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Analysis of reservoir water quality using fuzzy synthetic evaluation 总被引:12,自引:0,他引:12
R.-S. Lu S.-L. Lo J.-Y. Hu 《Stochastic Environmental Research and Risk Assessment (SERRA)》1999,13(5):327-336
A general methodology for fuzzy synthetic evaluation is developed and illustrated with a case study of trophic status assessment
for Fei-Tsui Reservoir in Taiwan. The historical data base was collected from the management agency of Fei-Tsui Reservoir
from 1987 to 1996. In fuzzy synthetic evaluation, the classification is determined by a matrix operation of the weighted vector
with the fuzzy evaluation matrix. After all individual membership functions of evaluated factors have been determined, the
fuzzy evaluation matrix can be established. The weighted vector is determined by the analytic hierarchy process method (AHP).
The results of this investigation show that the long-term change of water quality and the overturn phenomena cannot be observed
with the Carlson index from 1987 to 1992 but is expressed by fuzzy synthetic evaluation. Fuzzy synthetic evaluation is better
suited than the Carlson index to rating the trophic status of self-sustaining lakes. Interpretation of the results can provide
valuable information to decision makers and aid reservoir management. 相似文献
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Suspended sediment and total dissolved solid yield patterns at the headwaters of Urumqi River,northwestern China: a comparison between glacial and non‐glacial catchments 下载免费PDF全文
In order to understand the differences in the suspended sediment and total dissolved solid (TDS) yield patterns between the glacial and non‐glacial catchments at the headwaters of Urumqi River, northwestern China, water samples were collected from a glacier catchment and an empty cirque catchment within the region, during three melting seasons from 2006 to 2008. These samples were analyzed to estimate suspended sediment and TDS concentrations, fluxes and erosion rates in the two adjoining catchments. There were remarked differences in suspended sediment and TDS yield patterns between the two catchments. Suspended sediment concentrations were controlled mainly by the sediment source, whereas TDS concentrations were primarily related to the hydrologic interaction with soil minerals. Generally, the glacial catchment had much higher suspended sediment and TDS yields, together with higher denudation rates, than the non‐glacial catchment. Overall, glacial catchment was mainly dominated by physical denudation process, whereas the non‐glacial catchment was jointly influenced by physical and chemical denudation processes. The observed differences in material delivery patterns were mainly controlled by the runoff source and the glacial processes. The melting periods of glacier and snow were typically the most important time for the suspended sediment and TDS yields. Meanwhile, episodic precipitation events could generate disproportionately large yields. Subglacial hydrology dynamics, glaciers pluck and grind processes could affect erodibility, and the large quantities of dust stored on the glacier surface provided additional sources for suspended sediment transport in the glacial catchment. These mechanisms imply that, in response to climate change, the catchment behaviour will be modified significantly in this region, in terms of material flux. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
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编制完整可靠的历史地震目录是地震安全性评价工作的一项基础工作. 但目前的现状是, 最新版本的《中国历史强震目录(公元前23世纪~公元1911年)》中的某些参数在一些地区很难被认同. 本文以厦漳跨海大桥工程场地地震安全性评价工作为例, 在该工作的区域范围内, 分别将《中国历史强震目录(公元前23世纪~公元1911年)》和福建省地震局提供的地震目录逐条进行对比. 再分析几个影响较大的6级以上地震的时间、空间、强度参数的差异, 以及对工程场址影响的差异. 最后, 对今后“安评”工作中的历史地震目录的使用提出建议. 相似文献
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本文综述了二十年来数值模拟方法在我国岩石圈构造研究中的应用与发展状况,主要涉及造山带数值模拟、俯冲带数值模拟、盆地数值模拟、上地幔小尺度对流数值模拟等几方面内容.为了研究中国大陆及其相邻地区的岩石圈三维结构.已经取得许多区域性地质调查和地球物理、地球化学等探测资料.同时以这些探测资料为基础,国内外科学家做了许多以该地区岩石圈构造与演化为研究目的数值模拟工作.可以看出,数值模拟是岩石圈构造与演化研究的有力工具.并已经取得了卓著的成就.这些成果为继续进行岩石圈构造的研究奠定了基础. 相似文献
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In this study the inelastic behavior of steel arch bridges subjected to strong ground motions from major earthquakes is investigated by dynamic analyses of a typical steel arch bridge using a three‐dimensional (3D) analytical model, since checking seismic performance against severe earthquakes is not usually performed when designing such kinds of bridge. The bridge considered is an upper‐deck steel arch bridge having a reinforced concrete (RC) deck, steel I‐section girders and steel arch ribs. The input ground motions are accelerograms which are modified ground motions based on the records from the 1995 Hyogoken‐Nanbu earthquake. Both the longitudinal and transverse dynamic characteristics of the bridge are studied by investigation of time‐history responses of the main parameters. It is found that seismic responses are small when subjected to the longitudinal excitation, but significantly large under the transverse ground motion due to plasticization formed in some segments such as arch rib ends and side pier bases where axial force levels are very high. Finally, a seismic performance evaluation method based on the response strain index is proposed for such steel bridge structures. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献
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宿迁市建设大厦消能减震设计 总被引:2,自引:0,他引:2
宿迁市建设大厦,21层,框架-抗震墙结构,按Ⅷ度(0.3g)进行抗震设防;由于建筑部分楼层层间位移超过《规范》要求,因此在部分楼层增设消能支撑,通过提高结构的附加阻尼比来降低结构的位移反应。整体结构的非线性时程分析结果表明,在框架-抗震墙结构中增设消能支撑,可以较为经济地控制结构薄弱层的位移,提高结构的抗震安全储备。本文可为高烈度区类似工程的设计提供借鉴。 相似文献