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  • 1
    Publication Date: 2011-06-09
    Description:    Natural hazard assessments are always subject to uncertainties due to missing knowledge about the complexity of hazardous processes as well as their natural variability. Decision-makers in the field of natural hazard management need to understand the concept, components, sources, and implications of existing uncertainties in order to reach informed and transparent decisions. Until now, however, only few hazard maps include uncertainty visualizations which would be much needed for an enhanced communication among experts and decision-makers in order to make informed decisions possible. In this paper, an analysis of how uncertainty is currently treated and communicated by Swiss natural hazards experts is presented. The conducted expert survey confirmed that the communication of uncertainty has to be enhanced, possibly with the help of uncertainty visualizations. However, in order to visualize the spatial characteristics of uncertainty, existing uncertainties need to be quantified. This challenge is addressed by the exemplary simulation of a snow avalanche event using a deterministic model and quantified uncertainties with a sensitivity analysis. Suitable visualization methods for the resulting spatial variability of the uncertainties are suggested, and the advantages and disadvantages of their implementation in an interactive cartographic information system are discussed. Content Type Journal Article Pages 1-17 DOI 10.1007/s11069-011-9864-y Authors Melanie Kunz, Institute of Cartography and Geoinformation, ETH Zurich, 8093 Zurich, Switzerland Adrienne Grêt-Regamey, Planning of Landscape and Urban Systems, Institute for Spatial and Landscape Planning, ETH Zurich, 8093 Zurich, Switzerland Lorenz Hurni, Institute of Cartography and Geoinformation, ETH Zurich, 8093 Zurich, Switzerland Journal Natural Hazards Online ISSN 1573-0840 Print ISSN 0921-030X
    Print ISSN: 0921-030X
    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
    Published by Springer
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  • 2
    Publication Date: 2011-06-09
    Description:    The present work addresses the problem of lack of coordination between policies and actors with joint competence for risk management, i.e., civil protection, spatial planning, and sectoral planning (e.g., forest policy in the case of forest fire risk). Spatial planning in particular is assigned a minor or no role at all though it might perfectly operate as the coordinating policy platform; the reason is that spatially relevant analysis and policy guidance is an omnipresent component of the risk management cycle. However, disconnected risk relevant policies turning a blind eye to spatial planning might cause several adverse repercussions: Breaks in the response-preparedness-prevention-remediation chain (which should function as a continuum), minimal attention to prevention, risk expansion and growth instead of mitigation, lack of synergies between involved actors as well as duplicated or even diverging measures and funding. The authors bear witness to the above suggestions by examining three cases of European (regional and local) risk management systems faced with failures when confronting natural hazards (floods and forest fires). These three systems are embedded in different types of political-administrative structures, namely those of the city of Dortmund (Germany) facing floods, Eastern Attica region (Greece), and Lazio Region (Italy) facing forest fires. Content Type Journal Article Pages 1-30 DOI 10.1007/s11069-011-9843-3 Authors Kalliopi Sapountzaki, Department of Geography, Harokopio University of Athens, Athens, Greece Sylvia Wanczura, Institute of Fire Service and Rescue Technologies, Fire Department of Dortmund, Dortmund, Germany Gabriella Casertano, Regione Lazio, Dipartimento della Protezione Civile, Rome, Italy Stefan Greiving, Technical University of Dortmund, Dortmund, Germany Gavriil Xanthopoulos, National Agricultural Research Foundation, Institute of Mediterranean Forest Ecosystems and Forest Products Technology, Athens, Greece Floriana F. Ferrara, T6 Ecosystems srl, Rome, Italy Journal Natural Hazards Online ISSN 1573-0840 Print ISSN 0921-030X
    Print ISSN: 0921-030X
    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
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  • 3
    Publication Date: 2011-06-09
