...85 Hydraulic turbines—basic principles and state-of-theart computational fluid dynamics applications P Drtina* and M Sallaberger Sulzer Hydro AG, Zurich, Switzerland ¨ Abstract: The present paper discusses the basic principles of hydraulic turbines, with special emphasis on the use of computational fluid dynamics (CFD) as a tool which is being increasingly applied to gain insight into the complex three-dimensional (3D) phenomena occurring in these types of fluid machinery. The basic fluid mechanics is briefly treated for the three main types of hydraulic turbine: Pelton, Francis and axial turbines. From the vast number of applications where CFD has proven to be an important help to the design engineer, two examples have been chosen for a detailed discussion. The first example gives a comparison of experimental data and 3D Euler and 3D Navier–Stokes results for the flow in a Francis runner. The second example highlights the state-of-the-art of predicting the performance of an entire Francis turbine by means of numerical simulation. Keywords: hydraulic turbines, flow prediction, stage simulation, hill chart, Navier–Stokes and Euler computations NOTATION C, c E g h at h d H H s k K c K u K w n Q R, r T U, u W, w Z a b e f g absolute velocity (m/s) energy per unit mass (m2/s2) gravity (m/s2) atmospheric pressure head (m) vapour pressure head (m) turbine head (m) suction head (m) turbulent kinetic energy (m2/s2) normalized velocity normalized circumferential velocity normalized relative...
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...Very Simple Kaplan Turbine Design Grant Ingram 30th January 2007 Nomenclature b blade height g gravitational acceleration H head k loss coeficient m mass flow rate ˙ P power output Q volumetric flow rate r radial direction R radius U blade speed V absolute velocity, subscripts denote stations and components W relative velocity, subscripts denote stations and components x axial direction α absolute flow angle β relative flow angle ω rotational speed θ tangential direction η efficiency 1, 2, 3, 4 stations through the machine 1 School of Engineering, Durham University 1 2 3 draft tube 4 inlet stator rotor r x Figure 1: General Arrangement of Kaplan 1 Introduction This short note indicates how a preliminary design of an axail flow Kaplan turbine can be carried out - see Figure 1 for a cross section of the device. Note that this analysis is approximate and is useful for a first appoximation only. In order to carry out a preliminary blade analysis consider a mean radius through the machine. In order to draw or manufacture the blades you will need to know the inlet and exit angles of the stator (α1 and α2 ) and the rotor (β1 and β2 ). This is shown in Figure 2 In this analysis the effect of blade shape or number is not considered - to a first approximation you can ignore them - simply pick a reasonable shape and a reasonable number of blades. The approach is to set the flow rate through the machine and then calculate the power output. Once this has been determined...
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...The Kaplan turbine is an inward flow reaction turbine, which means that the working fluid changes pressure as it moves through the turbine and gives up its energy. Power is recovered from both the hydrostatic head and from the kinetic energy of the flowing water. The design combines features of radial and axial turbines. The inlet is a scroll-shaped tube that wraps around the turbine's wicket gate. Water is directed tangentially through the wicket gate and spirals on to a propeller shaped runner, causing it to spin. The outlet is a specially shaped draft tube that helps decelerate the water and recover kinetic energy. The turbine does not need to be at the lowest point of water flow as long as the draft tube remains full of water. A higher turbine location, however, increases the suction that is imparted on the turbine blades by the draft tube. The resulting pressure drop may lead to cavitation. Variable geometry of the wicket gate and turbine blades allow efficient operation for a range of flow conditions. Kaplan turbine efficiencies are typically over 90%, but may be lower in very low head applications.[2] Current areas of research include CFD driven efficiency improvements and new designs that raise survival rates of fish passing through. Because the propeller blades are rotated on high-pressure hydraulic oil bearings, a critical element of Kaplan design is to maintain a positive seal to prevent emission of oil into the waterway. Discharge of oil into rivers is not desirable...
