Numerical Simulation Of Sediment Transport And Bedmorphology Around A Hydraulic Structure On A River

Scour around hydraulic structures is a critical problem in hydraulic engineering. Under prediction of scour depth may lead to costly failures of the structure, while over prediction might result in unnecessary costs. Unfortunately, up-to-date empirical scour prediction formulas are based on laboratory experiments that are not always able to reproduce field conditions due to complicated geometry of rivers and temporal and spatial scales of a physical model. However, computational fluid dynamics (CFD) tools can perform using real field dimensions and operating conditions to predict sediment scour around hydraulic structures. In Korea, after completing the Four Major Rivers Restoration Project, several new weirs have been built across Han, Nakdong, Geum and Yeongsan Rivers. Consequently, sediment deposition and bed erosion around such structures have became a major issue in these four rivers. In this study, an application of an open source CFD software package, the TELEMAC-MASCARET, to simulate sediment transport and bed morphology around Gangjeong weir, which is the largest multipurpose weir built on Nakdong River. A real bathymetry of the river and a geometry of the weir have been implemented into the numerical model. The numerical simulation is carried out with a real hydrograph at the upstream boundary. The bedmorphology obtained from the numerical results has been validated against field observation data, and a maximum of simulated scour depth is compared with the results obtained by empirical formulas of Hoffmans. Agreement between numerical computations, observed data and empirical formulas is judged to be satisfactory on all major comparisons. The outcome of this study does not only point out the locations where deposition and erosion might take place depending on the weir gate operation, but also analyzes the mechanism of formation and evolution of scour holes after the weir gates.

A Study On The Flow Characteristics Influenced By Hydraulic Structure At A Channel Junction

Natural riversare consisting of various networks as junction andstreams. And sediment and erosion are occurred by specific stream condition. When flood season,large discharge flew in the river and river bed changed by high flow velocity. Especially junction area’s flow characteristics are very complex. The purpose of this study is to analyze the flow characteristics in channel junction, which are most influenced by large discharge like flooding and input water from tributary. We investigate the flow characteristics by using hydrodynamics and transport module in MIKE 3 FM. MIKE 3 FM model was helpful tool to analysis 3D hydrodynamics, erosion and sediment effect from channel bed. We analyze flow characteristics at channel junction. Also we consider hydraulic structures like a bridge pier which is influencing flow characteristics like a flow velocity, water level, erosion and scour depth in channel bed. In the model, we controlled discharge condition according to Froude Number and reflect various grain diameter size and flow ratio change in main stream and tributary. In the result, flow velocity, water level, erosion and sediment depth are analyzed. Additionally, we suggest a these result relationship with equations. This study will help the understand flow characteristics and influence of hydraulic structure in channel junction. Acknowledgments This research was supported by a grant (12-TI-C01) from Advanced Water Management Research Program funded by Ministry of Land, Infrastructure and Transport of Korean government.

植物根与茎输水结构的研究和功能分析

本文采用树脂复型法对裸子植物红豆杉的管胞，木本单子叶植物竹和棕榈藤木质部中各种管状分子（主要是导管和管胞）的内壁结构进行了研究;采用原子力显微镜对玉米和小麦根内皮层细胞内切向壁的表面结构进行了探索性的研究;用光学显微镜并结合荧光技术对典型的旱生、中生及水生植物根内皮层的次生加厚壁进行了比较观察;同时辅以传统的组织切片法对以上研究结果做了进一步的论证。 采用树脂复型法，不仅可观察到常规解剖法所能展示的结构，而且还可清晰地观察到管状分子间具缘纹孔对等常规方法所难以显示的三维构造，并对其各项结构参数进行了定量测量。结果表明：裸子植物管胞和竹、藤管状分子具缘纹孔的内、外口比例分别约为3:1 和1:1，其它各项结构参数均存在较大差别。此外，在云南省藤和桂竹等导管内壁上还观察到瘤层结构，瘤体直径大小为200-800纳米之间。 旱生植物内皮层细胞内切向壁的闪生加厚最为明显，水生植物的加厚程度最微弱，而中生植物则介于两类植物之间。玉米内皮层细胞内切向壁的内表面起伏不平，并具有70-90纳米的“孔状”质外体结构，其频率约为2，000个/平方微米。

