computer-aidedanalysis of hydraulic reaction turbines · 2018-06-26 · hydroelectric, reaction...

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Computer-aided analysis of hydraulic reaction turbines F. MOUKALLED and A. HONEIN, Faculty of Engineering & Architecture, MechanicalEngineering Department, AmericanUniversity of Beirut, PO Box 11-0236, Beirut, Lebanon Received 30th October 1995 Revised 6th February 1996 A microcomputer-based educational software package designed to help mechanical engineering students 10 understand hydraulic reaction turbines is described. The software is interactive, menu-driven, and easy-to-use, is written in the Pascal computer language, and runs on IBM PC, or compatible, computers. The program can handle radial, mixed. or axial flow turbine problems by solving for unknown variables through a complete set of equations covering the turbine installation. Using similarity laws, model-prototype problems or operation under different conditions can also be tackled. Furthermore, the program is equipped with graphical utilities that include many diagrammatic sketches of reaction turbines, some recommended charts, and the possibility of drawing velocity triangles when corresponding variables are available. The most important feature of the package is an option that allows one to plot the variation of any parameter versus any other one. Through this option, the student can easily understand and discuss the effects of varying design parameters on the overall performance of the machine. Finally, some special features that are important in making the package user-friendly and encouraging-to-use are also available, and the comprehensive example problem provided demonstrates the capabilities of the package as an instructional tool. NOMENCLATURE bp h h' h" HI H 2 H B He nh n s Palm pe ph pis brake power (W) net head (m) effective head available at runner inlet (m) extracted head from water that is transmitted to the runner (m) total energy head at runner inlet (m) total energy head at runner exit (m) total energy head at inlet to the scroll case (rn) total energy head at tailrace (rn) hydraulic efficiency specific speed (N m- 3/ 2 s-3)1/2 atmospheric pressure (N/m 2 ) water power at runner exit (W) hydraulic power loss (W) power input to shaft (W) International Journal 01MeclvJnical EnginMring Education Vol 25 No 2

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Page 1: Computer-aidedanalysis of hydraulic reaction turbines · 2018-06-26 · hydroelectric, reaction turbine-based, power plant is described next. After exiting the penstock (Fig. 2(a»,

Computer-aided analysis ofhydraulic reaction turbinesF. MOUKALLED and A. HONEIN, Faculty of Engineering &Architecture, MechanicalEngineering Department, AmericanUniversityof Beirut, PO Box 11-0236, Beirut, Lebanon

Received 30th October 1995Revised 6th February 1996

A microcomputer-based educational software package designed to help mechanicalengineering students 10 understand hydraulic reaction turbines is described. The software isinteractive, menu-driven, and easy-to-use, is written in the Pascal computer language, andruns on IBM PC, or compatible, computers. The program can handle radial, mixed. or axialflow turbine problems by solving for unknown variables through a complete set of equationscovering the turbine installation. Using similarity laws, model-prototype problems oroperation under different conditions can also be tackled. Furthermore, the program isequipped with graphical utilities that include many diagrammatic sketches of reactionturbines, some recommended charts, and the possibility of drawing velocity triangles whencorresponding variables are available. The most important feature of the package is anoption that allows one to plot the variation ofany parameter versus any other one. Throughthis option, the student can easily understand and discuss the effects of varying designparameters on the overall performance of the machine. Finally, some special features thatare important in making the package user-friendly and encouraging-to-use are alsoavailable, and the comprehensive example problem provided demonstrates the capabilitiesof the package as an instructional tool.

NOMENCLATURE

bphh'h"

HIH2HBHenh

nsPalmpephpis

brake power (W)net head (m)effective head available at runner inlet (m)extracted head from water that is transmitted to the runner (m)total energy head at runner inlet (m)total energy head at runner exit (m)total energy head at inlet to the scroll case (rn)total energy head at tailrace (rn)hydraulic efficiencyspecific speed (N m-3/2 s-3)1/2atmospheric pressure (N/m2)

water power at runner exit (W)hydraulic power loss (W)power input to shaft (W)

International Journal 01MeclvJnical EnginMring Education Vol 25 No 2

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74

U2

VIV2

v2

Va2VrgVlgVUI

VU2

ZB

ZBmax

F. Moukalled and A. Honein

water vapour pressure (N/m2)

rotative speedrotative speed at maximum efficiencyvolume flow rate flowing in runner (m3/s)

radius of runner at which water enters (m)radius of runner at which water leaves (m)torque input to shaft (N m)runner velocity at exit (m/s)absolute water velocity at runner inlet (m/s)absolute water velocity at runner exit (m/s)relative water velocity at runner exit (m/s)axial water velocity (m/s)radial water velocity at exit from the guide vanes (m/s)tangential water velocity at exit from the guide vanes (m/s)tangential water velocity at runner inlet (m/s)tangenital water velocity at runner exit (m/s)elevation of the scroll case assembly above tailwater (m)maximum elevation of the scroll case assembly above tailwater (m)

angle between VI and ul (degree)angle between V2 and u2 (degree)direction angle of the guide vanes (degree)inlet angle of runner vane (degree)exit angle of runner vane (degree)specific weight (N/m3)

