Free Essay

Design of a Kaplan Turbine

In:

Submitted By saadilyas
Words 1176
Pages 5
1. Blade Design:
The design of the blade does not just depend on the stress analysis; several other factors play significant roles as well. The leading edge is thicker than the trailing edge for a streamlined Flow. Furthermore, the blade should be as thin as possible to improve cavitation Characteristics; it is thicker near the flange becoming thinner and thinner towards the tip. In Addition, the blade has to be distorted on the basis of the tangential velocity.
Blade design is the most complex thing in Kaplan turbine. It consists of six steps. 1. Velocity triangle is evaluated at the leading and Trailing edge of the blade. 2. Angle of distortion of the chord lengths (β∞). 3. Lift Coefficients. 4. Chord length to Spacing (L/t) ratio. 5. Drag Coefficient. 6. Profile. 2.1. Velocity Triangle:
U
U
As shown in the figure different types of velocities occur as the fluid flows from the blades of this turbine. Thorough understanding of the velocity triangle (fig 1. 1) is necessary for a good design.
Figure 1.1
Figure 1.1 β∞ β∞
Wu
Wu
Cu
Cu
Wm
Wm
Cm
Cm

Blade Tangential Velocity ………. (1.1)
Tangential Flow velocity ……………… (1.2)
Relative Tangential Velocity……………. (1.3)
Relative Axial Velocity…………………… (1.4)
Where,

U = blade Tangential velocity [m/s]
Wm= Axial Component relative velocity [m/s].
Cm = Axial Component flow Velocity [m/s].
Cu= Tangential Component flow velocity [m/s].
Wu= Tangential Component relative velocity [m/s]. ω = Rotational Speed [rad/s]. β∞ = Angle of Distortion [o].

When a cylindrical cut is set at the runner (fig 1.2) and the cut is developed into a drawing pane, Grating like that shown in fig occurs. Velocity triangle 1 occurs directly before the grating and the velocity triangle 2 occurs directly after the grating. The relative velocity components w1m and w2m are equal. The medial relative velocity (Wu∞) can be determined via the average of w1 and w2 and its direction is specified due to the angle (β∞). Value (t) represents the Spacing and L denotes the length chord.

Figure 1.2
Figure 1.2 L L
Trailing edge
Trailing edge
Leading edge
Leading edge W∞ W∞
(Wu1+Wu2)/2

(Wu1+Wu2)/2

Wm1=Wm2
Wm1=Wm2
W2
W2
W1
W1
t t U
U
W2
W2
C2
C2
U
U
W1

W1

C1
C1

1.1. 1.2. 1.3.1. 2.2. Angle of Distortion (β∞):

To define the distortion of the blade, the velocity triangles at tip and hub radiuses of the blade are determined. The angle (β∞) of each radius gives conclusions on the distortion of the blade.

Hub portion Blade
Hub portion Blade
Top view of the Runner
Top view of the Runner
Tip of Blade
Tip of Blade

Figure 1.3 shows blade sections
Figure 1.3 shows blade sections

Table 1. Results PARAMETER | TIP | HUB | UNITS | d | | | [m] | u | | | [m/s] | Cu1 | | | [m/s] | Cu2 | | | [m/s] | Wu1 | | | [m/s] | Wu2 | | | [m/s] | Wu∞ | | | [m/s] | Wm | | | [m/s] | W1 | | | [m/s] | W2 | | | [m/s] | W∞ | | | [m/s] | β∞ | | | [°] | (180-β∞) | | | [°] |

A table like given above should be created to ease the calculations and the design procedure. Following formulas should be used.

u = π* n * d ………………………………………………………………………………… (1.5)

Cu=Hn * g…………………………………………………………………………………….. (1.6)

Wu=Cu – U……………………………………………………………………………………. (1.7)

Wm=Q/A∞………………………………………………………………………………..…. (1.8)

W= (Wu2 +Wm2).5………………………………………………………………………….. (1.9)

β∞=cos-1(Wu∞/W∞)…………………………………………………………………… (1.10)

2.3. Lifting coefficient (ζa):
Lifting coefficient can be found out by using the following formula

………..…… (1.11)
Where,
W2=relative velocity after the grating [m/s]
W∞= medial relative velocity [m/s]
Patm =atmospheric pressure [pa]
Hs = suction head [m]
Pmin= minimal water pressure [pa]
Ηs*= efficiency of the energy change [-] =.88-.91
C3=velocity after the runner [m/s]
C4 =outlet velocity [m/s]
K = profile characteristic number [-] =2.6-3

2.4.1. Chord length to Spacing Ratio (L/t):

Following formula is used for calculating the L/t ratio
…………………… (1.12)
Where,
g =acceleration of gravity [m/s2] ηh= hydraulic efficiency [-]
H=gross head [m]
Cm=meridian velocity [m/s] λ = angle of slip [o] u =tangential velocity [m/s]
(180-β∞)= inflow angle [o]

In the above equation the angle of slip λ has to be assumed; the range for the assumption is as follows λ = 2.5°÷3°, Using this assumption, an approximate value of the ratio L/t (tip) can be established.

