be used for small wastewater streams whereas the continuous system can be used for large wastewater streams for domestic wastewater treatment.     

A conceptual hydrogeological model of ophiolite hard-rock aquifers in Oman based on a multiscale and a multidisciplinary approach

Ophiolites are found all over the world: from the Alps to the Himalayas, in Cuba, Papua-New Guinea, New Caledonia, Newfoundland, etc. They are composed of hard rocks—basalt, dolerite, gabbro and peridotite, which are formed at the mid-oceanic ridges, with specific ridge-related tectonic fracturing and intense hydrothermal alteration. Their geological and thus their hydrogeological properties differ from those of both granite or classical gabbro and classical basaltic lava. A conceptual hydrogeological model of these hard-rock aquifers was developed based on the convergent results of a multidisciplinary approach at several spatial scales, from rock-sample (centimetre) to catchment (kilometre), on well-preserved ophiolite rocks in Oman. In ophiolite rocks, groundwater circulation takes place mostly in the fissured near-surface horizon (50 m thick), and, to a lesser degree, in the tectonic fractures. Hydrograph analysis (Water Resour Res 34:233–240, 1977), interpretation of numerous pumping tests using both classical Theis and dual porosity models [Water Resour Res 32:2733–2745, 1996; Comput Geosci J (in press)], and mercury porosity and hydraulic conductivity lab-measurements support the aquifer parameter estimates. The hydraulic conductivity K of the fissured horizon is estimated at 10^–5 to 10^–6 m/s for gabbro and dolerite, and 10^–7 m/s for peridotite. The storage coefficient S of the peridotite aquifer is estimated at 10^–3 and appears to be controlled mainly by microcracks (20 to 100 m wide). Tectonic fractures in the ophiolite have similar hydrodynamic properties regardless of lithology (10^–1<T<10^–4 m²/s and 10^–1<S<10^–3) though the probability of obtaining productive wells is two to three times greater in gabbro and dolerite than in peridotite. Some of the tectonic fractures produce small hydrothermal, hyperalkaline springs in the peridotite. The water budget and hydrochemistry of the Oman ophiolite are characterized and support the conceptual hydrogeological model. Despite low annual rainfall, a relatively low hydraulic conductivity and a significant storage coefficient explain why most of the streams in peridotite are perennial.

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Résumé Les ophiolites se trouvent partout dans le monde : des Alpes à lHymalaya, à Cuba, Papouasie Nouvelle-Guinée, Nouvelle Calédonie, etc. Les ophiolites sont composées de roches dures basaltiques, de dolérites, gabbros et péridotites, qui sont formées aux rides mi-océaniques, avec, en relation avec les rides, une fracturation tectonique et une altération hydrothermale intense. Leurs propriétés géologiques et hydrogéologiques diffèrent de celles des granites ou des gabbros classiques ou des laves basaltiques classiques. Un modèle hydrogéologique conceptuel des aquifères de hard-rock a été développé sur les résultats convergents dune approche multidisciplinaire à différentes échelles spatiales, de léchantillon de roche de quelques centimètres à la taille du bassin versant en kilomètres, des ophiolites bien conservées dOman. Dans les roches ophiolitiques, la circulation des eaux souterraines est surtout localisée dans les fissures dun horizon de surface de plus dune cinquantaine de mètres et à un degré moindre dans les fractures tectoniques. Lanalyse des hydrographes (Water Resour Res 34:233–240, 1977), linterprétation des nombreux essais de pompage utilisant des modèles classiques de Theis et des modèles à double porosité (Water Resour Res 32:2733–2745, 1996; Comput Geosci J (Soumis), la porosité au mercure et la conductivité hydraulique calculée en laboratoire supportent lestimation des paramètres de laquifère. La conductivité hydraulique K de lhorizon fissuré est estimée entre 10^–5 et 10^–6 m/s pour les gabbros et les dolérites, et 10^–7 m/s pour les péridotites. Le coefficient demmagasinement S de laquifère de péridotite est estimé à 10^–3 et semble être contrôlé par les micro-fractures (20 à 100 m de largeur). Les fractures tectoniques dans les ophiolites possèdent des propriétés hydrodynamiques en regard de la lithologie (10-1<T<10-4 m²/s et 10-1/S/10-3) bien que la probabilité dobtenir des puits productifs est trois plus grand dans le grabbro et la dolérite que la péridétite. Quelques unes des fractures tectoniques produisent de petites sources hydrothermales hyperalcalines dans la péridotite. Le bilan hydrologique et hydrochimique de lophiolite dOman caractérise le modèle hydrogéologique conceptuel. Malgré des faibles précipitations annuelles, une relativement basse conductivité hydraulique et un coefficient demmagasinement significatif expliquent pourquoi la plus part des cours deau sur les péridotites ne sont jamais taris.