density (kg/rrr')cavitation parametercritical cavitation parameter

INTRODUCTION

The recent rapid evolution in the development of reliable and cheap microcomputers hasbroadened their accessibility and utilization and has influenced the teaching/learning ap­proach in almost all disciplines. Research has shown that [1] students from all disciplinesstudying at their own pace using student-oriented computer programs demonstrate increasedmotivation which translates into improved achievement of course objectives. In the area ofengineering curricula, the use of computer-based learning tools not only allows students tolearn difficult concepts by interactive dialogues, but also offers the possibility of trainingthem in problem-solving skills. This is achieved by designing easy-to-use programs [2-7]that allow students to tackle a wide range of applications of a certain principle by employingvarious types of problem-solving approaches. Therefore, teaching methods using personalcomputers seem to best complement an engineering education.

Hydraulic turbomachinery is an important area within mechanical engineering that dealswith the design and operation principles of hydraulic turbines and pumps This topic isusually introduced to mechanical engineering students in a course on applied fluidmechanics. Details of the subject matter can be found in most fluid mechanics textbooks(e.g. [8-11]). An important category of hydraulic turbomachines is the hydraulic reactionturbine. In addressing hydraulic reaction turbine problems, beside computing velocities,

International Journal ot Mechanieel EngiMering Education Vol 25 No 2

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Computer-aided analysis of hydraulic reaction turbines 75

losses and other variables, the main aim is to study the effects of varying certain parameterson the performance of the machine and to investigate conditions that minimize losses andmaximize power and efficiency. Owing to the extensive computations involved, hand­calculations are not feasible. This forces the student to investigate, at best, the effects onmachine performance of varying some selected variables and to accept without proof theeffects of varying the remaining parameters. The majority of engineering students now haveaccess to a personal computer and can benefit from the advances in this technology (speed,graphical capabilities, etc.) to solve the above time-consuming problem.

To this end, this paper describes REACTION, a microcomputer based, interactive, andmenu-driven software package developed at the American University of Beirut for use inexploring the effects of design changes on the performance of hydraulic reaction turbines.REACfION relieves the mechanical engineering student from the monotonous task ofperforming repeated hand-calculations, it is much easier to use than a spreadsheet, which isstill time-consuming as it requires development of all equations and formatting of graphics.

THE HYDRAULIC REACTION TURBINE

A hydraulic reaction turbine is one in which a water pressure drop occurs through both theguide vanes and the rotating runner vanes. The two types of reaction turbines in general useare the Francis turbine and the propeller turbine. The flow through these types is classifiedwith respect to the flow line direction at entrance and discharge edges of the runner. For theFrancis type, the design may be purely radial flow, where both entrance and discharge edgesof the runner vanes are parallel to the axis of rotation (Fig. l(a»; radial flow, where thedischarge velocity has both radial and axial components (Fig. l(b»; or mixed flow, whereflow lines have radial and axial components throughout the runner vanes (Fig. l(c». For thepropeller type, both entrance and discharge edges of the runner vanes are perpendicular tothe axis of rotation (Fig. l(d». The transformation of potential energy into useful work in ahydroelectric, reaction turbine-based, power plant is described next.

After exiting the penstock (Fig. 2(a», water enters a scroll or a spiral case (Fig. 2(b» andthen moves through a series of guide vanes where the flow is accelerated and given a definitetangential velocity component. For large turbines, stay vanes exist between the entry to thescroll case and the guide vanes; their main function is to support the weight of the generatorabove the runner. Water velocity also increases in flowing through these vanes because oftheir decreasing cross-sectional area. After leaving the runner, water enters a draft tube (Fig.2(a» which has an increasing cross-sectional area so as to reduce the flowvelocity. and hence the head loss at submerged discharge.

For a reaction turbine the net head is defined as the difference between the total head atentrance to the scroll case and that at the tailrace (Fig. 2(a»

(I)

The head effectively available at the runner. h', is the difference between the net head andthe head losses in the draft tube and at submerged discharge. The head h" that is extractedfrom water and transmitted to the runner is the difference between h' and head losses in thescroll case. guide vanes, and runner vanes. The extracted power rQh" is further degraded bybearing friction and air resistance losses to yield shaft power.

Applying the angular momentum equation for a control volume enclosing the runner, thetorque input to the shaft [8] is found to be

International Journal 01Mechenical EngiMering Education Vol 25 No 2

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Axial-Flo" ~uJic Turbine

76

(a)

(c)

F. Moukalled and A. Honein

RwIia1-FIo" Francis Turbine

~

'~~I UI\...1 \u...l

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(b)

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Fig. I. Schematic of hydraulic reaction turbines.

(2)

where the meanings of the terms in the above equation and the equations to follow are asindicated in the Nomenclature. Using the above equation, corresponding equations can bederived for the tangential force, hydraulic and overall efficiencies, output power etc., and arenot presented here for compactness.

