Subsurface structure exploration of wide landslide area by Aerial electromagnetic exploration     

H. Nakazato  N. Konishi 《Landslides》2005,2(2):165-169

Aerial electromagnetic exploration obtains the ground resistivity of a wide area by measuring the intensity of a secondary magnetic field induced in the ground by a primary magnetic field. We conducted the AEM exploration in the Yamakoshi Village where was dameged by the Mid Niigata Prefecture Earthquake in 2004, for the landslide hazard assessment. The apparent resistivity distribution in the survey area differ between the Imogawa River Basin and the Asahigawa River Basin, and the former shows high resistivity and the later shows low resistivity with 30 -m as the boundary. In the high resistivity zone that corresponds to the sandy rock distribution area, the large landslide blocks show lower resisitivity than in the surrounding ground. In sandy rock distribution areas, it is possible for the relatively low resistivity parts to be an index of the instability of slopes, even in landslide blocks where deformation has not yet appeared.  相似文献   

Lengths and hazards from channel-fed lava flows on Mauna Loa, Hawai‘i, determined from thermal and downslope modeling with FLOWGO     

Scott K. Rowland  Harold Garbeil  Andrew J. L. Harris 《Bulletin of Volcanology》2005,67(7):634-647

Using the FLOWGO thermo-rheological model we have determined cooling-limited lengths of channel-fed (i.e. a) lava flows from Mauna Loa. We set up the program to run autonomously, starting lava flows from every 4th line and sample in a 30-m spatial-resolution SRTM DEM within regions corresponding to the NE and SW rift zones and the N flank of the volcano. We consider that each model run represents an effective effusion rate, which for an actual flow coincides with it reaching 90% of its total length. We ran the model at effective effusion rates ranging from 1 to 1,000 m³ s^–1, and determined the cooling-limited channel length for each. Keeping in mind that most flows extend 1–2 km beyond the end of their well-developed channels and that our results are non-probabilistic in that they give all potential vent sites an equal likelihood to erupt, lava coverage results include the following: SW rift zone flows threaten almost all of Mauna Loas SW flanks, even at effective effusion rates as low as 50 m³ s^–1 (the average effective effusion rate for SW rift zone eruptions since 1843 is close to 400 m³ s^–1). N flank eruptions, although rare in the recent geologic record, have the potential to threaten much of the coastline S of Keauhou with effective effusion rates of 50–100 m³ s^–1, and the coast near Anaehoomalu if effective effusion rates are 400–500 m³ s^–1 (the 1859 a flow reached this coast with an effective effusion rate of 400 m³ s^–1). If the NE rift zone continues to be active only at elevations >2,500 m, in order for a channel-fed flow to reach Hilo the effective effusion rate needs to be 400 m³ s^–1 (the 1984 flow by comparison, had an effective effusion rate of 200 m³ s^–1). Hilo could be threatened by NE rift zone channel-fed flows with lower effective effusion rates but only if they issue from vents at 2,000 m or lower. Populated areas on Mauna Loas SE flanks (e.g. Phala), could be threatened by SW rift zone eruptions with effective effusion rates of 100 m³ s^–1.Editorial responsibility: J Donnelly-Nolan  相似文献   

地下开采中优势面控水控稳机制分析     

倪宏革  罗国煜 《工程地质学报》2000,8(3):316-319

优势面对矿区灾害事故发生展布具明显的控制作用。本文据诸多实例论述了地下开采中优势面的控水、控稳两类机制 ,并建立了相应的优势指标和评价准则 ,为地下开采灾害控制研究指出了一种新的思路和分析方法。  相似文献   

建设用地地质灾害危险性评估工作中有关问题的探讨     

刘学军  刘志忠 《山西地震》2011,(4):32-35

文章针对在地质灾害危险性评估工作中经常遇到一些较模糊的问题,以国土资源部《建设用地地质灾害危险性评估技术要求》（试行）为依据,结合评估工作实际,就如何做好建设用地地质灾害危险性评估工作,合理确定评估项目的重要性和科学划分危险性分区等问题做了初步探讨。  相似文献   

