Hydraulics的問題，透過圖書和論文來找解法和答案更準確安心。 我們找到下列問答集和資訊懶人包

Advanced Numerical Modelling of Wave Structure Interaction

為了解決Hydraulics的問題，作者 這樣論述：

Dr. David M. Kelly received a first-class Bachelors Degree in Environmental Physics with Mathematics from the University of East Anglia Norwich (UK) in 2000. Dr. Kelly later obtained a PhD. in Civil Engineering from the University of Nottingham (UK), with Prof. Nicholas Dodd as his thesis advisor, i

n January 2009. Dr. Kelly’s PhD thesis focused on developing numerical models for swash zone hydro- morphodynamics. Following this Dr. Kelly worked as a research associate on a knowledge transfer partnership (KTP) between the University of Nottingham and HR Wallingford funded by the UK government. D

r. Kelly was then employed by HR Wallingford as a research engineer and later a senior research engineer. During his time at HR Wallingford Dr. Kelly was responsible for the development and maintenance of a number of commercial CFD codes. In particular Dr. Kelly developed a commercial tsunami propag

ation model and worked on innovative solutions for two-way full Navier Stokes based solvers for fluid structure interactions. Along with Dr. A. Dimakopoulos at HR Wallingford Dr. Kelly co-developed a two phase Navier Stokes solver to simulate oscillating water column wave energy devices for commerci

al application. Dr. Kelly and colleagues at HR Wallingford and the University of Bath have pioneered the use of hybrid Eulerian-Lagrangian particle in cell (PIC) techniques for coastal engineering applications. Dr. Kelly has worked closely with Électricité de France (EDF) R&D to develop several aspe

cts of the TELEMAC modeling suite. Specifically Dr. Kelly has contributed to the numerical modeling of suspended sediment in TELEMAC 2D and recently the advection and diffusion of tracers in TELEMAC 3D. Dr. Kelly’s work forms part of the official TELEMAC modeling suite. Dr Kelly currently works as a

n Assistant Professor at the International Hurricane Research Center at Florida International University where he is the principal developer of the new dynamic adaptive mesh, massively parallel storm surge model. Dr. Kelly has published work in several prestigious international journals including th

e Journal of Fluid Mechanics, Computers and Fluids, International Journal for Numerical Methods in Fluids and the SIAM Journal on Scientific Computing (SISC) and co-supervised two PhD students at UK Universities.Dr. Aggelos Dimakopoulos ([email protected])is a practicing Civil Enginee

r (MEng, MSc, PhD) and an expert in CFD applications to coastal and open channel flows. He has over 13 years of experience in developing and using CFD models. He graduated as a Doctor of Civil Engineering from the University of Patras, Greece and his PhD thesis was on designing and numerically imple

menting a novel turbulent modelling approach for wave breaking in the surf zone. After that he spent one year in Instituto Superior Tecnico as a post-doc researcher and in University of Cyprus as a visiting researcher, where he was mainly involved in CFD modelling of channel flow through vegetation

arrays. Dr. Dimakopoulosjoined HR Wallingford (UK) in May 2012, and since then, he has been involved in a range of commercial and research projects; in particular, he has been involved in developing the CFD capabilities of the company. Dr. Dimakopoulos has been involved in numerous consultancy studi

es concerning the application of CFD models to assess and optimize the design of coastal and hydraulic structures. He is currently leading a team of 2 engineers and 3 PhD students and he is always interested in the development and the application of CFD models, aiming to reduce uncertainties caused

by the interaction of waves, structures and turbulence.Dr. Pablo Higuera Caubilla ([email protected])graduated in 2010, obtaining a first-in-class degree in Civil Engineering. He immediately pursued a MSc in Coastal and Port Engineering (2012) and a PhD in Civil/Coastal Engineering (2015), all of th

em at the University of Cantabria (Spain) and linked to the Environmental Hydraulics Institute IH Cantabria. During his PhD, Dr Higuera studied all sorts of coastal engineering processes using Computational Fluid Dynamics (CFD). As part of his PhD, he developed the open source numerical model ihFoam

, based on OpenFOAM framework. Major achievements included the development of new modules for wave generation and active wave absorption, flow through porous media and a thorough validation of the model. After obtaining his PhD, Dr Higuera was a postdoc at Imperial College London, where he studied f

low and rock mechanics within armour layers in breakwaters, based on CFD and Finite Element Method - Discrete Elements Method (FEMDEM) models, aiding in the incorporation of hydrodynamic forcings to Solidity Project. Dr Higuera is currently a Research Fellow at the National University of Singapore,

where he continues the study of wave-driven hydrodynamics with OpenFOAM. In his free time he continues to contribute to the coastal community with open source developments, now under the name of OlaFoam Project.