The specific speed of the reaction turbine is defined as [8]:

(3)

As given by the above equation, the specific speed is not a dimensionless quantity. However,units are omitted in this paper in conformity with adopted practices in the literature. ForFrancis runners, when using the 51 system of units, specific speeds range from 40 to 400; for

International Joumal 01Mechanical EngiMering Education Vol 25 No 2

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Computer-aided analysis of hydraulic reaction turbines 77

Reaction Turbine Installation

(a)

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: 'Ur>

( b)

Spiral Caset-..elton <.> : Inlet

to ttMi acroll e•••2-sec:tion (b) : Inlet

to the ata... "an4la2-.-etlon (c) : outl.t

'ron tt-. at.., ",.,...a""-• .etlon Cd) : Inlet

to the eu IlM:d vanes .V.loclt" trlan"l••are ldent lea. to tho••of the prec:edln9 ••ct­Ion. wi th Ud.. Utd .. andUrd 1m-leAd

S-section <,) : outl.tfrDf' the ., ldH ,,-.w• .U.locUw trl~l••are ldenl leal to tho• •of the precedlrtlil ••ct­lona w lth Uv . Uttl .. ..-.dUrw Inat.Ad

B-lnn.r disk

Fig. 2. (a) Reaction turbine installation; (b) scroll case assembly.

Intemalional Journal 01Mechanical Engineering Education Vol 25 No 2

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78 F. Moukalled and A. Honein

propeller runners, where high power output is obtained under low heads, the range is from400 to WOO.

Finally, cavitation occurs in reaction turbines whenever the local absolute pressure dropsto the water vapour pressure at the given temperature. This results in pitting, mechanicalvibration, and low efficiencies. The critical factor in predicting cavitation is the verticaldistance from the runner to the tailwater ZB (Fig. 2(a», and it is used to define [8] acavitation parameter a with the following equation

o =Patm/r- pv/r-ZB

h(4)

The minimum or critical value of the cavitation parameter eTc [8], which is determinedexperimentally as a function of the specific speed, sets a maximum limit for the elevation ZB

given by

ZBmax = Patm/r- pv/r-heTc (5)

For complete details of the subject matter and of the equations used in the program, thereader should consult reference [8].

DESCRIPTION OF THE PROGRAM

The program is written in the Pascal computer language using the Turbo Pascal compiler,version 6 [12J, and it runs on IBM PCs, or compatibles. The PC environment was chosen toprovide an easy-to-use and cost-effective workstation. The user-friendly, menu-drivenstructure of the program provides a powerful teaching aid.

The software is divided into three major modules. The first provides menus and dataentry windows for variables and assumptions. These windows can also be used for separatedata retrieval. A complete set of mostly used unit systems is available, and the user can inputand view each variable in any system of units. The purpose of the second module is to solvefor unknown variables in an iterative manner, using the appropriate set of equations. The roleof the third module is to output results in tabular forms employing either the Imperial or the51 system of units. An important feature of the program is its ability to plot the variation, as afunction of a chosen variable, of up to five quantities at a time. Finally, diagrams of the inletand discharge velocities can be drawn if corresponding data are complete.

Other options and features are also included to facilitate its use and enhance itscapabilities. The first option is a file-handling utility that allows saving, opening, printing,and deleting data files consisting of input and output data for problems. Using this option,easy correction of erroneous or missing data is permitted. Moreover, this facility allows theuser to return variables to their initial or previous values. Another feature of the programconsists of three recommended charts [8] (Figs 3(a), (b) and (c) showing the variation ofsome variables versus others. The user can retrieve values from the charts, and data can beused directly in solving problems requiring some initial assumptions and guesses. Alsoincluded in the package are graphical utilities consisting of six diagrammatic sketches of thereaction turbine [8J. The first (Fig. 2(a» shows the turbine installation. The following foursketches (Figs I (a), (b), (c) and (d) illustrate the various types of reaction turbines, and thefinal one (Fig. 2(b» displays the spiral case assembly. These sketches help clarifying andvisualizing some variables used in the software (dimensions, head losses, velocity triangles).Furthermore, the program is equipped with an on-line help, for all available options, so as to

International Journal 01Mechenical Engw-ring Education vol 25 No 2

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Computer-aided analysis of hydraulic reaction turbines 79

j=1!fOOh."~~:=:F::=!;;;~.1~~r-=:\=~¥R=...

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r. r el_ .r.n M'" C", lft ..

(c)

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Fig. 3. (a) Recommended optimum values of turbine efficiency at a given specific speed; (b)recommended turbine dimensions and characteristics at a given specific speed; (c) recommended

limits of specific speed for hydraulic turbines under various effective heads.

guide the user and to permit his learning about the utilities of the software easily. Finally,errors in any input operation, errors that will stop the execution of the program, and illegalinput values for variables (negative dimension or loss factor greater than one) are carefullyprevented.