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...Conversion of a Propeller Turbine to Full Kaplan Operation at Michigamme Falls By Gerard J. Russell, P.E., American Hydro Corp., York, Pennsylvania, USA, Craig Peterson, P.E., American Hydro Corp., York, Pennsylvania, USA, and Douglas T. Eberlein, P.E., We Energies, Milwaukee, Wisconsin, USA ABSTRACT FERC license renewal stipulations for We Energies’ Michigamme Falls plant included new flow constraints that were outside the existing fixed-blade propeller turbines’ efficiency range. One of the turbines was converted to fully adjustable Kaplan operation to regain the lost generation. Introduction Renewal of the project’s FERC license in October of 2001 required that the minimum flow could be no less than 50% of the maximum flow during a given calendar day. The existing generating units were typical fixed-blade propeller turbines with a very narrow range of efficient operation, so they could not effectively meet this new requirement. We Energies evaluated several options for addressing the new operating regime including spilling the required low flow when necessary, installation of a minimum flow turbine-generator unit, and conversion of one of the propeller units to full adjustable blade Kaplan operation. The Kaplan conversion was chosen as the most effective option to improve the operating efficiency and flexibility of the plant while achieving the required low flow operating capability. This paper describes the Owner’s planning process that resulted in the decision to convert...
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...The Booneville Dam was a major engineering feat that was authorized in 1933 as one of President Roosevelt’s public works programs. These were projects funded by the government with the intention of putting people to work while simultaneously providing a service for the people. This article does not focus on the Great Depression aspect of the project; rather it focuses on three principle design innovations that made the Booneville Dam a successful project. This was a project unlike any previous dam and presented many challenges throughout the design and construction. This first major engineering issue faced was curing the concrete without cracking caused by heat released during the curing process. Traditionally, concrete was poured in five...
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...TAMPERE UNIVERSITY OF APPLIED SCIENES Environmental Engineering Final thesis Timo Flaspöhler Design of the runner of a Kaplan turbine for small hydroelectric power plants Supervisor Commissioned by Tampere 2007 Jaakko Mattila Tampere University of Applied Sciences, Mechanical engineering department TAMPERE UNIVERSITY OF APPLIED SCIENES Environmental Engineering Timo Flaspöhler Final thesis Supervisor November 2007 Keywords Design of the runner of a Kaplan turbine for small hydroelectric power plants 78 pages, 42 pages Appendix Jaakko Mattila Electricity tariff, small hydroelectric power plant, Kaplan turbine, runner, adaptation mechanism, stress analysis, technical drawings ABSTRACT The final thesis deals with the design of the runner of a Kaplan turbine. It might be that due to the increasing of the electricity tariff in the last years small hydroelectric power plants become cost effective. Since the runner of a small hydroelectric power plant is quite small, it has to be reexamined if the hub of the runner provides enough room for a proper adaptation mechanism. For this purpose the main characteristics of the runner are determined. Then, important data such as the suction head, the occurring forces or the critical speed are established. After those data are known, a detailed stress analysis of the developed adaptation mechanism follows. The stress analysis shows that the mechanism to adjust the blades is able to withstand the occurring forces. Finally...
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...Mechanics and Manufacturing, Vol. 1, No. 2, May 2013 Hydro turbine Runner Design and Manufacturing Fatma Ayancik, Umut Aradag, Ece Ozkaya, Kutay Celebioglu, Ozgur Unver, and Selin Aradag Abstract—This research describes a methodology for the parametric design, computational fluid dynamics (CFD) aided analysis and manufacturing of a Francis type hydro turbine runner. A Francis type hydro turbine consists of five components which are volute, stay vanes, guide vanes, runner and draft tube. The hydraulic performance of the turbine depends on the shape of the components; especially on the shape of the runner blades. The design parameters for the other components are affected by the runner parameters directly. Runner geometry is more complex than the other parts of the turbine. Therefore; to obtain accurate results and meet hydraulic expectations, CFD analyses and advanced manufacturing tools are necessary for the design and manufacturing of the hydro turbine runner. The turbine runner design methodology developed is presented using an actual potential hydraulic power plant in Turkey. Index Terms—CFD, francis turbine, runner, design and manufacturing. I. INTRODUCTION Turbines are used for hydropower generation. There are basically two types of hydraulic turbines, the first one is impulse and the second one is reaction type turbines. Impulse turbines work based on momentum principle; while in the reaction type turbines, the flow is fully pressurized and it works according to conservation...
