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Rare measurements of a sprite with halo event driven by a negative lightning discharge over Argentina Rare measurements of a sprite with halo event driven by a negative lightning discharge over Argentina

As part of a collaborative campaign to investigate Transient Lummous Events (TLEs) over South America, coordinated optical, ELF/VLF, and lightning measurements were made of a mesoscale thunderstorm observed on February 22-23, 2006 over northern Argentina that produced 445 TLEs within a ???6 hour period. Here, we report comprehensive measurements of one of these events, a sprite with halo...
Authors
M.J. Taylor, M.A. Bailey, P.D. Pautet, S.A. Cummer, N. Jaugey, J.N. Thomas, N.N. Solorzano, Sabbas F. Sao, R.H. Holzworth, O. Pinto, N.J. Schuch

Modeling landslide recurrence in Seattle, Washington, USA Modeling landslide recurrence in Seattle, Washington, USA

To manage the hazard associated with shallow landslides, decision makers need an understanding of where and when landslides may occur. A variety of approaches have been used to estimate the hazard from shallow, rainfall-triggered landslides, such as empirical rainfall threshold methods or probabilistic methods based on historical records. The wide availability of Geographic Information...
Authors
Diana Salciarini, Jonathan W. Godt, William Z. Savage, Rex L. Baum, Pietro Conversini

Landslides and engineering geology of the Seattle, Washington, area Landslides and engineering geology of the Seattle, Washington, area

This volume brings together case studies and summary papers describing the application of state-of-the-art engineering geologic methods to landslide hazard analysis for the Seattle, Washington, area. An introductory chapter provides a thorough description of the Quaternary and bedrock geology of Seattle. Nine additional chapters review the history of landslide mapping in Seattle, present...
Authors
Rex L. Baum, Jonathan W. Godt, Lynn M. Highland

Converting HAZUS capacity curves to seismic hazard-compatible building fragility functions: effect of hysteretic models Converting HAZUS capacity curves to seismic hazard-compatible building fragility functions: effect of hysteretic models

A methodology was recently proposed for the development of hazard-compatible building fragility models using parameters of capacity curves and damage state thresholds from HAZUS (Karaca and Luco, 2008). In the methodology, HAZUS curvilinear capacity curves were used to define nonlinear dynamic SDOF models that were subjected to the nonlinear time history analysis instead of the capacity...
Authors
Hyeuk Ryu, Nicolas Luco, Jack W. Baker, Erdem Karaca

Rapid Assessment of earthquake-induced landsliding Rapid Assessment of earthquake-induced landsliding

The Pacific Northwest in the United States including Seattle, Washington, experienced unusually heavy rainfall in the winters of 1995/1996 and 1996/1997, which caused numerous landslides. Following these two winters, the City of Seattle resolved to reduce future landslide losses within its jurisdiction. By coincidence, in 1997 the U.S. Geological Survey (USGS) began a five-year project...
Authors
J. W. Godt, B. Sener, K.L. Verdin, D.J. Wald, P.S. Earle, E. L. Harp, R.W. Jibson

Landslide hazard mitigation in North America Landslide hazard mitigation in North America

Active landslides throughout the states and territories of the United States result in extensive property loss and 25-50 deaths per year. The U.S. Geological Survey (USGS) has a long history of detailed examination of landslides since the work of Howe (1909) in the San Juan Mountains of Colorado. In the last four decades, landslide inventory maps and landslide hazard maps have depicted...
Authors
G. F. Wieczorek, P.P. Leahy

A prototype system for forecasting landslides in the Seattle, Washington, area A prototype system for forecasting landslides in the Seattle, Washington, area

Empirical rainfall thresholds and related information form the basis of a prototype system for forecasting landslides in the Seattle area. The forecasts are tied to four alert levels, and a decision tree guides the use of thresholds to determine the appropriate level. From analysis of historical landslide data, we developed a formula for a cumulative rainfall threshold (CT), P3  =  88.9...
Authors
Alan F. Chleborad, Rex L. Baum, Jonathan W. Godt, Philip S. Powers

Assessing deep-seated landslide susceptibility using 3-D groundwater and slope-stability analyses, southwestern Seattle, Washington Assessing deep-seated landslide susceptibility using 3-D groundwater and slope-stability analyses, southwestern Seattle, Washington

In Seattle, Washington, deep-seated landslides on bluffs along Puget Sound have historically caused extensive damage to land and structures. These large failures are controlled by three-dimensional (3-D) variations in strength and pore-water pressures. We assess the slope stability of part of southwestern Seattle using a 3-D limit-equilibrium analysis coupled with a 3-D groundwater flow...
Authors
Dianne L. Brien, Mark E. Reid

Shallow landslide hazard map of Seattle, Washington Shallow landslide hazard map of Seattle, Washington

Landslides, particularly debris flows, have long been a significant cause of damage and destruction to people and property in the Puget Sound region. Following the years of 1996 and 1997, the Federal Emergency Management Agency designated Seattle as a “Project Impact” city with the goal of encouraging the city to become more disaster resistant to landslides and other natural hazards. A...
Authors
Edwin L. Harp, John A. Michael, William T. Laprade

Transient deterministic shallow landslide modeling: Requirements for susceptibility and hazard assessments in a GIS framework Transient deterministic shallow landslide modeling: Requirements for susceptibility and hazard assessments in a GIS framework

Application of transient deterministic shallow landslide models over broad regions for hazard and susceptibility assessments requires information on rainfall, topography and the distribution and properties of hillside materials. We survey techniques for generating the spatial and temporal input data for such models and present an example using a transient deterministic model that...
Authors
J. W. Godt, R.L. Baum, W. Z. Savage, D. Salciarini, W.H. Schulz, E. L. Harp

The role of shear and tensile failure in dynamically triggered landslides The role of shear and tensile failure in dynamically triggered landslides

Dynamic stresses generated by earthquakes can trigger landslides. Current methods of landslide analysis such as pseudo-static analysis and Newmark's method focus on the effects of earthquake accelerations on the landslide mass to characterize dynamic landslide behaviour. One limitation of these methods is their use Mohr-Coulomb failure criteria, which only accounts for shear failure, but...
Authors
T.L. Gipprich, R.K. Snieder, R.W. Jibson, W. Kimman
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