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Dive into the research topics where Harvey M. Greenberg is active.

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Featured researches published by Harvey M. Greenberg.


Geology | 2000

Forest clearing and regional landsliding

David R. Montgomery; Kevin M. Schmidt; Harvey M. Greenberg; William E. Dietrich

The influence of forest clearing on landsliding is central to longstanding concern over the effects of timber harvesting on slope stability. Here we document a strong topographic control on shallow landsliding by combining unique ground-based landslide surveys in an intensively monitored study area with digital terrain modeling using high-resolution laser altimetry and a coarser resolution regional study of 3224 landslides. As predicted by our digital terrain‐based model, landslides occur disproportionately in steep, convergent topography. In terrain predicted to be at low risk of slope failure, a random model performs equally well to our mechanism-based model. Our monitoring shows that storms with 24 hr rainfall recurrence intervals of less than 4 yr triggered landslides in the decade after forest clearing and that conventional monitoring programs can substantially underestimate the effects of forest clearing. Our regional analysis further substantiates that forest clearing dramatically accelerates shallow landsliding in steep terrain typical of the Pacific Northwest.


Hydrological Processes | 1998

Regional test of a model for shallow landsliding

David R. Montgomery; Kathleen Sullivan; Harvey M. Greenberg

Landslides mapped in 14 watershed analyses in Oregon and Washington provide a regional test of a model for shallow landsliding. A total of 3224 landslides were mapped in watersheds covering 2993 km2 and underlain by a variety of lithologies, including Tertiary sedimentary rocks of the Coast Ranges, volcanic rocks of the Cascade Range and Quaternary glacial sediments in the Puget Lowlands. GIS (geographical information system) techniques were used to register each mapped landslide to critical rainfall values predicted from a theoretical model for the topographic control on shallow landsliding using 30 m DEMs (digital elevation models). A single set of parameter values appropriate for simulating slide hazards after forest clearing was used for all watersheds to assess the regional influence of topographic controls on shallow landsliding. Model performance varied widely between watersheds, with the best performance generally in steep watersheds underlain by shallow bedrock and the worst performance in generally low gradient watersheds underlain by thick glacial deposits. Landslide frequency (slides/km2) varied between physiographic provinces but yielded consistent patterns of higher slide frequency in areas with lower critical rainfall values. Simulations with variable effective cohesion predicted that high root strength effectively limits shallow landsliding to topographic hollows with deep soils and locations that experience excess pore pressures, but that low root strength leads to higher probabilities of failure across a greater proportion of the landscape.


Catena | 2004

Topographic controls of landslides in Rio de Janeiro: field evidence and modeling

Nelson Ferreira Fernandes; Renato Fontes Guimarães; Roberto Arnaldo Trancoso Gomes; Bianca Carvalho Vieira; David R. Montgomery; Harvey M. Greenberg

Landslides are common features in the Serra do Mar, located along the southeastern Brazilian coast, most of them associated with intense summer storms, specially on the soil-mantled steep hillslopes around Rio de Janeiro city, where the favelas (slums) proliferated during the last few decades. On February 1996, hundreds of landslides took place in city of Rio de Janeiro triggered by intense rainstorms. Since then, many studies have been carried out in two experimental river basins in order to investigate the role played by the topographic attributes in controlling the spatial distribution of landslides inside them. Landslide scars and vegetation cover were mapped using aerial photographs and field observations. A detailed digital terrain model (4 m 2 resolution) of the basins was generated from which the main topographic attributes were analyzed, producing maps for slope, hillslope form, contributing area and hillslope orientation. By comparing these maps with the spatial distribution of the landslide scars for the 1996 event, a landslide potential index (LPI) for the many classes of the different topographic attributes was defined. At the same time, field experiments with the Guelph permeameter were carried out and a variety of scenarios were simulated with the SHALSTAB model, a process-based mathematical model for the topographic control on shallow landslides. The results suggest that most of the landslides triggered in the studied basins were strongly influenced by topography, while vegetation cover did affect landslide distribution. Between the topographic attributes, hillslope form and contributing area played a major role in controlling the spatial distribution of landslides. Therefore, any procedure to be used in this environment towards the definition of landslide hazards need to incorporate these topographic attributes. D 2003 Elsevier B.V. All rights reserved.