    Description:    A practical, DEM-based practical method is proposed to enhance flood risk management in fluvial areas by quantifying relative risk as a function of vulnerability to inland and evacuation difficulty. Both measures are based mainly on the topography of the region, so the method does not require detailed data on the physical characteristics of the land. First, we use the deterministic 8-node method on a digital elevation map (DEM) to trace storm waterways. Second, we repeat the process on a reversed DEM to trace evacuation routes that avoid the waterways and zones dangerously close to the rivers. Finally, on the basis of such two flow lines of evacuee and storm water, we proposed the protocol to evaluate the flood risk at every point on the map taking into account both the minimum time required for floodwater to arrive and duration of an evacuation from that location. The time that must be allocated for safe evacuation is defined as the potential flood risk of evacuation (PFRE). The method is demonstrated on a fluvial area of the Kaki River in Nagaoka city, Japan. In addition, we illustrated the application of the PFRE map to divide the region into areas of greater or lesser evacuation urgency. Content Type Journal Article Pages 1-12 DOI 10.1007/s11069-011-9852-2 Authors Jinyoung Kim, Department of Urban Engineering, The University of Tokyo, Tokyo, 113-8656 Japan Yuji Kuwahara, Ibaraki University, Ibaraki, Japan Manish Kumar, Tezpur University, Napaam, Assam 784 028, India Journal Natural Hazards Online ISSN 1573-0840 Print ISSN 0921-030X
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    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
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  • 4
    Publication Date: 2011-06-09
    Description:    Earthquake-induced landslides can cause a large number of casualties and great economic loss. Presently, research methods for studying landslides are largely based on a framework of solid mechanics. In this work, visualization software, known as Visual SPH, is developed in Visual Basic 6.0, and can be used to analyze the fluidized movement of landslides based on smoothed particle hydrodynamics (SPH). First, the accuracy of the software is verified through simulating a benchmark problem of a dam-break. Then, fluidized movement analysis of the Tangjiashan landslide is carried out using this software. The simulation derives plots of displacement versus time, reproduces the entire flow process of the Tangjiashan landslide, and determines the run-out, which coincides exactly with the characteristics of flow-like landslides observed in the field. All of these are essential in the design of supporting structures and site selection for reconstruction in earthquake-prone regions. Content Type Journal Article Pages 1-14 DOI 10.1007/s11069-011-9859-8 Authors Yu Huang, Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai, 200092 China Zili Dai, Department of Geotechnical Engineering, Tongji University, 200092 Shanghai, China Weijie Zhang, Department of Geotechnical Engineering, Tongji University, 200092 Shanghai, China Zhiyi Chen, Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai, 200092 China Journal Natural Hazards Online ISSN 1573-0840 Print ISSN 0921-030X
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    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
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  • 5
    Publication Date: 2011-06-09
    Description:    Marine overwash from the north a few centuries ago transported hundreds of angular cobbles and boulders tens to hundreds of meters southward from limestone outcrops in the interior of Anegada, 140 km east–northeast of Puerto Rico. We examined two of several cobble and boulder fields as part of an effort to interpret whether the overwash resulted from a tsunami or a storm in a location where both events are known to occur. One of the cobble and boulder field extends 200 m southward from limestone outcrops that are 300 m inland from the island’s north shore. The other field extends 100 m southward from a limestone knoll located 800 m from the nearest shore. In the two fields, we measured the size, orientation, and spatial distribution of a total of 161 clasts and determined their stratigraphic positions with respect to an overwash sand and shell sheet deposit. In both fields, we found the spacing between clasts increased southward and that clast long-axis orientations are consistent with a transport trending north–south. Almost half the clasts are partially buried in a landward thinning and fining overwash sand and none were found embedded in the shelly mud of a pre-overwash marine pond. The two cobble and boulder fields resemble modern tsunami deposits in which dispersed clasts extend inland as a single layer. The fields contrast with coarse clast storm deposits that often form wedge-shaped shore-parallel ridges. These comparisons suggest that the overwash resulted from a tsunami and not from a storm. Content Type Journal Article Pages 1-13 DOI 10.1007/s11069-011-9848-y Authors Steve Watt, U.S. Geological Survey, 400 Natural Bridges Drive, Santa Cruz, CA 95060, USA Mark Buckley, U.S. Geological Survey, 400 Natural Bridges Drive, Santa Cruz, CA 95060, USA Bruce Jaffe, U.S. Geological Survey, 400 Natural Bridges Drive, Santa Cruz, CA 95060, USA Journal Natural Hazards Online ISSN 1573-0840 Print ISSN 0921-030X
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    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
