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11.
F. W. L. Kho B.Sc. P. L. Law B.SCE. M.SCE. M.Sc. Sc.D. S. H. Ibrahim M.S.c Ph.D. J. Sentian B.Sc. M.Sc. 《International Journal of Environmental Science and Technology》2007,4(1):27-34
This paper predicts and compares the carbon monoxide (CO) concentration levels along Sembulan Road for years 2004 and 2014 using CAL3QHC air dispersion model at two major locations, i.e., at Sembulan Roundabout and Sutera Harbour Intersection, Kota Kinabalu, Sabah, Malaysia. The CO concentration “hot-spots” were also identified at Sutera Harbour Intersection, and the highest maximum 1-hr average ground level concentrations of CO modeled for Kpg. Air Sembulan located in the northeast of idling road was 9.33 ppm for year 2004. This study showed that there would be no extreme changes in CO concentration trends for year 2014 although a substantial increase in the number of vehicles is assumed to affect the level of CO concentrations. It was also found that the CO levels would be well below the Malaysian Ambient Air Quality Guidelines of 30 ppm for 1-hour Time-Weighted Average (TWA). Comparisons between the modeled and observed outputs using quantitative data analysis technique and statistical methods indicated that the CAL3QHC predicted results correlated well with measured data. It was predicted that receptors located near to the major intersection, in the long-term would be potentially exposed to relatively higher CO levels. 相似文献
12.
13.
Professor Baurat h. c. Dr.-Ing. Dr. mont. h. c. Leopold Müller-Salzburg Dr.-Ing. Hans -Joachim Schneider 《International Journal of Earth Sciences》1977,66(1):723-739
Zusammenfassung Die Entwicklung der Technik führt zu immer größeren Bauprojekten im Bereich des Talsperrenbaus, Verkehrswegebaus, Untertagebaus, Bergbaus und Grundbaus. Diese großen Bauprojekte stellen in vielfacher Hinsicht eine erhebliche Belastung der Natur sowie eine Beeinträchtigung ihres Gleichgewichts dar und rufen teilweise unvorhergesehene Wechselwirkungen von Bauwerk und Baugrund hervor. Die technische Entwicklung überrollte die Natur so stürmisch, daß ihre ökologischen Folgen weder von den Wissenschaftlern noch von den Praktikern erkannt und bedacht wurden. Die Aufgaben, die sich in diesem Rahmen dem Ingenieurgeologen stellen, bestehen nicht nur in der möglichst genauen Erfassung der geologischen Parameter zur Gewährleistung der Sicherheit des Bauwerks, wirtschaftlich vertretbarer Baukosten unter optimaler Berücksichtigung geologischer Gegebenheiten, sondern sie haben auch die Vorhersage der Wechselwirkungen von Bauwerk und Baugrund sowie von Störungen des oft erstaunlich labilen Gleichgewichts von Geo-, Bio- und Atmosphäre einzubeziehen. Dabei spielen oft rezente geologische Vorgänge eine bisher in der Ingenieurgeologie viel zu wenig gewürdigte Rolle. Die Notwendigkeit, die Ingenieurgeologie schon bei der allerersten Planung, beim Entwurf und der Bauwerksüberwachung mitbestimmen zu lassen, wird an einzelnen Projekten erläutert.
Summary Technical development leads to dams, roads, tunnels, mines and foundations of always larger dimensions. Various aspects of these projects represent a serious encumbrance of nature and an impairment of her equilibrium and can cause unforeseen interactions between structure and the earth. Development has taken place so quickly, that the ecological consequences have not been recognised or considered in many cases — neither by the scientists nor by the practitioners. The tasks, confronting the engineering geologists in this regard, consist not only in an exact investigation of the geological parameters to guarantee the safety of the construction project and to achieve project costs by taking into consideration the geological conditions, but must encompass the recognition of the interactions of construction and the earth as well as the disturbance of the often astonishingly fragile equilibrium of the geo-, bio- and atmosphere. Specifically recent geological processes are often not accounted for, despite their possibly disadvantageous effects. The necessity, that the engineering geologist contributes in all project stages from the first planning, to the design upto the surveillance of the construction, is stressed by giving examples.