The hierarchical structure of the software is shown in Fig. 4. The program is menu-drivenand every interaction with the user is done in a user-friendly environment. The executionstarts by typing REACfION at the DOS prompt, which causes the small menu to bedisplayed leading to the main menu which offers eight entries (Figs 4 and 5). By selectingthe first entry (HELP), the user can access some information and instructions related to thesoftware. The second entry (FILE) permits loading previously saved problems in addition

International Journal of Mechanical EngiMering Education Vol 25 No 2

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82 F. Moukalled and A. Honein

to saving, printing, and deleting data files (Fig. 5(b), left-hand side). To start a new problem,the INPUT entry should be chosen. Here the student may select sub-entry MODEL orPROTOTYPE. Entry PROTOTYPE should be picked if similarity laws are to be invoked.Having decided on a sub-entry, known variables may be entered to the program. As depictedin Fig. 5(a), the menu-driven structure of the package facilitates this task by guiding the userthroughout the data-entering procedure. Solution is then obtained by choosing the SOLVEentry. At this and the previous stage, data can be saved in a file that can be read at any latertime. Results can be viewed using the OUTPUT or the INPUT entries (Fig. 5(b), lower left­hand side) and can be printed using the FILE entry. The effect of varying a parameter onother parameters is obtained, as shown in Fig. 5(b), in the VARIATIONS entry. This facilityallows a comprehensive analysis of the different parameters involved in the problem andpermits the optimization of the machine performance. The recommended charts (Fig. 3) andthe diagrammatic sketches (Figs I and 2) can be accessed through the CHARTS andORAWINGS entries, respectively. Using also the last command, velocity diagrams can bedrawn.

If the IBM 'graphics' module has been loaded at the beginning of the session, a hard copyof figures displayed on the screen can be obtained using the 'Print Screen' command with asuitable printer.

EXAMPLE CALCULATIONS

In this section, an example problem demonstrating the computational and graphical capabili­ties of the program and how it leads to a deeper understanding of the subject material ispresented. Records of the input and output data of the problem are listed in Table I. The taskis to select the outlet angle of the inlet guide vanes (ag) , the decision being based onoptimizing some performance parameters such as power input to shaft (Pis), net head (h),

and hydraulic efficiency (nh)' The variation of the power input to shaft is depicted inFig. 6(a). To generate this or any other plot, the user should select the x and y variables bychoosing the VARIATIONS entry from the main menu (Figs 4 and 5(a». Having done this,the user will be asked to specify, in simple dialog boxes, values for the low and high limitsof the x variable, y variable(s) (maximum number of five), and the corresponding pair ofsystem units. The resulting specification will be shown in a window similar to the one on theright-hand side of Fig. 5(b). Then, by choosing the plot command, the x interval will besubdivided into 45 sub-intervals and the problem will be solved 45 times in order to computeand store y values for the graphical plots.

As shown in Fig. 6(a), the power input to shaft (Pis) maximizes for a definite value of ago

To understand this behaviour, the plots of Figs 6 and 7 and the following explanation areneeded. Since the mass flow rate is constant, the radial velocity of water at exit from theguide vanes (Vrg) should be constant. Then, as ag increases, the tangential water velocity atexit from the guide vanes (Vlg) will decrease (refer to the velocity triangle in Fig. 2(b».Since by neglecting losses the moment of momentum in the space between the guide vanesand rotor inlet is conserved, the tangential water velocity at rotor inlet (VUt) should decrease,as depicted in Fig. 6(b). Since the losses in the stay and guide vanes are neglected, the totalhead at inlet (HI) will be equal to the total head at inlet to the casing (HB) and will remainconstant at constant mass flow rate. Therefore, the decrease in VUI at constant head (HI) androtational speed (rpm) will lead to a decrease in the tangential water velocity at exit (Vu2)

(Fig. 6(c», work being done on the rotor. Now, with the aid of the velocity diagram at existshown in Fig. I(d), the decrease in VU2 at constant runner velocity (u2) and axial water

International Journal of Mechanical Engineering Education Vol 25 No 2

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nein

let

radi

us5.

100

Dod

Dra

ftou

tlet

diam

eter

:3.

065

r cSt

ayva

neou

tlet

radi

us4.

500

Kin

emat

icva

riab

les

B/D

t:

0.37

5B

bSt

ayva

nein

let

heig

ht2.

000

QIn

itial

disc

harg

e/tu

rbin

e58

.000

Do/

Dt

1.62

5B

eSt

ayva

neou

tlet

heig

ht1.

750

Da

Scro

llca

sein

let

dia.

:2.

750

Sim

ilar

ity

rati

osSu

rfac

e+

angl

eva

riab

les

mb

Stay

vane

inle

tar

eaco

eff.

0.97

5D

)/D

20.

800

at

Ang

lebe

twee

nV

I&U

t:

33.9

03m

eSt

ayva

neou

tlet

area

coef

f0.

970

RP

MI!

RP

M2

0.50

002

Ang

lebe

twee

nV

2&

u2:

56.6

55

Page 12: Computer-aidedanalysis of hydraulic reaction turbines · 2018-06-26 · hydroelectric, reaction turbine-based, power plant is described next. After exiting the penstock (Fig. 2(a»,

Tab

le1.

