Experimental Measurements of Velocity and Pressure Distribution on a Large Broad-Crested Weir

Basic experiments were conducted in a near full-scale broad-crested weir. Detailed velocity and pressure measurements were performed for two configurations. The results showed the rapid flow distribution at the upstream end of the weir, while an overhanging crest design may affect the flow field. The study showed further that large vortical structures might be observed immediately upstream of the weir and impact adversely on the overflow.

Entre rios e ruas: água, açude e tragédia em uma cidade do agreste potiguar (Santa Cruz, 1º de abril de 1981)

On the evening of April 1, 1981, the city of Santa Cruz was taken by a flood that destroyed the spillway weir Santa Cruz and much of the city, causing the population of the lower areas to abandon their homes. Residences and closest to the dam, the river and the creek Trairi Sin streets were totally affected, and many of the houses and public buildings completely destroyed. Located in the state of Rio Grande do Norte, the city of Santa Cruz is marked by a very hot climate and semi-arid. With an average normal rainfall of 498.7 mm per year, the city is affected by drought since the beginning of its foundation, around the year 1831. For its development had continued, it was necessary that the population actualize various environmental interventions Nature, especially as regards the storage and distribution of water. Considering the process of occupying the space in question, as well as the relationships that human groups have with the natural environment, we aim to analyze how human interventions affect the environment around them, modifying it to meet their needs and interests. Thus, we intend to understand how media coverage enabled the construction of a framework of tragedy. We intend to observe how the occupation of Santa Cruz led to the modification of their surroundings, trying to discuss the effects of human intervention on natural disasters. Among the research sources include newspapers A República, Diário de Natal, Tribuna do Norte, O Poti and Folha de São Paulo, as well as interviews with the then mayor of Santa Cruz, Hildebrando Teixeira de Souza, and with the couple José Henrique de Pontes and Severina Aguida de Pontes, whose house was hit by the flood. We will also take messages from the state government, the minutes of the city council of Santa Cruz and reports produced by DNOCS on the construction of the weir and its survey after the flood.

Estudo numérico do escoamento em descarregadores por orifício

Atualmente, no estudo do comportamento de descarregadores de cheias por orifício, é necessário conhecer as pressões ao longo do descarregador, para várias alturas de água na albufeira. Este tipo de estudos tem sido usualmente realizado recorrendo a ensaios experimentais. No entanto, a utilização de modelos numéricos para a simulação do escoamento em estruturas hidráulicas encontra-se numa fase emergente. Neste sentido, a presente dissertação pretende apresentar um estudo numérico relativo ao escoamento em descarregadores de cheias por orifício. Por forma a efetuar o estudo numérico, foi utlizado o programa comercial de CFD FLOW-3D®, reproduzindo um modelo reduzido construído no Laboratório Nacional de Engenharia Civil (LNEC) correspondente a um descarregador por orifício. Para a realização das simulações numéricas foi necessário definir o objeto de estudo, a malha de cálculo, as condições de fronteira e as propriedades do fluido e objeto de modo a reproduzir as situações ensaiadas experimentalmente no LNEC. A proximidade dos resultados experimentais e numéricos para vários níveis de água na albufeira permitiu validar o modelo numérico para este tipo de escoamentos no interior do orifício.

Características das ondas a jusante de dissipador por ressalto hidráulico

A ação das ondas nas margens de rios provoca o desprendimento de material, tornandoas vulneráveis a erosão. O trabalho apresenta uma descrição de vários experimentos realizados em um modelo reduzido parcial de um vertedouro em degraus com um canal a jusante, instalado no Laboratório de Obras Hidráulicas (IPH/UFRGS). Diferentes condições de vazão e submergência foram consideradas, com o objetivo de estudar as características principais de ondas, tais como, altura e período, que atuam sobre as margens em áreas de influencia de aproveitamento hidrelétrico. Uma analise temporal e espectral foram realizadas com base nos dados medidos e apresentada neste trabalho. Os resultados das análises indicam, em uma primeira abordagem, que as características principais das ondas estão mais relacionadas com a vazão do que com a submergência.

Stilling Basin Scour Remediation Using Air Injection and Flat Plate Extension

The South Florida Water Management District (SFWMD) is responsible for managing over 2500 miles of waterways and hundreds of water control structures. Many of these control structures are experiencing erosion, known as scour, of the sediment downstream of the structure. Laboratory experiments were conducted in order to investigate the effectiveness of two-dimensional air diffusers and plate extensions (without air injection) on a 1/30 scale model of one of SFWMD gated spillway structures, the S65E gated spillway. A literature review examining the results of similar studies was conducted. The experimental design for this research was based off of previous work done on the same model. Scour of the riverbed downstream of gated spillway structures has the potential to cause serious damage, as it can expose the foundation of the structure, which can lead to collapse. This type of scour has been studied previously, but it continues to pose a risk to water control structures and needs to be studied further. The hydraulic scour channel used to conduct experiments contains a head tank, flow straighteners, gated spillway, stilling basin, scour chamber, sediment trap, and tailwater tank. Experiments were performed with two types of air diffusers. The first was a hollow, acrylic, triangular end sill with air injection holes on the upstream face, allowing for air injection upstream. The second diffuser was a hollow, acrylic rectangle that extended from the triangular end sill with air injection holes in the top face, allowing for vertical air injection, perpendicular to flow. Detailed flow and bed measurements were taken for six trials for each diffuser ranging from no air injection to 5 rows of 70 holes of 0.04" diameter. It was found that with both diffusers, the maximum amount of air injection reduced scour the most. Detailed velocity measurements were taken for each case and turbulence statistics were analyzed to determine why air injection reduces scour. It was determined that air injection reduces streamwise velocity and turbulence. Another set of experiments was performed using an acrylic extension plate with no air injection to minimize energy costs. Ten different plate lengths were tested. It was found that the location of deepest scour moved further downstream with each plate length. The 32-cm plate is recommended here. Detailed velocity measurements were taken after the cases with the 32-cm plate and no plate had reached equilibrium. This was done to better understand the flow patterns in order to determine what causes the scour reduction with the extension plates. The extension plate reduces the volume of scour, but more importantly translates the deepest point of scour downstream from the structure, lessening the risk of damage.

Exceptional river gorge formation from unexceptional floods

An understanding of rates and mechanisms of incision and knickpoint retreat in bedrock rivers is fundamental to perceptions of landscape response to external drivers, yet only sparse field data are available. Here we present eye witness accounts and quantitative surveys of rapid, amphitheatre-headed gorge formation in unweathered granite from the overtopping of a rock-cut dam spillway by small-moderate floods (B100–1,500m3 s�1). The amount of erosion demonstrates no relationship with flood magnitude or bedload availability. Instead, structural pattern of the bedrock through faults and joints appears to be the primary control on landscape change. These discontinuities facilitate rapid erosion (4270m headward retreat; B100m incision; and B160m widening over 6 years) principally through fluvial plucking and block topple. The example demonstrates the potential for extremely rapid transient bedrock erosion even when rocks are mechanically strong and flood discharges are moderate. These observations are relevant to perceived models of gorge formation and knickpoint retreat.