Résumé Le développement technique a conduit à des projets de construction toujour plus grands dans le domain des barrages, des routes, des tunnels, des mines et des fondations. Ces grands projets représentent sous beaucoup d'aspects une immense contreinte pour l'environnement naturel, un préjudice pour son équilibre et conduisent parfois à une interaction imprévue entre la construction et le sol. Le développement fut si rapide que les conséquences écologiques ne furent pas reconnues et prises en compte, ni par la science ni par la pratique. Les taches, qui se présentent au géologue ingénieur sur le terrain, comprennent non seulement l'investigation exacte des paramètres géologiques dans le but d'assurer la securité de la construction pour des frais raisonnables tout en prenant en compte d'une façon optimale les conditions géologiques, mais aussi la prévision de ces interactions entre l'ouvrage et le sol, ainsi que les perturbations de l'équilibre de l'environnement géologique, biologique et atmosphérique, équilibre qui est souvent éxtrêmement fragile.Les phénomènes géologiques récents ne sont que très peu considérés dans ces études. La necessité de la participation du géologue ingénieur dès le début des études pendant la conception et la surveillance de l'ouvrage est illustrée à l'aide de projets particuliers.
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14.
The Yangtze Estuary, the largest estuary in China, is under an obvious interaction between runoff and astronomical tide. The research on the interaction is very important for the exploitation and utilization of water resources in this area. A horizontal 2D hydrodynamic numerical model is established and verified in the present study with the modeling range from Datong to the Yangtze Estuary. Based on the comparison of high water levels under the interaction between different runoff and estuarine dynamics, s... 相似文献
15.
Dominant amphipods of Posidonia oceanica seagrass meadows display considerable trophic diversity 下载免费PDF全文
Loïc N. Michel Patrick Dauby Sylvie Gobert Martin Graeve Fabienne Nyssen Nicolas Thelen Gilles Lepoint 《Marine Ecology》2015,36(4):969-981
Gut content examination and trophic markers (fatty acids, stable isotopes of C and N) were combined to delineate the diet of the dominant species of amphipods from Mediterranean Posidonia oceanica seagrass meadows and to highlight trophic diversity among this community. Our results indicate that, although all dominant species heavily relied on macroalgal epiphytes, considerable interspecific dietary differences existed. Carbon stable isotope ratios notably showed that some of the amphipod species favored grazing on epiphytes from leaves or litter fragments (Apherusa chiereghinii, Aora spinicornis, Gammarus aequicauda), while others such as Dexamine spiniventris preferred epiphytes from rhizomes. The remaining amphipods (Caprella acanthifera, Ampithoe helleri and Gammarella fucicola) readily consumed both groups. In addition, SIAR modeling suggested that most species had a mixed diet, and relied on several food items. Fatty acid analysis and gut contents revealed that contributions of microepiphytic diatoms and of benthic and suspended particulate organic matter to the diet of amphipods were anecdotal. None of the examined species seemed to graze on their seagrass host [low 18:2(n‐6) and 18:3(n‐3) fatty acids contents], but Gammarus aequicauda partly relied on seagrass leaf detritus, as demonstrated by the lesser 13C‐depletion of their tissues. Overall, our findings suggest that amphipods, because of their importance in the transfer of organic matter from primary producers and detritus to higher rank consumers, are key items in P. oceanica‐associated food webs. 相似文献
16.
Aurelian Andrei Radu Tatiana Angelescu Valentin Curtef Florin Delia Daniel Felea Ioana Goia Dumitru Ha?egan Bogdan Lucaschi Ancuta Manea Vlad Popa Ioan Rali?? Radu V?c?reanu 《Experimental Astronomy》2012,34(1):31-42
Around the world, several scientific projects share the interest of a global network of small Cherenkov telescopes for monitoring observations of the brightest blazars??the DWARF network. A small, ground based, imaging atmospheric Cherenkov telescope of last generation is intended to be installed and operated in Romania as a component of the DWARF network. To prepare the construction of the observatory, two support projects have been initiated. Within the framework of these projects, we have assessed a number of possible sites where to settle the observatory. In this paper we submit a brief report on the general characteristics of the best four sites selected after the local infrastructure, the nearby facilities and the social impact criteria have been applied. 相似文献
17.