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...fossil fuel fired power plants on the other hand cannot be depended on because the source will diminish someday. Therefore, alternative methods have to be explored in order to find a renewable and sustainable energy for the future generations. This project paper will study the benefits of hydroelectric energy as a potential and important energy source for a sustainable future. INTRODUCTION 1.0 Hydropower Hydropower is a renewable energy source based on the natural water cycle. Hydropower is the most mature, reliable and cost-effective renewable power generation technology available. Hydropower schemes often have significant flexibility in their design and can be designed to meet base-load demands with relatively high capacity factors, or have higher installed capacities and a lower capacity factor, but meet a much larger share of peak demand. Hydropower is the largest renewable energy source, and it produces around 16 % of the world’s electricity and over four-fifths of the world’s renewable electricity. Currently, more than 25 countries in the world depend on hydropower for 90 % of their electricity supply (99.3 % in Norway), and 12 countries are 100 % reliant on hydro. Hydro produces the bulk of electricity in 65 countries and plays some role in more than 150 countries. Canada, China and the United States are the...
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...MICRO-HYDRO POWER Introduction Water power can be harnessed in many ways; tidal flows can be utilised to produce power by building a barrage across an estuary and releasing water in a controlled manner through a turbine; large dams hold water which can be used to provide large quantities of electricity; wave power is also harnessed in various ways. It is a technology that has been utilised throughout the world, by a diverse range of societies and cultures, for many centuries. Water can be harnessed on a large or a small scale - Table 1, below outlines the categories used to define the power output form hydropower. Micro-hydro power is the small-scale harnessing of energy from falling water; for example, harnessing enough water from a local river to power a small factory or village. This fact sheet will concentrate mainly at micro-hydro power. Large- hydro Medium-hydro Small-hydro Mini-hydro Micro-hydro More than 100 MW and usually feeding into a large electricity grid 15 - 100 MW - usually feeding a grid 1 - 15 MW - usually feeding into a grid Above 100 kW, but below 1 MW; either stand alone schemes or more often feeding into the grid From 5kW up to 100 kW; usually provided power for a small community or rural industry in remote areas away from the grid. Pico-hydro From a few hundred watts up to 5kW Table 1: Classification of hydropower by size. kW (kilowatt) - 1000 Watts; MW (megawatt) - 1 000 000 Watts or 1000 kW In the UK, water mills are known to have been in use 900...
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...Sui CHEN Rahul KAPADIA Geeth Geetha PANDE et Sébastien DANIERE How to produce electricity with solar energy? Renewable energy If our energy for the future only depended from the sun How to produce electricity with solar energy? -1- How to produce electricity with solar energy? Summary INTRODUCTION………………………………………………………………………………………………. 3 I) CURRENT SOLAR PHOTOVOLTAIC (PV) TECHNOLOGIES (by Sui CHEN) a) b) c) d) e) Preface………………………………………………………………………………………………………. 4 Solar energy map ……………………………………………………………………………………… 4 The cell basic construction………………………………………………………………………. 5 Material of photovoltaic cell ………………………………………………………………….... 6 Array design and sun tracking………………………………………………………………….. 7 II) SOLAR PANEL FOR BUILDING (by Rahul KAPADIA) a) b) c) d) e) f) g) h) i) Preface…………………………………………………………………………………......................... 9 Overview……………………………………………………………………………………………………. 9 Why are solar panels important……………………………………………………………….. 9 Solar panel arrays…………………………………………………………………………………….. 10 Account of daily producing power......................................................................... 10 Solar panel installation……………………………………………………………………………… 11 Precautions………………………………………………………………………………………………. 11 Battery system for solar panel……………………………………………………………………. 11 How many solar panels to recharge the battery…………………………………………... 12 III) APPLICATION OF SOLAR ELECTRICITY FOR COMMERCIAL BUILDING (by Geeta PANDE) a) Application...