Engineering Geology | 2003

Parameterization of soil properties for a model of topographic controls on shallow landsliding: application to Rio de Janeiro

Renato Fontes Guimarães; David R. Montgomery; Harvey M. Greenberg; Nelson Ferreira Fernandes; Roberto Arnaldo Trancoso Gomes; Osmar Abílio de Carvalho Júnior

A key problem in the use of physically based models of landslide hazards is how to parameterize the representation of soil properties. We applied a physically based model for the topographic control on shallow landsliding (SHALSTAB) to two catchments in Rio de Janeiro to investigate the accuracy of model results in relation to parameterization of soil properties. In so doing, we address the relevance of values derived from laboratory tests to the field problem, as well as the trade-offs inherent in model parameterization. We ran the model for all combinations of reasonable cohesion, bulk density, and friction angle values and compared model predictions to mapped landslides scars. We rank sorted model performance through the proportion of the total area of landslide scars correctly predicted as potentially unstable. Application of the model to an area where soil properties are not well known can be based on either a standard parameterization that emphasizes topographic controls, or on local calibration of soil parameters against a map of known landslide locations. Our analysis suggests that, in general, acquisition of high-quality digital elevation models (DEMs) is more important than generation of spatially detailed soil property values for reconnaissance level assessment of shallow landslide hazards.


Geology | 2014

The contribution of mountains to global denudation

Isaac J. Larsen; David R. Montgomery; Harvey M. Greenberg

The hypothesis that mountains infl uence global climate through links among rock uplift, physical and chemical denudation, and the carbon cycle remains vigorously debated. We address the contribution of mountains to global denudation with an empirical model that predicts that >50% of the total denudation and 40% of the chemical denudation occur on the steepest ~10% of Earth’s terrestrial surface. These fi ndings contrast with those from a recent study that suggested global-scale denudation occurs primarily on gently sloping terrain, but did not account for the infl uence of digital elevation model resolution on modeled denudation rates. Comparison of calculated denudation rates against the sum of measured sediment and solute yields from 265 watersheds indicates a positive correlation (R 2 = 0.44) with order-ofmagnitude variability refl ecting, among other things, the effects of dams and agriculture. In addition, ratios of measured river yield to modeled denudation rate decline as catchment area increases due to progressively greater sediment storage with increasing drainage area. Our results support the conclusion that the small mountainous fraction of Earth’s surface dominates global denudation and the fl ux of sediment and solutes to oceans.


Earth and Planetary Science Letters | 2003

Streamflow response to the Nisqually earthquake

David R. Montgomery; Harvey M. Greenberg; Daniel T. Smith

An extensive network of stream gages documents regional streamflow response to the M6.8 Nisqually earthquake wherein almost half of the gages analyzed within 115 km of the epicenter exhibited changes in baseflow within 13 h after the earthquake. Rapid streamflow response indicates that the impetus for the increased discharge originated within 100 m of the water table. Distance to the epicenter explained only 13% of the variance in streamflow response and the maximum modeled ground acceleration within 5 km of each gage location was not correlated with increased streamflow. Of those rivers that responded, post-seismic increases in discharge were correlated with pre-earthquake discharge; larger rivers exhibited greater absolute increases in streamflow. Analysis of baseflow recession in the periods 1 month before and 1 month after the earthquake indicates no systematic detectable changes in aquifer properties. Locations with seismically induced increases in streamflow were closer to the epicenter than an empirical limit to the area susceptible to liquefaction based on observations reported for previous earthquakes. In addition, the spatial pattern of streamflow response corresponds to the pattern of near-surface volumetric strain, with decreased streamflow in areas that dilated and substantial increases in streamflow in areas of greatest compression and subsidence. Together these observations suggest that settling and compaction of surficial deposits of the Seattle Basin and liquefaction of partially saturated valley-bottom deposits were responsible for post-seismic increases in streamflow. Compilation of distance^magnitude data for streamflow responses to a wide range of earthquakes show that streamflow changes generally occur in areas susceptible to liquefaction. 8 2003 Published by Elsevier Science B.V.


