A case study of flood risk transfer effect caused by land development in flood-prone lowlands     

Song-Yue Yang  Ming-Hsiu Chan  Che-Hao Chang  Chih-Tsung Hsu 《Natural Hazards》2018,91(3):863-878

Many researches mention the land development in the watershed increases the peak flow rate and volume of the surface runoff. However, another phenomenon, the land development in the lowlands with filling method probably results in flood risk transfer effect, is rarely mentioned. This study took Heshunliao Farm as study object and used SOBEK model to assess the phenomenon. The terrain of this farm was flat and low, at an elevation of about 1.3–3 m before development. A filling method has been adopted to raise the surficial elevation in the development zone to 3–5 m. The western end of the development zone is still maintained its original elevation. The storm sewer system, detention basin, and pumping stations have been built in the development zone. There are two effects in the development of the low-lying land. One is the increase in the peak outflow rate in the development zone. Under a 10-year return period rainfall, the peak outflow rate after development has increased to 9.94 cm, compared to 2.62 cm when there was no development. Another effect is that the disappearance of the original flood-accumulated space due to land development activities transfers the risk of flooding to the surrounding land. Under a 10-year return period rainfall, the flooded area of the developed area was reduced from 78.4 ha before land development to 0.32 ha after the development, while the flooded area of the western end of the development zone increased from 13.28 ha before development to 27.20 ha after development.  相似文献   

Numerical simulation on a tremendous debris flow caused by Typhoon Morakot in the Jiaopu Stream,Taiwan     

HSU Yu-chao  YEN Haw  TSENG Wen-hsiao  JAN Chyan-deng 《山地科学学报》2014,11(1):1-18

In August 2009,Typhoon Morakot brought a large amount of rainfall with both high intensity and long duration to a vast area of Taiwan.Unfortunately,this resulted in a catastrophic landslide in Hsiaolin Village,Taiwan.Meanwhile,large amounts of landslides were formed in the Jiaopu Stream watershed near the southeast part of the Hsiaolin Village.The Hsiaolin Village access road（Provincial Highway No.21 and Bridge No.8） was completely destroyed by the landslide and consequent debris flow.The major scope of this study is to apply a debris flow model to simulate the disaster caused by the debris flow that occurred in the Jiaopu Stream during Typhoon Morakot.According to the interviews with local residents,this study applied the destruction time of Bridge No.8 and Chen＇s house to verify the numerical debris flow model.By the spatial rainfall distributions information,the numerical simulations of the debris flow are conducted in two stages.In the first stage（before the landslide-dam failure）,the elevation of the debris flow and the corresponding potential damages toward residential properties were investigated.In the second stage（after the landslidedam failure）,comparisons of simulation results between the longitudinal and cross profiles of the Jiaopu Stream were performed using topographic maps and satellite imagery.In summary,applications of the adopted numerical debris flow model have shown positive impact on supporting better understanding of the occurrence and movement of debris flow processes.  相似文献   

Palaeomagnetic records of the Brunhes/Matuyama polarity transition from ODP Leg 124 (Celebes and Sulu seas)   总被引：1，自引：0，他引：1  

Hirokuni Oda  Hidetoshi Shibuya  & Vindell Hsu 《Geophysical Journal International》2000,142(2):319-338

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Geometric characteristics of storm-beach profiles caused by inclined waves     

Tai-Wen Hsu 《Ocean Engineering》1998,25(1):69-84

A theoretical analysis shows that the geometric characteristics of a storm-beach profile is governed by a modified Iribarren number which includes the effects among the factors of beach slope, breaking wave angle and wave steepness. A series of experiments have been conducted in a three-dimensional movable bed model on the conditions of two different beach slopes and two incident wave angles as well as several erosive wave steepnesses. Based on the experimental data, the relative importance of each factor involved in the parameter is discussed. The empirical relationships between the geometric characteristics of a storm-beach profile and the modified Iribarren number are proposed through regression analysis.  相似文献   

Effect of wave non‐linearity on the standing‐wave‐induced seabed response     

C. P. Tsai  T. L. Lee  J. R. C. Hsu 《国际地质力学数值与分析法杂志》2000,24(11):869-892

A standing wave in front of a seawall may reach a height more than twice of its incident component. When excess pore pressure occurs, it may even induce seabed instability, hence endangering the structure. This issue was studied previously using only linear wave theory. In this paper, standing‐wave theory to a second‐order approximation is applied, in order to demonstrate the differences between these two solutions. The spatial and temporal variations in the instantaneous pore pressure are first calculated, in addition to their vertical distributions. The effects of wave height, water depth and the degree of soil saturation on pore pressure distributions are then discussed, followed by the net pore pressure averaged over one wave cycle. The results suggest the existence of a residual pore pressure in the seabed and its net pore pressure can be used to estimate the wave‐induced liquefaction potential in a soil column. It also indicates that, in deep water, the second‐order solution predicts that a negative pore pressure at an antinode which may be greater than a positive pressure. Overall, the second‐order solution is found to agree better with the experimental results of the pore pressures available, compared to the linear solution. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献