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  • 6
    Publication Date: 2011-06-09
    Description:    Improvements in hurricane forecasts allowing for more timely evacuations from storm-surge zones are credited with reducing lethality of US landfalling hurricanes. The deadly reach of a hurricane, however, is not limited to storm-surge zones. About 80% of direct US hurricane fatalities since 1970 occurred outside of landfall counties, with most of these fatalities caused by inland flooding. We construct a geographic information system database combining the location and cause of fatalities, estimated wind speeds, and rainfall amounts for the entire track of the storm for landfalling US hurricanes between 1970 and 2007. We analyze the determinants of total fatalities and deaths due to freshwater drowning and wind. Inclusion of inland fatalities results in no downward trend in lethality over the period, in contrast to prior research. Local storm conditions significantly affect lethality, as one-inch and one-knot increases in rainfall and wind increase total fatalities by 28 and 4%. Rainfall significantly increases freshwater-drowning deaths and is insignificant for wind deaths, while the opposite relation holds for wind speed. While coastal counties do not exhibit a significantly higher amount of lethality risk versus inland counties for total or wind-driven fatalities, freshwater-drowning fatalities occur most frequently in inland counties along the center of the storm path and its outer county tiers as we have defined them. Content Type Journal Article Pages 1-19 DOI 10.1007/s11069-011-9849-x Authors Jeffrey Czajkowski, Department of Economics, Austin College, Sherman, TX, USA Kevin Simmons, Department of Economics, Austin College, Sherman, TX, USA Daniel Sutter, Department of Economics and Finance, University of Texas - Pan American, Edinburg, TX, USA Journal Natural Hazards Online ISSN 1573-0840 Print ISSN 0921-030X
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    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
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  • 7
    Publication Date: 2011-06-09
    Description:    This study explored demographic variations among victims injured in the 2008 Wenchuan earthquake. The study analyzed records of 2,148 patients who were hospitalized with earthquake-related injuries in 14 hospitals between May 12 and May 21 of 2008. We tested the effects of gender and age on the incidence of fractures and amputations. Although more women than men were hospitalized as earthquake victims, the results indicated that a higher incidence of pelvic fracture in women was the only statistically significant injury with regard to gender. Age had a more complex effect on the rate and pattern of fractures. Children younger than 15 years old were the most likely to sustain skull fractures and amputations. The elderly were the most likely to be associated with limb fractures. Adult men were the most likely to suffer spine fractures and adult women rib fractures. The paper concludes with an interpretation of the results in the context of China’s rural conditions and discusses implications for post-disaster emergency operations and planning. Content Type Journal Article Pages 1-19 DOI 10.1007/s11069-011-9836-2 Authors Ying Cao, College of Architecture and Environment, Sichuan University, No. 24 South Section 1, Yihuan Road, Chengdu, 610065 China Nabil Kamel, School of Geographical Sciences and Urban Planning, Arizona State University, Coor Hall, 975 S. Myrtle Ave., Fifth Floor, P.O. Box 875302, Tempe, AZ 85287-5302, USA Journal Natural Hazards Online ISSN 1573-0840 Print ISSN 0921-030X
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    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
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  • 8
    Publication Date: 2011-06-09
    Description:    Following the catastrophic and devastating Atlantic Hurricane seasons in 2004 and 2005, there has been increased interest in formulating planning directives and policy aimed at minimizing the societal impacts of future storms. Not all populations will evacuate an area forecast to be affected by a hurricane, so emergency managers must plan for these people who remain behind. Such planning includes making food, water, ice, and other provisions available at strategic locations throughout an affected area. Recent research has tackled problems related to humanitarian and relief goods distribution with respect to hurricanes. Experience shows that the torrential rains and heavy winds associated with hurricanes can severely damage transportation network infrastructure rendering it unusable. Scanning the literature on hurricane disaster relief provision, there are no studies that expressly consider the potential damage that may be caused to a transportation network by strong storms. This paper examines the impacts of simulated network failures on hurricane disaster relief planning strategies, using a smaller Florida