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...MW geothermal potential, yet it remains largely undeveloped due to economic and financial limitations, insufficient technical and human capacity, and various social constraints. However the government has now turned around and is aiming at producing about 16000MW of power by 2030. The country currently produces about 1500 MWs primarily from hydro stations (57%-hydro power, about 32%-thermal and the rest comprises geothermal and emergency thermal power). To bridge this huge deficit in the short time, courses as EMM 516 were developed to provide man-power needed to sustain the projected growth. First we visited the Kiambere power station the Tana station and Kangaita tea factory for a boiler’s experience. We later visited the Embakasi gas turbine then to Olkaria II geothermal power generation plant. In this report I will basically describe the outlay...
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...BUSINESS PROCESS CHANGE PLAN GB560 Designing, Improving and Implementing Processes Session # 01 Teresa Rose Kaplan University January 26, 2014 Abstract The purpose of this paper is to discuss change process that needs to take place for the Gundersen Health System to become energy independent by the year 2014. Most healthcare organizations do not include the upper management in the process of business. This paper will discuss how to do a change of process to reach the goal of being energy independent, it will show how the change will be a Six Sigma Process. It will look at Capability Maturity Model (CMM). It will touch on Porter’s three – phase process. A current diagram and a change process diagram. The paper will also touch on goals to be placed into affect. It will state the tasks and measurements for the goal. Introduction to Gundersen Health System Gundersen Health Systems was first named Gundersen Lutheran Hospital and was founded in 1902 by the primary Doctor, Adolf Gundersen. It was renamed Gundersen Clinic and Lutheran Hospital, and in 1995 it was name Gundersen Lutheran Inc. It is now known as Gundersen Healthcare Systems. The system is made up of 24 Medical Clinics, 4 Worksite Clinics, 2 Express Care Clinics, 4 Podiatry Clinics, 8 Behavioral Health Clinics, 12 Eye Clinics/Institutes, 2 Sport Medicine Clinics, 4 Reproductive Clinics. It has 3 Affiliated Hospitals,...
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...THESIS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY Six Sigma Management Action research with some contributions to theories and methods PETER CRONEMYR Division of Quality Sciences Department of Technology Management and Economics CHALMERS UNIVERSITY OF TECHNOLOGY Göteborg, Sweden (2007) They wanted me to be respected as A doctor or a lawyer man But I had other plans Gonna be a rock ‘n’ roll singer Gonna be a rock ‘n’ roll star AC/DC - Rock ‘n’ Roll Singer Young/Young/Scott 1975 No matter what Quality will keep on rockin’ The Rock Stars of Quality Debbie Phillips-Donaldson, editor Quality Progress, July 2005 Six Sigma Management Action research with some contributions to theories and methods Peter Cronemyr Copyright © Peter Cronemyr (2007) ISBN 978-91-7385-021-6 Doktorsavhandlingar vid Chalmers tekniska högskola Ny serie nr 2702 ISSN: 0346-718X Published and distributed by: Division of Quality Sciences CHALMERS UNIVERSITY OF TECHNOLOGY S-412 96 Göteborg, Sweden Telephone: +46 (0)31 772 10 00 Printed at: Chalmers Reproservice Göteborg, Sweden Thesis Shortcuts Six Sigma A short introduction Go directly to Chapter 3.1 on page 47 Action Research Methodology Go directly to Chapter 2.2 on page 28 The Author Background and motives Go directly to Chapter 1.2 on page 15 Siemens Industrial Turbomachinery AB The Case Company Go directly to Appendix A, Chapter 2.1 on page A-3 The Conclusions of the Thesis Go directly to Chapter 5 on page 89 ...