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Resumen Las rocas ofiolitas se encuentran en muchas partes del mundo desde los Alpes a los Himilaya, Newfoundland, Nueva Caledonia etc. Son rocas duras compuestas de basalto, dolerita, gabro y peridotita que son formadas por los cordones medio-oceánicos y por fracturación relacionada con los cordones tectónicos específicos y alteración hidrotermal intensa. La geología y los propiedades hidrogeológicas varian entre las de granito y gabro clásico y lava de basalto clásico. Se desarrolló un modelo conceptual de los acuíferos de las rocas duras Basado en los resultados convergentes de un enfoce multidisciplinario a varias escalas a partir de muestras de roca (centímetro) a cuenca kilómetro) enfocado en las rocas ofilíticas bien preservados en Oman. En las rocas ofiolíticas la circulación de agua ocurre principalmente en el horizonte de fisuras cercanas a la superficie (>50 m de espesor) y en un grado menos importante en fracturas tectónicas. Los estimados de los parámetros de estos acuíferos se basan en análisis de hidrógrafos (Water Resour Res 34:233–240, 1977), en la interpretación de pruebas de bombeo usando los modelos clásicos de Theis y de porosidad doble (Hamm y Bidaux 1996; Lods y Gouze, [en prensa]), y porosidad de mecurio y conductividad hidraúlica medida en el laboratorio. La conductividad hidraúlica K del horizonte fisurado se estima en 10E-5 a 10E-6 m-s para gabro y dolerita y 10E-7 para peridotita. El coeficiente de abastecimiento S del acuífero peridotita se estima en 10–3 y parece ser controlado principalmente por microfracturas (20 to 100 m de ancho). Las fracturas tectónicas en la ofiolita tienen propiedades hidrodinámicas similares independientes de la litología (10–1<T<10–4 m²/s and 10–1<S<10–3) pero la probabilidad de obtener pozos productivos es dos o tres veces mayor en gabro que en dolerita o peridotita. Algunas de las fracturas tectónicas producen pequeñas descargas de agua hidrotermal hiperalcalina en la peridotita. El presupuesto e hidroquímica de las ofilitas de Omán se caracteriza y apoya en el modelo conceptual hidrogeológico. La baja lluvia anual, una conductividad hidraúlica relativamente baja y un coeficiente de abastecimiento importante explican porqué la mejoría de los drenajes en peridotita es peremne.

     

Study of Wave and Tide Influence on Slope Stability of the Navigation Channel of Tianjin Port

The Tianjin Port is the largest man-made port in China.Since the navigation channel of the Tianjin Port is constructed by dredging,a very important problem,as many people concerned,is the submarine slope stability.As the environment on land is different from that in submarine,it is necessary to evaluate the influence of the environmental loading,such as wave and tide,on the stability of navigation channel slope.In the present study,based on the observed results,the characteristics of the navigation channel slope are summarized,and the causes of creating the special slope shape are analyzed.The roles of waves and tides are evaluated,and failure mechanics are discussed to helq us predict what will happen in the future.     

AOU as indicator of water-flow direction in the central North Pacific

Salinity, preformed phosphate and AOU distribution on the sigma-t surfaces of 26.8 and 27.3 of the central North Pacific Ocean, as well as the topography of these density surfaces, were studied. The direction of water flow suggested by the AOU distribution on these density surfaces was compared to that indicated by the acceleration potential contours on the _t =125 cl/ton and _t =80cl/ton surfaces drawn by Joseph L.Reid, Jr. The disagreements were explained in terms of mixing and possible gradients of primary production at the sea surface. On the 26.8 sigma-t surface a southward flow connecting the westward flow south of the Aleutian chain and the eastward flow farther south, between 175E and 180 is suggested by the AOU distribution but is not implied by the acceleration potential contours. If the circulation pattern at this density surface is similar to that at the sea surface, this southward flow is very likely to be real.     

Janus-Faced Linkages: Understanding External Actors in Community-Based Natural Resource Management in Southern Thailand

In community-based natural resource management, there is an emerging body of research on the work of external actors and their influence in community–resource interrelationships and community management decisions. Contributing to this research, this study examined the work of external actors using findings from semistructured interviews and participant observations conducted in Klong Prasong subdistrict, Krabi Province, Thailand, in mid-2014. The external actors, through Janus-faced linkages, are able to influence community–resource interrelationships and management approaches both positively and negatively. This case study also revealed university researchers, ecotourists, and private investors as non-conventional external actors. By influencing decision-making structures and environmental stewardship, external actors impact on the governance of a community natural resource.     

全球250 m反照率产品算法及验证

反照率是反映地表能量平衡的重要参数之一,也被运用于全球变化与天气预测研究中。为了更好地获取反照率产品,学者们在不断地更新反照率产品和提出新算法。本文主要是在1 km分辨率的全球陆表特征参量（GLASS）反照率产品基础上进一步开发250 m反照率产品。算法思路是利用中分辨率成像光谱仪（MODIS）传感器的250 m分辨率波段提供纹理信息,利用成熟的GLASS 1 km反照率产品提供均值信息,进行数据融合,实现GLASS 1 km反照率产品的降尺度。相比于GLASS 1km反照率产品,250 m产品首先展现出更为丰富的空间细节信息,并且在与地面站点观测数据（北美地区站点数据）直接对比中显示出稍高的验证精度,GLASS 1 km产品的验证精度为0.0257,而250 m产品验证精度0.0235。最后,以北京市为例,基于2003—2013年的产品分析了北京市周边反照率及其变化趋势的空间分布,可以看到250 m反照率产品视觉效果更好,相比于1 km产品能够揭示反照率变化趋势的更多空间细节信息。分析表明,在北京城市化进程中,由于加大了城市绿化,主城区反照率总体呈降低趋势。     

Study on interaction between soil and anchor chain with finite element method

With the development of offshore engineering, deeply embedded anchors are needed to be penetrated to appreciable depth and attached at the pad-eye. The interaction between anchor chain and soil is a very complex process and has not been thoroughly understood yet. In this paper, the finite element method (FEM) was used to study the interaction of soil-chain system. Results of the analysis show that when the attachment point is at a shallow depth, the load-development characteristics of the chain from FEM are in good agreement with that from the model tests and theoretical analysis. But with the depth increment, the results are different obviously in different methods. This phenomenon is resulted from a variety of reasons, and the plastic zone around the chain was studied to try finding the mechanism behind it. It could be seen that the plastic zone extended in different modes at different depths of attachment points. The interaction between the soil and anchor chain makes the load acting on the anchor decrease, but the soil disturbed surrounding the chain increases the anchor failure possibility. When the anchor bearing capacity is evaluated, these two factors should be considered properly at the same time.