Earth Surface Processes and Landforms | 2000

Local relief and the height of Mount Olympus

David R. Montgomery; Harvey M. Greenberg

A three-dimensional assessment of the net volume of rock differentially eroded from below mountain tops to form valleys yields a range-wide constraint on feedback between valley development and the height of mountain peaks. The ‘superelevation’ of mountain peaks potentially attributable to differential removal of material from below peaks in the Olympic Mountains, Washington, was constrained by fitting a smoothed surface to the highest elevation points on a 30 m grid digital elevation model of the range. High elevation areas separate into two primary areas: one centred on Mount Olympus in the core of the range and the other at the eastern end of the range. The largest valleys, and hence areas with the greatest volume of differentially eroded material, surround Mount Olympus. In contrast, the highest mean elevations concentrate in the eastern end of the range. Calculation of the isostatic rebound at Mount Olympus attributable to valley development ranges from 500 to 750 m (21 to 32 per cent of its height) for a 5 to 10 km effective elastic thickness of the crust. Comparison of cross-range trends in mean and maximum elevation reveals that this calculated rebound for Mount Olympus corresponds well with its ‘superelevation’ above the general cross-range trend in mean elevation. It therefore appears that the location of the highest peak in the Olympics is controlled by the deep valleys excavated in the centre of the range. Copyright


ISPRS international journal of geo-information | 2017

Determination of Areas Susceptible to Landsliding Using Spatial Patterns of Rainfall from Tropical Rainfall Measuring Mission Data, Rio de Janeiro, Brazil

Renato Fontes Guimarães; Wátila Portela Machado; Osmar Abílio de Carvalho; David R. Montgomery; Roberto Arnaldo Trancoso Gomes; Harvey M. Greenberg; Márcio Cataldi; Pedro Coutinho Mendonça

Spatial patterns of shallow landslide initiation reflect both spatial patterns of heavy rainfall and areas susceptible to mass movements. We determine the areas most susceptible to shallow landslide occurrence through the calculation of critical soil cohesion and spatial patterns of rainfall derived from TRMM (Tropical Rainfall Measuring Mission) data for Paraty County, State of Rio de Janeiro, Brazil. Our methodology involved: (a) creating the digital elevation model (DEM) and deriving attributes such as slope and contributing area; (b) incorporating spatial patterns of rainfall derived from TRMM into the shallow slope stability model SHALSTAB; and (c) quantitative assessment of the correspondence of mapped landslide scars to areas predicted to be most prone to shallow landsliding. We found that around 70% of the landslide scars occurred in less than 10% of the study area identified as potentially unstable. The greatest concentration of landslides occurred in areas where the root strength of vegetation is an important contribution to slope stability in regions of orographically-enhanced rainfall on the coastal topographic flank. This approach helps quantify landslide hazards in areas with similar geomorphological characteristics, but different spatial patterns of rainfall.


Canadian Journal of Fisheries and Aquatic Sciences | 2004

Basin-scale availability of salmonid spawning gravel as influenced by channel type and hydraulic roughness in mountain catchments

John M. Buffington; David R. Montgomery; Harvey M. Greenberg


Canadian Journal of Fisheries and Aquatic Sciences | 2002

Landscape characteristics, land use, and coho salmon (Oncorhynchus kisutch) abundance, Snohomish River, Wash., U.S.A.

George R. Pess; David R. Montgomery; E. Ashley Steel; Robert E. Bilby; Blake E. Feist; Harvey M. Greenberg

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Sanjoy M. Som

University of Washington

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Nelson Ferreira Fernandes

Federal University of Rio de Janeiro

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Stephen Wood

University of Washington

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Bianca Carvalho Vieira

Federal University of Rio de Janeiro

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Bernard Hallet

University of Washington

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