Two-Dimensional Hillslope Scale Soil Erosion Model

On a hillslope, overland flow first generates sheet erosion and then, with increasing flux, it causes rill erosion. Sheet erosion (interrill erosion) and rill erosion are commonly observed to coexist on hillslopes. Great differences exist between both the intensities and incidences of rill and interrill erosion. In this paper, a two-dimensional rill and interrill erosion model is developed to simulate the details of the soil erosion process on hillslopes. The hillslope is treated as a combination of a two-dimensional interrill area and a one-dimensional rill. The rill process, the interrill process, and the joint occurrence of rill and interrill areas are modeled, respectively. Thus, the process of sheet flow replenishing rill flow with water and sediment can be simulated in detail, which may possibly render more truthful results for rill erosion. The model was verified with two sets of data and the results seem good. Using this model, the characteristics of soil erosion on hillslopes are investigated. Study results indicate that (1) the proposed model is capable of describing the complex process of interrill and rill erosion on hillslopes; (2) the spatial distribution of erosion is simulated on a simplified two-dimensional hillslope, which shows that the distribution of interrill erosion may contribute to rill development; and (3) the quantity of soil eroded increases rapidly with the slope gradient, then declines, and a critical slope gradient exists, which is about 15-20 degrees for the accumulated erosion amount.

Coastal erosion as a natural resource management problem: An economic perspective

Unremitting waves and occasional storms bring dynamic forces to bear on the coast. Sediment flux results in various patterns of erosion and accretion, with an overwhelming majority (80 to 90 percent) of coastline in the eastern U.S. exhibiting net erosion in recent decades. Climate change threatens to increase the intensity of storms and raise sea level 18 to 59 centimeters over the next century. Following a lengthy tradition of economic models for natural resource management, this paper provides a dynamic optimization model for managing coastal erosion and explores the types of data necessary to employ the model for normative policy analysis. The model conceptualizes benefits of beach and dune sediments as service flows accruing to nearby residential property owners, local businesses, recreational beach users, and perhaps others. Benefits can also include improvements in habitat for beach- and dune-dependent plant and animal species. The costs of maintaining beach sediment in the presence of coastal erosion include expenditures on dredging, pumping, and placing sand on the beach to maintain width and height. Other costs can include negative impacts on the nearshore environment. Employing these constructs, an optimal control model is specified that provides a framework for identifying the conditions under which beach replenishment enhances economic welfare and an optimal schedule for replenishment can be derived under a constant sea level and erosion rate (short term) as well as an increasing sea level and erosion rate (long term). Under some simplifying assumptions, the conceptual framework can examine the time horizon of management responses under sea level rise, identifying the timing of shift to passive management (shoreline retreat) and exploring factors that influence this potential shift. (PDF contains 4 pages)

A GIS-based model of soil erosion and transport

Soil erosion is a natural process that occurs when the force of wind, raindrops or running water on the soil surface exceeds the cohesive forces that bind the soil together. In general, vegetation cover protects the soil from the effects of these erosive forces. However, land management activities such as ploughing, burning or heavy grazing may disturb this protective layer, exposing the underlying soil. The decision making process in rural catchment management is often supported by the predictive modelling of soil erosion and sediment transport processes within the catchment, using established techniques such as the Universal Soil Loss Equation [USLE] and the Agricultural Nonpoint Source pollution model [AGNPS]. In this article, the authors examine the range of erosion models currently available and describe the application of one of these to the Burrishoole catchment on the north-west coast of Ireland, which has suffered heavy erosion of blanket peat in recent years.

Modelling soil erosion and transport in the Burrishoole catchment, Newport, Co. Mayo, Ireland

The Burrishoole catchment is situated in County Mayo, on the northwest coast of the Republic of Ireland. Much of the catchment is covered by blanket peat that, in many areas, has become heavily eroded in recent years. This is thought to be due, primarily, to the adverse effects of forestry and agricultural activities in the area. Such activities include ploughing, drainage, the planting and harvesting of trees, and sheep farming, all of which are potentially damaging to such a sensitive landscape if not managed carefully. This article examines the sediment yield and hydrology of the Burrishoole catchment. Flow and sediment concentrations were measured at 8-hourly intervals from 5 February 2001 to 8 November 2001 with an automatic sampler and separate flow gauge, and hourly averages were recorded between 4 July 2002 and 6 September 2002 using an automatic river monitoring system [ARMS]. The authors describe the GIS-based model of soil erosion and transport that was applied to the Burrishoole catchment during this study. The results of these analyses were compared, in a qualitative manner, with the aerial photography available for the Burrishoole catchment to see whether areas that were predicted to contribute large proportions of eroded material to the drainage network corresponded with areas where peat erosion could be identified through photo-interpretation.

Morphological ordered gray-scale erosion for optical image processing

An ordered gray-scale erosion is suggested according to the definition of hit-miss transform. Instead of using three operations, two images, and two structuring elements, the developed operation requires only one operation and one structuring element, but with three gray-scale levels. Therefore, a union of the ordered gray-scale erosions with different structuring elements can constitute a simple image algebra to program any combined image processing function. An optical parallel ordered gray-scale erosion processor is developed based on the incoherent correlation in a single channel. Experimental results are also given for an edge detection and a pattern recognition. (C) 1998 Society of Photo-Optical Instrumentation Engineers. [S0091-3286(98)00306-7].