Long-term regional hurricane hazard analysis for wind and storm surge   总被引：2，自引：0，他引：2  

Pruttipong Apivatanagul  Rachel Davidson  Brian Blanton  Linda Nozick 《Coastal Engineering》2011

This paper introduces a new method to estimate the long-term regional hurricane wind and storm surge hazard. The output is a relatively small set of hurricane scenarios that together represent the regional hazard. For each scenario, the method produces a hazard-consistent annual occurrence probability, and wind speeds and surge levels throughout the study area. These scenarios can be used for subsequent evacuation or loss estimation modeling. This optimization-based probabilistic scenario (OPS) method involves first simulating tens of thousands of candidate hurricane scenarios with wind speeds and approximate surge depths. A mixed-integer linear optimization is then used to select a subset of scenarios and assign hazard-consistent annual occurrence probabilities to each. Finally, a surge model is used to estimate accurate surge depths for the reduced set of events. The method considers the correlation between winds and surge depths and the spatial correlations of each; it is computationally efficient; and it makes explicit the tradeoff between the number of scenarios selected and the errors introduced by using a reduced set of events. A case study for Eastern North Carolina is presented in which a final set of 97 hurricanes provides unbiased results with errors small enough for many practical uses.  相似文献   

Modeling of 500-year tsunamis for probabilistic design of coastal infrastructure in the Pacific Northwest     

Kwok Fai Cheung  Yong Wei  Yoshiki Yamazaki  Solomon C.S. Yim 《Coastal Engineering》2011

This paper describes the development of tsunami scenarios from the National Seismic Hazard Maps for design of coastal infrastructure in the Pacific Northwest. The logic tree of Cascadia earthquakes provides four 500-year rupture configurations at moment magnitude 8.8, 9.0, and 9.2 for development of probabilistic design criteria. A planar fault model describes the rupture configurations and determines the earth surface deformation for tsunami modeling. A case study of four bridge sites at Siletz Bay, Oregon illustrates the challenges in modeling of tsunamis on the Pacific Northwest coast. A nonlinear shallow-water model with a shock-capturing scheme describes tsunami propagation across the northeastern Pacific as well as barrier beach overtopping, bore formation, and detailed flow conditions at Siletz Bay. The results show strong correlation with geological evidence from the six paleotsunamis during the last 2800 years. The proposed approach allows determination of tsunami loads that are consistent with the seismic loads currently in use for design of buildings and structures.  相似文献   

Two-dimensional numerical model for debris flows in the Jiangjia Gully, Yunnan Province     

Hong Peng  Yanxin Zhao  Peng Cui  Wanshun Zhang  Xuejiao Chen  Xiaoqing Chen 《山地科学学报》2011,8(6):757-766

Debris flows are recurrent natural hazards in many mountainous regions.This paper presents a numerical study on the propagation of debris flows in natural erodible open channels,in which the bed erosion and sedimentation processes are important.Based on the Bingham fluid theory,a mathematical model of the two-dimensional non-constant debris flow is developed.The governing equations include the continuity and momentum conservation equations of debris flow,the sediment convection-diffusion equation,the bed erosion-deposition equation and the bed-sediment size gradation adjustment equation.The yield stress and shear stress components are included to describe the dynamic rheological properties.The upwind control-volume Finite Volume Method (FVM) is applied to discretize the convection terms.The improved SIMPLE algorithm with velocity-free-surface coupled correction is developed to solve the equations on non-orthogonal,quadrilateral grids.The model is applied to simulate a debris flow event in Jiangjia Gully,Yunnan Province and to predict the flow pattern and bed erosion-deposition processes.The results show the effectiveness of the proposed numercial model in debris flow simulation and potential hazard analysis.  相似文献   

Factors influencing hazard management by municipalities: The case of coastal communities     