Note: There is also another criterion for finding (l/t) ratios at hub and the tip*. Guidelines in "Hydraulic Machines and Installations: Volume 2: Water Turbines" by Joachim Raabe are given on p.131, depending on the specific speed. For lower specific speed axial turbines, he recommends: l/t = 1.8 at the hub, 1.0 at the tip; for high specific speed: 1.3 at the hub; 0.7 at the tip. 2.4. Lift coefficient (ζA):

Figure 1.4 showing variation of ζa/ζ Awith t/l
Figure 1.4 showing variation of ζa/ζ Awith t/l

After determining the lifting coefficient (ζa)(at tip) and the ratio(t/L)(at tip). The value of lift coefficient (ζA) (at tip) is determined via this chart.
For example for t/l= 0.9 the value of ζa/ζ A comes out to be 0.5.

2.5. GOE432
GOE432
Figure 1.5 showing variation of ζA with ζw
Figure 1.5 showing variation of ζA with ζw
Drag Coefficient (ζ W):

To use the above chart first, it has to be decided which of the profiles should be chosen, each of the curves represents one of the profiles which is listed beside the chart. Following this, the drag coefficient (at tip) of this profile can be determined by using the graph. An example of GOE 432 is shown.

2.6. Profile selection:

With the following equation, the angle of slip can be calculated:

λ=tan-1(ζw/ζA)………. (1.13)

It has to be checked whether the assumed angle of slip and the calculated angle of slip are similar or not. If the difference is too great, the procedure of the calculations is to be repeated. Steps must be repeated until the angles of slip do not change anymore; however, it is necessary to always choose the same profile, when the angle λ is fixed. After this the ratio l/t and the profile are determined. This step concludes the design of the blade process.
References:

* H.C Radha Krishnay, Hydraulic design of Hydraulic Machinery, Avebury, 1992. * S.L Dixon, Fluid Mechanics and Thermodynamics of Turbo machinery, 1998. * Timor Flashpohler, Final, Thesis University of Tampere Finland, 2007. * Grant Ingram,Basic Concepts in Turbomachinery,Ventus Publishings ApS,2009. * Adam Harvey, Micro-Hydro Design Manual, Immediate Technology Publications, 1999. * Vishnu Parsad, Ruchi Khare, Abhas Chnicholikar, Hydraulic performance of elbow type draft tube for different geometric configuration using CFD, Department of Civil Engineering M.A. National Institute of Technology. IGHEM 2010, Oct2123, 2010, AHEC, IIT Roorkee, India. * R.K Turton, Principles of Turbo Machinery, Chapmann and Hall, 1995.

Similar Documents

Free Essay

Kaplan Turbine Runner Design

...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...

Words: 7639 - Pages: 31

Free Essay

Very Simple Kaplan Turbine Design

...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...

Words: 706 - Pages: 3

Free Essay

Tailrace Scheme

...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...

Words: 454 - Pages: 2

Free Essay

Arkells in Town

...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...

Words: 3878 - Pages: 16

Free Essay

Runner Kaplan

...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...

Words: 21412 - Pages: 86

Free Essay

Hydro Turbine Runner Design and Manufacturing

...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...

Words: 2847 - Pages: 12

Free Essay

Renewable Energy

...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...

Words: 7562 - Pages: 31

Free Essay

Micro Hydro Power

...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...

Words: 3176 - Pages: 13

Premium Essay

Solar Power

...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...

Words: 6528 - Pages: 27

Free Essay

Religion

...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...

Words: 5403 - Pages: 22

Premium Essay

Business Process Change Plan

...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,...

Words: 1815 - Pages: 8

Premium Essay

Differing Perspectiveson Quality

...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 ...

Words: 98155 - Pages: 393

Free Essay

Cfd Modelling

...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...

Words: 3280 - Pages: 14

Free Essay

Nit-Silchar B.Tech Syllabus

...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...

Words: 126345 - Pages: 506

Premium Essay

Electrical Electronics

...UNIVERSITY OF KERALA B. TECH DEGREE COURSE 2008 SCHEME ELECTRICAL AND ELECTRONICS ENGINEERING I to VIII SEMESTER SCHEME AND SYLLABUS BOARD OF STUDIES IN ENGINEERING AND FACULTY OF ENGINEERING AND TECHNOLOGY UNIVERSITY OF KERALA B.Tech Degree Course – 2008 Scheme REGULATIONS 1. Conditions for Admission Candidates for admission to the B.Tech degree course shall be required to have passed the Higher Secondary Examination, Kerala or 12th Standard V.H.S.E., C.B.S.E., I.S.C. or any examination accepted by the university as equivalent thereto obtaining not less than 50% in Mathematics and 50% in Mathematics, Physics and Chemistry/ Bio- technology/ Computer Science/ Biology put together, or a diploma in Engineering awarded by the Board of Technical Education, Kerala or an examination recognized as equivalent thereto after undergoing an institutional course of at least three years securing a minimum of 50 % marks in the final diploma examination subject to the usual concessions allowed for backward classes and other communities as specified from time to time. 2. Duration of the course i) The course for the B.Tech Degree shall extend over a period of four academic years comprising of eight semesters. The first and second semester shall be combined and each semester from third semester onwards shall cover the groups of subjects as given in the curriculum and scheme of examination ii) Each semester shall ordinarily comprise of not less than 400 working periods each of 60 minutes...

Words: 36386 - Pages: 146