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Jia-Jyun Dong Yu-Hsiang Tung Chien-Chih Chen Jyh-Jong Liao Yii-Wen Pan 《Engineering Geology》2011,117(1-2):52-61
Landslides may obstruct river flow and result in landslide dams; they occur in many regions of the world. The formation and disappearance of natural lakes involve a complex earth–surface process. According to the lessons learned from many historical cases, landslide dams usually break down rapidly soon after the formation of the lake. Regarding hazard mitigation, prompt evaluation of the stability of the landslide dam is crucial. Based on a Japanese dataset, this study utilized the logistic regression method and the jack-knife technique to identify the important geomorphic variables, including peak flow (or catchment area), dam height, width and length in sequence, affecting the stability of landslide dams. The resulting high overall prediction power demonstrates the robustness of the proposed logistic regression models. Accordingly, the failure probability of a landslide dam can also be evaluated based on this approach. Ten landslide dams (formed after the 1999 Chi-Chi Earthquake, the 2008 Wenchuan Earthquake and 2009 Typhoon Morakot) with complete dam geometry records were adopted as examples of evaluating the failure probability. The stable Tsao-Ling landslide dam, which was induced by the Chi-Chi earthquake, has a failure probability of 27.68% using a model incorporating the catchment area and dam geometry. On the contrary, the Tangjiashan landslide dam, which was artificially breached soon after its formation during the Wenchuan earthquake, has a failure probability as high as 99.54%. Typhoon Morakot induced the Siaolin landslide dam, which was breached within one hour after its formation and has a failure probability of 71.09%. Notably, the failure probability of the earthquake induced cases is reduced if the catchment area in the prediction model is replaced by the peak flow of the dammed stream for these cases. In contrast, the predicted failure probability of the heavy rainfall-induced case increases if the high flow rate of the dammed stream is incorporated into the prediction model. Consequently, it is suggested that the prediction model using the peak flow as causative factor should be used to evaluate the stability of a landslide dam if the peak flow is available. Together with an estimation of the impact of an outburst flood from a landslide-dammed lake, the failure probability of the landslide dam predicted by the proposed logistic regression model could be useful for evaluating the related risk. 相似文献
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Qingjie Han Jianjun Qu Kongtai Liao Shujuan Zhu Kecun Zhang Ruiping Zu Qinghe Niu 《Environmental Earth Sciences》2011,64(5):1375-1385
This article reported a wind tunnel test of sediment transport related to surface moisture content and wind velocity using
sands from tropical humid coastal area. A 1 mm-thick portion of surface sand was scraped using a self-made sediment sampler,
and the gravimetric moisture content was determined. Sand transport was measured via a standard vertical sand trap with a
60 cm height. The result shows that the sand transport profile above the wet surface can be expressed with an exponential
equation. In general, the influence of moisture content on sand transport profile mainly focuses on the bottom of the blowing
sand cloud. Meanwhile, with moisture content increased, total sand transport dropped, and a relatively larger proportion is
transported at greater heights. The vertical movement of particles on higher moisture surface (0.587% < M < 1.448%) is more sensitive to moisture content variation as compared to those on low wet surface (M < 0.587%), total sand transport rate tends to be rather low (0.99 g cm−1 s−1) when M > 1.448%. The total sand transport rate varying with moisture content is divided into three regions of differing gradient
at the moisture contents of 0.587 and 1.448%. The gradient of the curve reflected the different influences of the various
water forms in surface sediments. The higher moisture surface (M > 1.448%) merely functions as a transport plain for the saltation material. Surface moisture content was the dominant control
factor for saltation activity between the moisture contents of 0.587 and 1.448%, wind velocity could resume control saltation
after the surface dried to the extent (M < 0.587%). 相似文献
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介绍一种新型气象参数测量仪的主要技术指标和功能特点.该仪器使用了高准确度的HD9008TR温湿度传感器、MS5534C气压传感器,采用先进的电子线路设计,具有准确度高、稳定性好、可扩展性强、性能价格比高等特点,满足常规气象监测. 相似文献