(con

tinu

ed)

Kin

etic

vari

able

spw

Inle

tw

ater

pow

erat

casi

ng:6

8191

61.2

83p

irP

ower

inpu

tto

runn

er:6

6145

86.4

44pi

sP

ower

inpu

tto

shaf

t:3

6424

85.3

31pb

Bra

kepo

wer

per

turb

ine

:349

6785

.918

pb,

Inst

alla

tion

brak

epo

wer

:349

6785

.918

peE

xit

wat

erpo

wer

from

runn

er :17

3625

4.82

4T

To

rqu

ein

put

tosh

aft/

turb

ine

:347

995.

492

Tf

Fri

ctio

nto

rque

/turb

o:1

3919

.820

Ts

Out

,sh

aft

torq

ue/tu

rbo

:334

075.

672

Inpu

tDat

a-P

roto

typ

eor

Con

ditio

n2

Out

put D

ata-

Pro

toty

pe

ofC

ondi

tion

2

Surf

ace

+A

ngle

vari

able

sm

Inle

tax

ial

area

coef

fici

ent

:0.

960

0.80

00.

500

9.81

599

8.75

3:9

802.

259

:NO

:NO

Con

stan

tsg

ace.

ofgr

avity

Flui

dde

nsity

Flui

dsp

ecif

icw

eigh

t

Gui

deV

anes

vari

able

sr g

Gui

deva

neou

tlet

radi

us:

4.06

3D

oG

uide

vane

outl

etdi

amet

er:

8.12

5B

/Do

:0.

231

Rat

ios

+L

inea

rdi

m.

vari

able

sD

l,D

,Dd

Max

imum

diam

eter

:5.

000

B/D

t:

0.37

5D

oiD

I:

1.62

5

Ass

umpt

ions

&co

ndit

ions

Use

effi

cien

cyvs

n sU

setu

rbin

ech

arac

.vs

ns

Sim

ilar

ity

rati

os

Dd

D2

RP

Md

RP

M2

0.16

00.

256

0.08

20.

041

0.08

00.

040

8.85

06.

608

72.0

00

:YE

S:N

O:N

O0.63

20.

411

13.6

05:9

5827

.056

:173

8.18

2

Sim

ilar

ity

cond

itio

nsH

omol

ogou

sco

ndit

ions

Sam

eef

fici

ency

Sam

etu

rbin

e

Cav

itat

ion

vari

able

srr

Cav

itat

ion

para

met

erere

Cri

tical

cavi

l.pa

ram

o(m

in)

hm

axM

axim

umhe

adPa

lmA

tm.

pres

sure

Pv

Vap

our

pres

sure

Gen

erat

orva

riab

les

Num

ber

ofpo

les

h'E

ffec

tive

head

h"H

ead

extr

acte

dfr

omw

ater

Sim

ilar

ity

rati

osh

dh

2Q

dQ

2pe

rw

heel

Td

T2

Tor

que

into

shaf

t/w

heel

pis

dp

is2

Pow

erin

tosh

aft/

whe

elT

sdT

s 2O

utsh

aft

torq

ue/w

heel

pb

]/p

b 2B

rake

pow

er/w

heel

1.74

056

.260

58.0

008.

850

0.00

00.

000

:387

.480

0.74

70.

695

1.09

21.

589

Kin

emat

icva

riab

les

QJL

eaka

gedi

scha

rge/

turb

ine

Qe

Eff

ecti

vedi

scha

rge/

turb

ine

QlT

otal

disc

harg

eh

Net

head

Per

form

ance

fact

ors

ns

Spe

cifi

csp

eed

nhH

ydra

ulic

effi

cien

cyno

Ove

rall

effi

cien

cy~

Per

iphe

ral

vel.

fact

orat

rl

~Pe

riph

eral

tipve

l.fa

ctor

Los

ses

(fac

tors

)K

Dra

fttu

belo

ssco

effi

cien

t-I

Kd

Dra

fttu

belo

ssco

effi

cien

t-2

Page 13: Computer-aidedanalysis of hydraulic reaction turbines · 2018-06-26 · hydroelectric, reaction turbine-based, power plant is described next. After exiting the penstock (Fig. 2(a»,

Tab

le1.

(con

tinu

ed)

/31A

ngle

betw

een

vJ&

ul:

139.

366

Vtb

Stay

vane

sin

let

tang

.ve

l.2.

177

Oth

erve

loci

ties

/3-;.A

ngle

betw

een

Vz

&U

z:

153.

381

Vrb

Stay

vane

sin

let

radi

alve

l.0.

928

Vd

Inle

tdr

aft

tube

velo

city

:4.

615

alW

heel

in.a

rea

norm

alto

vI6.

751

Vc

Stay

vane

sou

tlet

vel.

2.74

7V

3Su

bmer

ged

disc

harg

eve

l.:

7.86

3az

Whe

elou

t.ar

eano

rmal

toV

z4.

645

Vt c

Stay

vane

sou

tlet

tang

.ve

l.2.

467

Ve

Tai

lrac

eve

loci

ty:

7.86

3A

IW

heel

in.a

rea

norm

alto

VI

5.78

3V

r cSt

ayva

nes

outle

tra

dial

vel.