Hydraulics進入發燒排行的影片

短期一般沖刷與彎道基腳沖刷預測研究-以清水溪為例

為了解決Hydraulics的問題，作者黃偉勝 這樣論述：

具坡陡流急卵礫石之清水溪河段為濁水溪重要支流之一，於洪水上漲過程發生急劇短期一般沖刷，並促使斜向流於河道堤防基腳沖刷。根據濁水溪水系歷史災損情形，清水溪福興圳護岸為近年河道沖刷潛勢較高河段。為了瞭解堤防基礎沖刷災害與河道水砂條件間之關係，本研究採用 SRH-2D 二維水理輸砂模式執行動床水理演算，並根據四河局 (2017) 埋設之無線沖刷追蹤粒子之沖刷深度監測，以2016~2017年颱洪事件作為模擬條件，並完成檢定與驗證。經由一系列模擬結果，影響河道沖刷之因素包括:有效洪水稽延(tp)、來流含砂濃度(SSC-Q)、地形高程之改變。此外，河道短期一般沖刷(dgs)與彎道基腳沖刷深度(dbs)

，係根據既有現場觀測資料與模擬成果，並納入有效洪水稽延(tp)與河道幾何因子(B/R)-水面寬與曲率半徑之比值，經與國內外相關研究做比較，初步顯示本研究推導經驗式適用於本土化之河川。

Mechanical Engineering Handbook

為了解決Hydraulics的問題，作者Jain, R. K./ Musa, Sarhan M. (EDT) 這樣論述：

This is a comprehensive book for quick reference and review of mechanical engineering topics in an objective type question/answer format. Contains over 6,000 questions with answers. Selected topics include thermodynamics, nuclear power, engineering materials, machine design, measurements and instrum

ents, refrigeration, hydraulics, heat transfer, strength of materials, and more.

以數值模擬結合類神經網路探討低衝擊開發設施之影響

為了解決Hydraulics的問題，作者郭政樺 這樣論述：

近年來臺灣都市快速的開發，不透水地區佈滿整座都市並改變原有的環境樣貌，導致地表逕流大幅增加，在不進行大量改建的前提下，又能夠有效的提升城市的保水韌性，低衝擊開發設施為減緩颱洪對都市造成淹水之最佳方法。本研究為探討不同低衝擊開發設施對於都市淹水之影響，研究區域為土城區房屋密集度較高之市區，設置無減洪設施、窪地、滲透性路面與蓄水池四種不同情境，使用二維水理模擬軟體FLO-2D，模擬18種降雨的淹水情況，探討不同低衝擊開發設施對於淹水減災之影響，並利用類神經自組特徵映射網路(SOM)之拓樸圖分類，展示研究區域之歷程變化，探討不同設施對於局部淹水變化之影響。根據模擬結果顯示，增設窪地與滲透性路面，在

在重現期2年或5年之降雨事件能夠有效的延後洪峰時間約1小時，但是在面對在重現期100年或200年之降雨事件因為蓄水體積快速的被消耗因此時間延後不為顯著。在增設窪地雨滲透型路面時，雖然滲透型路面的設施面積為窪地的大約一半，但減緩的淹水面積卻將近兩倍，因此分散、小規模的源頭控制更能有效的減緩淹水面積。當總雨量為重現期100、200年時，蓄水池的減洪效應卻更勝於窪地，由此可知蓄水池在高強度之降雨之情境更能展現其減洪效果。本研究另以自組特徵映射網路進行分類，繪出4×4網路大小之拓樸圖，分析比較增設不同低衝擊開發設施後之淹水分布變化，以利未來擬定針對不同淹水情境之對策。