P. Wilh Werner Dr.-techn. h. c. 《Pure and Applied Geophysics》1952,23(1):36-42
Summary The present paper is a continuation of a previous study by the author(1), dealing with expansion waves in fluids. Relating to hydro-dynamic effects due to harmonic vibrations, with special reference to earthquakes, it contains solutions for some rigid-walled vessels of geometrically determined shape. A salient feature of the problem is that the motion is assumed discontinuous in the sense that it starts from the initial condition of rest. 相似文献
18.
T. Kılıç L. Ottemöller J. Havskov K. Yanık Ö. Kılıçarslan F. Alver M. Özyazıcıoğlu 《Journal of Seismology》2017,21(1):35-46
Based on the earthquake event data accumulated by the Turkish National Seismic Network between 2007 and 2013, the local magnitude (Richter, Ml) scale is calibrated for Turkey and the close neighborhood. A total of 137 earthquakes (Mw?>?3.5) are used for the Ml inversion for the whole country. Three Ml scales, whole country, East, and West Turkey, are developed, and the scales also include the station correction terms. Since the scales for the two parts of the country are very similar, it is concluded that a single Ml scale is suitable for the whole country. Available data indicate the new scale to suffer from saturation beyond magnitude 6.5. For this data set, the horizontal amplitudes are on average larger than vertical amplitudes by a factor of 1.8. The recommendation made is to measure Ml amplitudes on the vertical channels and then add the logarithm scale factor to have a measure of maximum amplitude on the horizontal. The new Ml is compared to Mw from EMSC, and there is almost a 1:1 relationship, indicating that the new scale gives reliable magnitudes for Turkey. 相似文献
19.
Seismic behavior of gravity dams has long been evaluated using a representative two‐dimensional (2D) system. Formulated for the gravity dams built in wide canyons, the assumption is nevertheless utilized extensively for almost all concrete dams due to the established procedures as well as the expected computational costs of a three‐dimensional model. However, a significant number of roller‐compacted concrete dams, characterized as such systems, do not conform to the basic assumptions of these methods by violating the conditions on canyon dimensions and joint‐spacing/details. Based on the premise that the 2D modeling assumption is overstretched for practical purposes in a variety of settings, the purpose of this study is to critically evaluate the use of 2D modeling for the prediction of the seismic demands on these systems. Using a rigorous soil–structure interaction approach, the difference between the two and three‐dimensional response for gravity dams was investigated first in the frequency domain for a range of canyon widths and foundation to dam moduli ratios. Then, the time domain differences between the crest displacements and the maximum principal stress were obtained using 70 different ground motions in order to show the possible bias introduced into the analysis results due to the modeling approach. The results of the study show that even for relatively wide canyons, the 2D analysis can lead to misleading predictions. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献
20.
Because the mixture of seawater and freshwater in the Gyeongin-Ara Waterway in South Korea can lead to the intrusion of saline water into surrounding aquifers, systematic management through the establishment of a groundwater protection area is required. The analytic hierarchy process (AHP) model is used to delineate this protection area based on two primary factors and five secondary factors related to saline water intrusion. The study area is divided into 987 gridded cells with a unit size of 100 × 100 m, and the final evaluation score for each cell is calculated using the AHP model. Consequently, several artificial neural network models based on a multilayer perceptron are developed using the AHP’s secondary criteria and the evaluation score. Comparing the evaluation scores of ANN and AHP, more than 180 samples are required in the ANN model to insure high R2 between the original and estimated values. The ANN model is more consistent than the AHP model when determining groundwater protection area, because it can be re-constructed due to the changes in some secondary criteria and also changed due to a standardization process. The final evaluation score by the ANN model based on 300 samples, with the highest R2, is calculated and the regions with a score higher than 2.0 are selected as the groundwater protection area, accounting for 15% of the total cells. This area is similar to the range within approximately 200 m of the GA Waterway and also includes some changing sites in hydrogeochemistry and electric conductivity, which is produced by saline water intrusion. If the land-use type, groundwater levels, and some other criteria change at any cell, the ANN model can be re-executed to verify whether the cell belongs to a groundwater protection area. Considering that salinity of groundwater near the waterway can be affected by various factors including well depth, pumping conditions, and groundwater levels, the ANN model, which is a non-linear model, can be more effective for prediction than the AHP model. 相似文献