《Global Environmental Change》2022

As climate and anthropogenic changes increase the vulnerability of coastal areas around the world, the threat (and reality) of coastal hazards grows. These threats arise particularly at a local level, calling out for more knowledge on how to best support coastal municipalities to deal with natural and human-induced hazards. This study seeks to add to the understanding through an examination of local-level experience with hazard planning and responses carried out by coastal municipalities, producing insights on how to reduce their vulnerability and support their resilience. It explores the factors influencing coastal municipalities’ management of relevant hazards to achieve comprehensive multi-hazard risk reduction and adaptation. We do so through a national survey of Canada’s coastal municipalities which assessed experience with hazards, risk perception, hazard prioritization, and the extent and specifics of hazard responses. We characterize the determinants of coastal municipalities’ behaviour and intervening factors, and conduct regression analyses to explain coastal municipalities’ risk perception, hazard prioritization, implementation of management processes for dealing with hazards, and the number of implemented or planned hazard responses. Six key factors were identified that influence hazard responses at the municipal level: experience with hazards; competing priorities; hazard visibility; access to resources (financial and technical capacity) and governance (institutional setting and political capacity). We conclude that municipal hazard responses can be reinforced by increasing the effectiveness of risk communication, promoting participatory processes, providing support for municipalities’ identified needs and priorities, ensuring municipalities have access to relevant information and expertise, and implementing integrated coastal governance and management.  相似文献   

“You can't see them from sitting here”: Evaluating beach user understanding of a rip current warning sign     

《Applied geography (Sevenoaks, England)》2015

Rip current warning signs complement lifeguards and flags on many beaches globally to alert beach users to the danger of rip currents and to inform beach users about how to identify and avoid rip currents. Although rip current warning signs, such as the sign distributed by the U.S. National Oceanographic and Atmospheric Administration (NOAA), are an important part of any beach safety program, their effectiveness is unknown. Moreover, we do not know how beach users respond to or perceive the rip-current warnings represented graphically and textually. Here we report on a spatially and temporally randomized survey of 392 beach users from three heavily frequented public beaches in Texas (Galveston, Port Aransas, and Corpus Christi) at the height of the summer beach season in 2012. Beach users were asked to respond to the rip current warning sign developed in 2003–2004 by the U.S. Rip Current Task Force. Nearly half of respondents did not notice any warning sign when approaching the beach. When prompted by enumerators with the Task Force sign, 44.5% of beach users found the sign was “helpful” or “very helpful” to their ability to identify a rip current. However, more than half of beach users had difficulty translating the rip current image into a feature observable while standing or sitting on the shore. Many beach users will respond to a warning sign showing the rip current from the perspective of place, rather than the aerial view representing the ocean as space. This realization guides our specific suggestions for improving the current NOAA warning signs.  相似文献   

Seismic Hazard Assessment of District Mansehra,Khyber Pakhtoonkhawa,Pakistan     

MONA Lisa 《《地质学报》英文版》2014,88(4):1157-1168

The site of Mansehra is located seismically in an active regime, known as the Crystalline Nappe Zone and Hazara-Kashmir Syntaxis in NW Himalayas, Pakistan. Seismic Hazard Assessment （SHA） for the site has been carried out by considering the earthquake source zones, selection of appropriate attenuation equations, near fault effects and maximum potential magnitude estimation. The Mansehra Thrust, Oghi Fault, Banna Thrust, Balakot Shear Zone, Main Boundary Thrust, Panjal Thrust, Jhelum Fault and Muzaffarabad Fault and, further to the south, the Sanghargali, Nathiagali, and Thandiani Thrusts are the most critical tectonic features within the 50 km radius of Mansehra. Using the available instrumental seismological data from 1904 to 2007, SHA has been carried out. Other reactivated critical tectonic features in the area have been investigated. Among them the Balakot-Bagh fault, with the fault length of 120 km from Balakot to Poonch, has been considered as the most critical tectonic feature on the basis of geological/structural/seismological data. The potential earthquake of maximum magnitude 7.8 has been assigned to the Balakot-Bagh fault using four regression relations. The peak ground acceleration value of 0.25 g （10% probability of exceedance for 50 years） and 0.5 g has been calculated with the help of the attenuation equation using probabilistic and deterministic approaches.  相似文献