贵州喀斯特森林优势木本植物水力结构特征

水力结构就是植物在特定的自然环境条件下，为适应生存竞争的需要所形成的不同形态结构和水分运输供给策略，它对于植物物种的分布、抗逆能力等方面起关键性作用。喀斯特常绿阔叶林生长的特有植物种类以其独特的形态解剖特征和生理适应性，很好的适应了喀斯特地区独特的水分和土壤环境，以维持自身的生存和最适生长。植物的水分关系是喀斯特地区特有植物种类适应环境的核心生理生态学问题之一。贵州喀斯特地区石漠化正日益加剧，因此，对贵州植物水力结构和环境适应性进行研究具有重要的意义。 目前，国内外学者在“冲洗法”中使用的不同冲洗溶质可能对植物木质部水力结构的测定结果等产生较大影响，因此本文首先研究了三种溶质的冲洗溶液对毛白杨(Populus tomentosa)和油松(Pinus tabulaeformis)枝条的水力导度和抵抗空穴化能力的影响。实验结果表明: 相对于去离子水，用0.01 M 的草酸和0.03 M KCl溶液作为冲洗溶液，均导致毛白杨木质部导管和油松管胞的水力导度测定值的增大。KCl导致毛白杨和油松木质部抵抗空穴化能力的测定值提高，草酸导致杨树抵抗空穴化能力测定值增强但导致油松抗空穴化能力测定值显著(P<0.01)减弱。小枝水平上，毛白杨和油松的水分运输效率和抗空穴化能力之间没有显著相关性。另外，在截枝实验中发现毛白杨小枝木质部水力导度随长度增加变化不大，而油松枝条的木质部水力导度有逐渐增大的趋势。以上的实验结果表明不同溶质下毛白杨和油松枝条的木质部水力导度和抵抗空穴化能力不同，草酸和KCl可能对木质部管道系统及纹孔处的果胶等产生作用，从而使毛白杨和油松的水力结构发生变化。毛白杨与油松水力结构在去离子水、草酸和KCl的作用下的不同结果及两物种截枝试验下水力导度的不同变化趋势，表明导管运输系统和管胞运输系统可能具有不同的水分运输影响因素。 在贵州花江、普定、荔波等地选择当地森林中39种优势木本植物作为研究对象，对其枝条的水力结构进行研究，结果表明: 该地区优势木本植物的水力结构与其他森林类型相比，其木质部抗栓塞化能力介于热带雨林和热带干热森林之间，而水力导度高于各森林类型的平均值。在石漠化程度不同的地区，植物总体的水力导度和水分运输的安全性没有呈现出明显的规律，但是同种植物在较为干旱的严重石漠化地区，其木质部安全性较高，植物在周围环境的影响下木质部水力结构朝着更适应周围环境的方向发展。 贵州喀斯特地区常绿植物和落叶植物的水力结构差异较为明显(P<0.05)。落叶树种主要在夏季生长，其最大水力导度较高，而冬季依靠落叶等方式度过不利的生长环境，因此其木质部安全性较常绿树种更为脆弱。总体而言，贵州喀斯特森林优势木本植物的在水力导度与安全性之间存在权衡关系，说明在大尺度水平上随着水力导度的提高即水分运输效率的提高，植物木质部抗空穴化的能力降低。

Stochastic analysis of seepage under water-retaining structures

This paper investigated the problem of confined flow under dams and water retaining structuresusing stochastic modelling. The approach advocated in the study combined a finite elementsmethod based on the equation governing the dynamics of incompressible fluid flow through aporous medium with a random field generator that generates random hydraulic conductivity basedon lognormal probability distribution. The resulting model was then used to analyse confined flowunder a hydraulic structure. Cases for a structure provided with cutoff wall and when the wall didnot exist were both tested. Various statistical parameters that reflected different degrees ofheterogeneity were examined and the changes in the mean seepage flow, the mean uplift forceand the mean exit gradient observed under the structure were analysed. Results reveal that underheterogeneous conditions, the reduction made by the sheetpile in the uplift force and exit hydraulicgradient may be underestimated when deterministic solutions are used.