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...Impact Analysis of Overflow Spillway on U/S Flows & Hydraulic Structure using CFD Technique – A Case Study of Marala HPP Ali Nawaz Khan1, Muhammad Kaleem Sarwar2, Dr. Sajid Mehmood3, Azhar Bashir Magsi4 1. 2. 3. 4. Research fellow and corresponding author, Centre of Excellence in Water Resources Engineering, University of Engineering and Technology Lahore, Pakistan. E-mail: alinawaz.ce@gmail.com, Assistant Professor, Centre of Excellence in Water Resources Engineering, University of Engineering and Technology Lahore, Pakistan. E-mail: eng_Kaleem@yahoo.com Assistant Professor, Centre of Excellence in Water Resources Engineering, University of Engineering and Technology Lahore, Pakistan. E-mail: smahmoodpk@yahoo.com Project Manager, Sinotec Co., Ltd., Lahore, Pakistan. E-mail: azhar_magsi@yahoo.com Abstract Barrages and canal falls are considered as a readily available option for hydropower generation as the pre-requisites of water and head are conveniently available on such sites. Most important aspect of such scheme is to set the levels of hydraulic structures so that there is absolutely no disturbance to the irrigation flows which is the basic purpose of the barrage and canal network. At the same time finding the optimum level for the proposed structures so that the maximum hydropower benefits are yielded through the scheme without compromising the safety. Present study intends to investigate the same for Marala Hydropower Project (MHP) proposed on Upper...
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...Laboratory Workshop Physical Training-I NCC/NSO/NSS L 3 3 3 1 3 0 0 0 0 13 T 1 0 1 0 0 0 0 0 0 2 1 1 1 1 0 0 0 0 4 1 1 0 0 0 0 0 0 2 0 0 0 0 P 0 0 0 3 0 2 3 2 2 8 0 0 0 0 0 2 2 2 2 0 0 0 0 0 2 2 2 6 0 0 8 2 C 8 6 8 5 6 2 3 0 0 38 8 8 8 8 6 2 0 0 40 8 8 6 6 6 2 2 2 40 6 6 8 2 Course No EC-1101 CS-1101 MA-1102 ME-1101 PH-1101/ CH-1101 CS-1111 EE-1111 PH-1111/ CH-1111 Course Name Semester-2 Basic Electronics Introduction to Computing Mathematics-II Engineering Mechanics Physics/Chemistry Computing Laboratory Electrical Science Laboratory Physics/Chemistry Laboratory Physical Training –II NCC/NSO/NSS Semester-4 Structural Analysis-I Hydraulics Environmental Engg-I Structural Design-I Managerial Economics Engg. Geology Laboratory Hydraulics Laboratory Physical Training-IV NCC/NSO/NSS Semester-6 Structural Design-II Structural Analysis-III Foundation Engineering Transportation Engineering-II Hydrology &Flood Control Concrete Lab Structural Engineering Lab L 3 3 3 3 3 0 0 0 0 0 15 3 3 3 3 3 0 0 0 0 15 3 3 3 3 3 0 0 T 0 0 1 1 1 0 0 0 0 0 3 1 1 0 1 0 0 0 0 0 3 1 1 1 0 0 0 0 P 0 0 0 0 0 2 2 2 2 2 6 0 0 0 0 0 2 2 2 2 4 0 0 0 0 0 2 2 C 6 6 8 8 8 2 2 2 0 0 42 8 8 6 8 6 2 2 0 0 40 8 8 8 6 6 2 2 MA-1201 CE- 1201 CE -1202 CE -1203 CE-1204 CE-1211 Semester-3 Mathematics-III Building Materials and...
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