1.20

8w

Rot

ativ

eve

loci

ty10

.472

Ac

Whe

elin

let

axia

lar

ea10

.367

Gui

deva

nes

velo

citi

esV

eloc

ity

coef

fici

ents

Gui

deva

nes

vari

able

sV d

Gui

deva

nes

inle

tve

l.3.

242

CI

VI

Vel

ocity

coef

fici

ent

0.73

8llt

tAng

lebe

twee

nV d

&VU

d29

.871

Vtd

Gui

deva

nes

inle

tta

ng.

vel.

2.81

1C

zV

zV

eloc

ityco

effi

cien

t:

0.49

3r g

Gui

deva

neou

tlet

radi

us3.

250

Vrd

Gui

deva

nes

in.

radi

alve

l.1.

614

c,V

r gV

eloc

ityco

effi

cien

t0.

150

BID

o0.

231

Vg

Gui

deva

nes

outle

tve

l.:

3.94

5A

dG

uide

vane

in.r

adia

lar

ea35

.925

Vt g

Gui

deva

nes

outle

tta

ng.

vel.

3.41

6P

ress

ures

+el

evat

ions

+he

ads

Ag

Gui

deva

neou

t.ra

dial

area

29.4

05V

r gG

uide

vane

sou

t.ra

dial

vel.

1.97

2P

BC

asin

gin

let

pres

sure

:308

12.5

80P

IR

unne

rin

let

pres

sure

:522

45.8

78St

ayva

nes

vari

able

sR

un

ner

entr

ance

velo

citi

esH

IR

unne

rin

let

tota

lhe

ad12

.000

aaA

ngle

betw

een

Va&

VUa

80.6

52V

IW

ater

velo

city

:9.

729

Hz

Run

ner

outle

tto

tal

head

:3.

150

<Xt,

Ang

lebe

twee

nV

b&

VUb

23.0

91V

IR

elat

ive

wat

erve

loci

ty8.

333

He

Tai

lrac

eve

loci

tyhe

ad:

3.15

01X

cAng

lebe

twee

nV

c&

VUe

:29

.094

ulW

heel

velo

city

14.3

99A

aSc

roll

case

inle

tar

ea:

5.94

0VU

IT

ange

ntia

lw

ater

velo

city

8.07

5L

osse

s(p

ower

,h

ead

)A

bSt

ayva

nein

let

radi

alar

ea:

62.4

86V

aAxi

alw

ater

velo

city

5.42

7h

hR

unne

rlo

sses

:2.

242

Ae

Stay

vane

outl

etra

dial

area

:47

.996

Ut

Whe

elve

loci

tyat

dia.

DI

20.9

44H

ITai

lrac

e(H

e)lo

ss3.

150

pfl

Gui

de&

stay

vane

spo

wer

loss

0.00

0St

ayva

nes

velo

citi

esR

un

ner

outl

etve

loci

ties

ph

Run

ner

(hyd

raul

ic)

pow

erlo

ss:

1235

846.

289

VaS

crol

lca

sein

let

(VB

)ve

l.9.

765

Vz

Wat

erve

loci

ty6.

496

Pf3

Dra

fttu

bepo

wer

loss

0.00

0V

t aSc

roll

case

inle

tta

ng.

vel.

1.58

6V

zR

elat

ive

wat

erve

loci

ty12

.112

PsSu

bmer

ged

disc

harg

epo

wer

loss

:0.

000

Vr a

Scro

llca

sein

let

radi

alve

l.9.

635

Uz

Whe

elve

loci

ty:

14.3

99P

ITai

lrac

epo

wer

loss

:178

9953

.427

Vb

Stay

vane

sin

let

vel.

:2.

367

Vuz

Tan

gent

ial

wat

erve

loci

ty3.

571

pm

fMec

h.

pow

erlo

ss:1

4569

9.41

3pi

Lea

kage

pow

erlo

ss:1

5087

6.23

6

Page 14: Computer-aidedanalysis of hydraulic reaction turbines · 2018-06-26 · hydroelectric, reaction turbine-based, power plant is described next. After exiting the penstock (Fig. 2(a»,

0.97

5K

inet

icva

riab

les

0.97

0pi

sPo

wer

inpu

tto

shaf

t:8

8927

864.

521

pbB

rake

pow

erpe

rtu

rbin

e:8

7003

718.

370

TT

orqu

ein

put

tosh

aft/

turb

ine

:424

7991

.842

4.93

1T

fFr

ictio

nto

rque

/tur

bine

:919

14.4

66T

sO

utpu

tsh

aft

torq

ue/t

urbi

ne:4

1560

77.3

76

52.3

60K

inem

atic

vari

able

sQ

Initi

aldi

scha

rge/

turb

ine

:226

.562

QI

Lea

kage

disc

harg

e/tu

rbin

e:

6.79

711

.539

QeE

ffec

tive

disc

harg

e/tu

rbin

e:2

19.7

66:

20.9

44h

Net

head

§:

55.3

13:2

00.0

00h"

Hea

dex

trac

ted

from

wat

er:

41.3

01

Sim

ilar

ity

rati

os0.