Comparação in vitro do desgaste dental em função da dureza de três diferentes tipos de materiais antagonistas

O objetivo deste estudo foi comparar in vitro o desgaste dental de pré-molares (PM) e molares (M) e sua relação com o valor de dureza Vickers dos materiais utilizados como antagonistas em uma máquina de abrasão simulada para provocar o desgaste nos dentes testados. Os materiais antagonistas utilizados foram VeraBond II (liga de Ni-Cr), Solidex (resina composta) e IPS Empress 2 (cerâmica). Para cada ensaio de dureza, foram preparados seis corpos-de-prova de cada material, os quais foram polidos sob refrigeração, com ciclo de 20 min para cada granulação. Num microdurômetro (HMV-2), foram realizadas três mossas por quadrante, cada uma sob carga de 19,614 N por 30 s, totalizando 12 mossas de base quadrada com ângulo de 136 entre os planos. O teste de abrasão foi realizado numa máquina simuladora de abrasão, freqüência de 265 ciclos/min e 4,4 Hz, com um percurso do antagonista de 10 mm à velocidade de 88 mm/s. Cada dente foi testado em oposição a um antagonista (foram 6 pares dente/material para cada grupo), em água deionizada, sob carga de 5 N, por 150 min, num total de 39.750 ciclos. Foram utilizados dezenove dentes 1 pré-molares, dezenove 3 molares e confeccionados doze antagonistas em cada material em forma de pastilha. Cada grupo de seis dentes foi testado em oposição a seis antagonistas do mesmo material. Ademais, um dente 1 pré-molar (PM) e um dente 3 molar (M) foram testados em oposição ao Plexiglass. Com relação ao desgaste do esmalte dentário (PM+M) segundo o material antagonista, o teste de Kruskal-Wallis evidenciou diferença significativa com p-valor < 0,001 e o teste de Mann-Whitney evidenciou diferença significativa nas comparações PM+M/resina X PM+M/metal (p-valor < 0,001), PM+M/resina X PM+M/cerâmica (p-valor < 0,001) e PM+M/metal X PM+M/cerâmica (p-valor = 0,002). A análise isolada, considerando pré-molares e molares separadamente, encontrou diferença significativa em relação ao desgaste do esmalte dentário no teste de Kruskall-Wallis, porém não detectou diferença significativa no teste de comparação múltipla Mann-Whitney quando comparou o desgaste sofrido pelo PM/metal em relação ao PM/cerâmica. Em relação à dureza Vickers detectou-se diferença significativa da dureza dos materiais no teste de Kruskall-Wallis (p-valor < 0,001) e também no teste de Mann-Whitney nas comparações múltiplas com p-valor = 0,002. Comparando-se a dureza com a perfilometria, observou-se uma correlação estatisticamente significativa (p ≤ 0,05) na correlação negativa (ρ= -0,829) entre a dureza do metal como material antagonista e o desgaste do esmalte dentário do dente molar. Os resultados sugeriram que todo material restaurador indireto estudado causou desgaste ao esmalte dentário quando submetido a forças de simulação de abrasão com carga. Embora tenha sido observada correlação entre dureza e resistência à abrasão, essa correlação foi pouco significativa.

Mechanics of sediment transport and bedrock erosion in steep landscapes

Erosion is concentrated in steep landscapes such that, despite accounting for only a small fraction of Earth’s total surface area, these areas regulate the flux of sediment to downstream basins, and their rugged morphology records transient changes (or lack thereof) in geologic and climatic forcing. Steep landscapes are geomorphically active; large sediment fluxes and rapid landscape evolution rates can create or destroy habitat for humans and wildlife alike, and landslides, debris flows, and floods common in mountainous areas represent a persistent natural and structural hazard. Despite the central role that steep landscapes play in the geosciences and in landscape management, the processes controlling their evolution have been poorly studied compared to lower-gradient areas. This thesis focuses on the basic mechanics of sediment transport and bedrock incision in steep landscapes, as these are the fundamental processes which set the pace and style of landscape evolution. Chapter 1 examines the spatial distribution of slow-moving landslides; these landslides can dominate sediment fluxes to river networks, but the controls on their occurrence are poorly understood. Using a case-study along the San Andreas Fault, California, I show that slow-moving landslides preferentially occur near the fault, suggesting a rock-strength control on landslide distribution. Chapter 2 provides the first field-measurements of incipient sediment motion in streams steeper than 14% and shows a large influence of slope-dependent flow hydraulics and grain-scale roughness on particle motion. Chapter 3 presents experimental evidence for bedrock erosion by suspended sediment, suggesting that, in contrast to prevailing theoretical predictions, suspension-regime transport in steep streams can be the dominant erosion agent. Steep streams are often characterized by the presence of waterfalls and bedrock steps which can have locally high rates of erosion; Chapters 4 and 5 present newly developed, experimentally validated theory on sediment transport through and bedrock erosion in waterfall plunge pools. Finally, Chapter 6 explores the formation of a bedrock slot canyon where interactions between sediment transport and bedrock incision lead to the formation of upstream-propagating bedrock step-pools and waterfalls.