City as an example. A relief distribution protocol is assumed where goods distribution points are set up in pre-determined locations following the passage of a storm. Simulation results reveal that modest disruptions to the transportation network produce marked changes in the number and spatial configuration of relief facilities. At the same time, the transportation network appears to be robust and is able to support relief service provision even at elevated levels of hypothesized disruption. Content Type Journal Article Pages 1-16 DOI 10.1007/s11069-011-9855-z Authors Mark W. Horner, The Florida State University, Tallahassee, FL, USA Michael J. Widener, University at Buffalo, 105 Wilkeson Quad, Buffalo, NY 14261-0001, USA Journal Natural Hazards Online ISSN 1573-0840 Print ISSN 0921-030X
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    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
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  • 9
    Publication Date: 2011-06-09
    Description:    Although the risk of flooding poses a serious threat to the Dutch public, citizens are not very inclined to engage in self-protective behaviors. Current risk communication tries to enhance these self-protective behaviors among citizens, but is nonetheless not very successful. The level of citizens engaging in self-protective actions remains rather low. Therefore, this research strives to determine the factors that might enhance or lessen the intention to engage in self-protection among citizens. The study was a 2 (flood risk: high vs low) × 2 (efficacy beliefs: high vs low) between subject experiment. It was conducted to test how varying levels of flood risk and efficacy beliefs influence two different self-protective behaviors, namely information seeking and the intention to engage in risk mitigating or preventive behaviors. Furthermore, the relationship between information seeking and the intention to take self-protective actions was discussed. Results showed that high levels of flood risk lead to higher levels of both information seeking and the intention to engage in self-protective behaviors than low levels of flood risk. For efficacy beliefs, the same trend occurred. Also, results showed that information seeking seems to coincide with the intention to take preventive actions and acted as a mediator between the levels of perceived risk and efficacy and the intention to take self-protective actions. Content Type Journal Article Pages 1-16 DOI 10.1007/s11069-011-9845-1 Authors Milou Kievik, Saxion, University for Applied Sciences, PO Box 70.000, 7500 KB Enschede, The Netherlands Jan M. Gutteling, University of Twente, PO Box 217, 7500 AE Enschede, The Netherlands Journal Natural Hazards Online ISSN 1573-0840 Print ISSN 0921-030X
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    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
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  • 10
    Publication Date: 2011-06-09
    Description:    Much progress has been made in the area of tropical cyclone prediction using high-resolution mesoscale models based on community models developed at National Centers for Environmental Predication (NCEP) and National Center for Atmospheric Research (NCAR). While most of these model research and development activities are focused on predicting hurricanes in the Atlantic and Eastern Pacific domains, there has been much interest in using these models for tropical cyclone prediction in the North Indian Ocean region, particularly for Bay of Bengal storms that are known historically causing severe damage to life and property. In this study, the advanced operational hurricane modeling system developed at NCEP, known as the Hurricane Weather Research and Forecast (HWRF) model, is used to simulate two recent Bay of Bengal tropical cyclones—Nargis of November 2007 and Sidr of April 2008. The advanced NCEP operational vortex initialization procedure is adapted for simulating these Bay of Bengal tropical cyclones. Two additional regional models, the NCAR Advanced Research WRF and NCAR/Penn State University Mesoscale Model version 5 (MM5) are also used in simulating these storms. Results from these experiments highlight the superior performance of HWRF model over other models in predicting the Bay of Bengal cyclones. These results also suggest the need for a sophisticated vortex initialization procedure in conjunction with a model designed exclusively for tropical cyclone prediction for operational considerations. Content Type Journal Article Pages 1-19 DOI 10.1007/s11069-011-9839-z Authors D. V. Bhaskar Rao, TLGVRC, Jackson State University, Jackson, MS 39217, USA Vijay Tallapragada, NCEP/EMC, 5200 Auth Road, Camp Springs, MD 20746, USA Journal Natural Hazards Online ISSN 1573-0840 Print ISSN 0921-030X
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    Topics: Energy, Environment Protection, Nuclear Power Engineering , Geography , Geosciences
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