150

hd

hz

0.16

0Q

I/QZ

per

whe

el0.

256

Td

Tz

Tor

que

into

shaf

t/w

heel

:0.

082

:192

4146

.151

pis

dp

isz

Pow

erin

tosh

aft/

whe

el0.

041

Tsd

Tsz

Out

shaf

tto

rque

/whe

el0.

080

pb

dp

bz

Bra

kepo

wer

/whe

el0.

040

:391

.168

Tab

le1.

(con

tinu

ed)

BG

uide

vane

heig

htA

gG

uide

vane

out.

radi

alar

eam

dG

uide

vane

inle

tar

eaco

eff.

mg

Gui

deva

neou

tlet

area

coef

f.

Stay

vane

sva

riab

les

mb

Stay

vane

inle

tar

eaco

eff

me

Stay

vane

outle

tar

eaco

eff

Gui

deva

nes

velo

citi

esV

r gG

uide

vane

sou

t.ra

dial

vel.

Run

ner

entr

ance

velo

citi

es"I

Whe

elve

loci

tyat

dia.

D1

Oth

erve

loci

ties

Vd

Inle

tdr

aft

tube

velo

city

wR

otat

ive

velo

city

nR

PM

Vel

ocit

yco

effi

cien

tsc,

Vr g

Vel

ocity

coef

fici

ent

Los

ses

(pow

er,

head

)pm

fMec

h.po

wer

loss

Per

form

ance

fact

ors

ns

Spe

cifi

csp

eed

1.87

545

.946

0.96

50.

960

IIv

Vol

umet

ric

effi

cien

cynh

Hyd

raul

icef

fici

ency

11m

Mec

hani

cal

effi

cien

cy11

0O

vera

llef

fici

ency

tPlPe

riph

eral

tipve

l.fa

ctor

0.97

00.

747

0.97

80.

709

1.58

9

Cav

itat

ion

vari

able

sa c

Cri

tical

cavi

t.pa

ram

,(m

in)

0.41

7

Page 15: Computer-aidedanalysis of hydraulic reaction turbines · 2018-06-26 · hydroelectric, reaction turbine-based, power plant is described next. After exiting the penstock (Fig. 2(a»,

Computer-aided analysis of hydraulic reaction turbines 87

'a ..aa:..

,-- : I j-t -t- +--+ -+-! l j

: I..an.c. ~il+!-t-+-+!-+-

l 1 '1 i• .uc... __ .L--L_. I 1 ,

10 .000 82 .500 . " .000 57 . 100

(a)

i .i ,o .1'57 h + - t-- t-+ -+- +-+--i, iI !

+---+--+-+-+--11-1i I

i i i !; ..... +--+!-i-!-f""+-'+Iiii

I ; ! I !~;.....t-+--t i! I

~ ! i I !! .. I

3""1~--W-.l.--4I-.l.--4I-·--' _!• •000 U .SOO • •000

(b)

(e)

i 'nK-t--i- j._-i,· -1-+-+1-,!i

t ,_OOI U -1 ! J,'-i-I -+.-+1- li--+.-ir-T-- "l-r-r-rl l !

, . 0000 00I t~ ---l-r-r-r--n-j1;1' , - -1-

HM»4 ~ ~ i-h-l.'...n f~±=j=tJ=LJ-i -I

11 .500 10 .000

(d)

Fig. 6. Variation with guide vanes direction angle of (a) power carried by water exiting theturbine runner. (b) net head, and (c) hydraulic efficiency angle.

velcoity (Va2) (since the flow rate remains unchanged) will first result in an increase in therelative exit water velocity (v2) and a decrease in the absolute exit water velocity (V2) untilVU2 changes sign. When VU2 becomes negative, v2 will still increase but, on the other hand,V2 will start increasing. Since the hydraulic power loss (Ph), or rotor friction loss, is propor­tional to v2, and the exit water power (pe) is proportional to V2 when no draft tube is used,the behaviour of the curves in Figs 6(d) and 7(a) is understood. Moreover, because the powerinput to the runner is constant and equal to the sum of pis, ph, and pe, it should be apparentthat the increase in ph and the decrease in pe will result in a value of CXg that will minimizetheir sum and maximize pis (Fig. 6(a».

The effect of varying ag on the net head (h) is as depicted in Fig. 7(b). This behaviour isexpected because in this problem, where no draft tube is employed, h is the differencebetween the head at inlet to the casing HB and the total head at rotor exit (H2), which isproportional to pe at constant mass flow rate; therefore, HB being constant, hand pe should

Internaliooal Journal of Mechanical Engineering Education Vol 25 No 2

Page 16: Computer-aidedanalysis of hydraulic reaction turbines · 2018-06-26 · hydroelectric, reaction turbine-based, power plant is described next. After exiting the penstock (Fig. 2(a»,

88 F. Moukalled and A. Honeln

(a)

O.MlOr-'!- -. --::;:'",- -..,.- ,---:---==~.--l- ~ :--.l-i

i:=~~1. ...l ~~ ! ! 1 !