Vivências do Quotidiano do Hospital Real de Todos-os-Santos (Lisboa) : os contextos do poço SE do claustro NE

As intervenções arqueológicas concretizadas entre 1999-2001 permitiram o reconhecimento de contextos referentes ao Hospital Real de Todos-os-Santos, nomeadamente o claustro NE, bem como uma estrutura hidráulica no seu perímetro interno. A identificação do espólio cerâmico e vítreo aqui descartado permite, numa primeira fase, a aferição cronológica e tipológica destes e, consequentemente, do perfil funcional (utilitário, de cozinha e medicinal), numa tentativa de padronização do conjunto arte factual no edifício hospitalar e na cidade de Lisboa. Num segundo estágio, pretendese obter uma leitura concreta no que concerne ao período de utilização desta estrutura, indo de encontro às distintas áreas a vigorar no espaço claustral.

Groundwater residence time distributions in peatlands: implications for peat decomposition and accumulation

Peat soils consist of poorly decomposed plant detritus, preserved by low decay rates, and deep peat deposits are globally significant stores in the carbon cycle. High water tables and low soil temperatures are commonly held to be the primary reasons for low peat decay rates. However, recent studies suggest a thermodynamic limit to peat decay, whereby the slow turnover of peat soil pore water may lead to high concentrations of phenols and dissolved inorganic carbon. In sufficient concentrations, these chemicals may slow or even halt microbial respiration, providing a negative feedback to peat decay. We document the analysis of a simple, one-dimensional theoretical model of peatland pore water residence time distributions (RTDs). The model suggests that broader, thicker peatlands may be more resilient to rapid decay caused by climate change because of slow pore water turnover in deep layers. Even shallow peat deposits may also be resilient to rapid decay if rainfall rates are low. However, the model suggests that even thick peatlands may be vulnerable to rapid decay under prolonged high rainfall rates, which may act to flush pore water with fresh rainwater. We also used the model to illustrate a particular limitation of the diplotelmic (i.e., acrotelm and catotelm) model of peatland structure. Model peatlands of contrasting hydraulic structure exhibited identical water tables but contrasting RTDs. These scenarios would be treated identically by diplotelmic models, although the thermodynamic limit suggests contrasting decay regimes. We therefore conclude that the diplotelmic model be discarded in favor of model schemes that consider continuous variation in peat properties and processes.

Perda de carga em mangueiras gotejadoras novas e usadas

This paper aims to determine the importance of emitter ́s local head loss in the hydraulic design of hose drip lines, as well as comparing the result of equations that calculate the local head loss; besides verifying the influence of iron precipitated at the hose head loss made in Brazil. The result found that localized head loss represents 23% of the total head loss; the equations showed significant results and the total head loss increased in an average of 20% after the irrigation system was used with water rich in iron.

Desenvolvimento de estrutura para purificação de água potável, através da irradiação de UV com lâmpadas fluorescentes especiais

Pós-graduação em Engenharia Elétrica - FEIS

Wood and leaf anatomy of Copaifera langsdorffii dwarf trees

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Soil Conservation Service low drop structure model study : hydraulic model investigation /

Cover title.

Mud Mountain outlet structure : hydraulic model investigation /

"October 1993."

Clarence Cannon Re-regulation Structure, Salt River, Missouri : hydraulic model investigation /

"August 1996."

Effects of wave action on a hurricane protection structure for London Avenue Outfall canal, Lake Pontchartrain, New Orleans, Louisiana : hydraulic model investigation /

"August 1987."