::::lliIEttJ:tel ,GOO n .SOO 41 ,000 17 .100 J'Q,ODO

( b)

o.rnL__.: .- l- l -,-_!-.-;._+-_

\:=[~Fft~~i ! i ! I 1 I ! I i

o 'hCI~--t-.-H- __ ,l._ l

H'-i-t-t-: : !-i• .!UO &..--'--,l._--l..-.-I_~

20 .000 1.1.100 .-s .1IOO " .100

( c)

Fig. 7. Variation with guide vanes direction angle of (a) power carried by water exiting theturbine runner, (b) net head, and (c) hydraulic efficiency angle.

vary in an opposite way (compare curves in Figs 7(a) and (b». Finally, since the hydraulicefficiency (nh) is defined as the ratio of the head extracted from water (h") to the net head h,and since h" is proponional to pis , nh will first increase with the sharp increase in b" and thendecrease as h" decreases and h remains approximately constant (Fig. 7(c». This is to beanticipated since the overall effect of increasing lXg is to continuously increase the frictionlosses in the runner and decrease the losses at exit to a value approximately constant overmost of the range of ag o Using the value of a g that maximizes pis, say 30 degrees, theproblem is solved, and the values of the various quantitites are displayed in Table I. Thevelocity triangles at inlet and exit from the runner are shown in Figs 8(a) and (b), respec­tively. Moreover, the variations of the blade angles at inlet (/31)and exit <f32) from the runnerwith rl are shown in Figs 9(a) and (b) respectively. The values obtained are to be used whenthe runner is to be designed under these flow conditions. Finally, doubling the rotationalspeed and increasing the diameter by a factor of 1.25, the performance of the turbine is easilyobtained using similarity laws (Table I).

International Journal 01Mechanical Engineering Education Vol 25 No 2

Page 17: Computer-aidedanalysis of hydraulic reaction turbines · 2018-06-26 · hydroelectric, reaction turbine-based, power plant is described next. After exiting the penstock (Fig. 2(a»,

cd

Computer-aided analysis of hydraulic reaction turbines 89

ul

Entrance Uelocities

Ua t: ~ .

Uul U1

(a)

u2

Uat:··..··u~ ....· U2

(b)

v1Ul = 31.920 It/s, 9.7291 m/sul = '17.2'11 It/s, 1'1.399 m/svl =27.3'10 ItIS, 8.3332 m/sUul = 26.'193 It/s, 8.0750 m/sUa = 17.80'1 ItIS, 5.'1267 m/s011 = 33.903 deQrees131 = 139.37 deQrees

132 Discharge Uel oci ti es

U2 = 21.313 ItIS, 6.'1962 m/su2 = '17.2'11 ftlS, 1'1.399 m/sv2 = 39.737 Itls, 12.112 m/sUu2 = 11.715 ItIS, 3.5708 m/sUa = 17.80'1 ItIS, 5.'1267 m/s012 = 56.655 degr ees132 = 153.38 deQrees

IPress any key I

Fig. 8. Velocity triangle at runner (a) inlet and (b) exit.

CONCLUSION

An educational software package for the analysis of hydraulic reaction turbines was de­scribed. The program, capable of solving radial, mixed, and axial flow hydraulic reactionturbine problems, provides an efficient educational tool for mechanical engineering students.The comprehensive example problem presented demonstrated the various features of thepackage. Finally, copies of REACTION will be provided to users upon request.

ACKNOWLEDGEMENT

The financial support provided by the University Research Board of the AmericanUniversity of Beirut through Grant No. 48816 is gratefully acknowledge.

REFERENCES

[1] Belland, J., et al., 'Varied self-paced micro-computer based instructional programs for addressingindividual differences when acquiring different levels of instructional objectives', Rest. TheoryDiv. Proc., 1985, pp. 146-163.

International Journal 01Mechanical Engineering Education Vol 25 No 2

Page 18: Computer-aidedanalysis of hydraulic reaction turbines · 2018-06-26 · hydroelectric, reaction turbine-based, power plant is described next. After exiting the penstock (Fig. 2(a»,

90 F. Moukalled and A. Honein

160 .580 ·r········T·········r··..· ···T····_···T··-T-~·····_· ·· · .r· · ·· ·· ··· ·; ··· ·· ·· · ··t· · · ··· · · · ·;· ·· · · ·· ·· · ·; · ··_··· · .~. ·--1·_·_····t··_· u ·-i

1..0. t<47 .~ ; ~ i : L._•....•.~ ~..u i

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Fig. 9. Variation of blade angle at runner (a) inlet and (b) exit with wheel radius .

Intemational Joumal of Mechanical Engineering Educet.,n Vol 25 No 2

Page 19: Computer-aidedanalysis of hydraulic reaction turbines · 2018-06-26 · hydroelectric, reaction turbine-based, power plant is described next. After exiting the penstock (Fig. 2(a»,

Computer-aided analysis of hydraulic reaction turbines 91

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International Journal 01Mechanical Engineering Education Vol 25 No 2