• Sonuç bulunamadı

Yatay eksenli rüzgar türbinlerinin dinamik davranışı-teorik bir model

N/A
N/A
Protected

Academic year: 2021

Share "Yatay eksenli rüzgar türbinlerinin dinamik davranışı-teorik bir model"

Copied!
12
0
0

Yükleniyor.... (view fulltext now)

Tam metin

(1)

'LFOHhQLYHUVLWHVL0KHQGLVOLN)DNOWHVL PKHQGLVOLNGHUJLVL



<D]ÕúPDODUÕQ\DSÕODFD÷Õ\D]DU0DKPXW&DQù(1(/PDKPXWFDQVHQHO#RPXHGXWU7HO   

Yatay eksenli r]JDUWUELQOHULnin GLQDPLNGDYUDQÕúÕ-teorik

bir model

0DKPXW&DQù(1(/ (UGHP.2d

Ondokuz 0D\ÕVhQLYHUVLWHVL0KHQGLVOLN)DNOWHVL0DNLQD0KHQGLVOL÷L%|OP6DPVXQ

g]HW

%X oDOÕúPDGD \DWD\ HNVHQOL o NDQDWOÕ U]JkU WUELQOHULQGH WUELQ HOHPDQODUÕQÕQ WHPHO GLQDPLN GDYUDQÕúODUÕLoLQHQHUMLG|QúPOHULHVDVDOÕQDUDNWHRULN\HQLELUPRGHOROXúWXUXOPXúWXU%XPRGHO LOH WDVDUÕP SDUDPHWUHOHUL NDQDW IL]LNVHO YH JHRPHWULN E\NONOHUL GH÷HUOHQGLULOLS PRPHQW HúLWOLNOHULQGHQID\GDODQÕODUDNWUELQLQGLQDPLNGDYUDQÕúÕEHOLUOHQPH\HoDOÕúÕOPÕúWÕU$\UÕFDER\XWOX SDUDPHWUHOHU ER\XWVX]ODúWÕUÕODUDN ELUoRN SDUDPHWUHQLQ HWNLVL JHQLú ELU DUDOÕNWD DQDOL] HGLOPLúWLU 5]JDU JFQQ QH RUDQGD MHQHUDW|UH LOHWLOGL÷LQL WDKPLQ HWPHN DPDFÕ\OD \HQL ER\XWVX] ELU SDUDPHWUHRODQWUELQHWNLQOLNNDWVD\ÕVÕWDQÕPODQDUDNDQDOL]OHUJHUoHNOHúWLULOPLúWLU

Anahtar Kelimeler: 5]JDUWUELQLGLQDPLNDQDOL]teorik model.

mühendislikdergisi

Cilt: 3-9

Dicle Üniversitesi Mühendislik Fakültesi Mart 20145, 1,

(2)

70



Dynamic behaviour of horizontal axis

wind turbines-a theoretical model

Extended abstract

Within renewable energy sources, wind energy is a natural, clean energy sources being observed that there is increasing use in recent years. Wind turbines are used to generate electricity energy from wind energy. Kinetic energy in wind turbine blades is converted into mechanical energy via power transmission systems, then, electrical energy is obtained from generator. They are classified as horizontal axis and vertical axis wind turbines according to the axis of rotation.

In horizontal axis wind turbines, various power transmission mechanisms have been developed in order to obtain torque and power. These are direct drive, integrated, and conventional power transmission mechanisms. In a direct drive power transmission mechanism, torque and power are transmitted to the generator through a rotor. In an integrated power transmission mechanism, a gearbox and rotor are both used. In this study, conventional power transmission mechanism was used.

Moreover, aerodynamic theories are used to determine the effect that wind has on the forces, torque, and power of blades of horizontal axis wind turbines. There are three main aerodynamic theories (one-dimensional lineer momentum theory, actuator disc momentum theory and blade element theory) related to wind turbine aerodynamics. One-dimensional momentum theory examines the force on the disc in the air flow tube. It is assumed that the disc consists of an infinite number of blades. The maximum power coefficient is limited to 0.593 based on Betz' Law. Actuator disc momentum theory assumes that the disc consists of an infinite number of blades. Additionally, friction caused by the blade is neglected but the vortex effect of the flow is considered. Blade element theory is used to determine the forces and torque that affect on aerofoil. In present study, two different aerodynamic theories (actuator disc momentum theory, blade element theory) investigated in order to define the amount of torque affecting on the blades

In this study, a new theoretical model was designed based on energy conversion for basic dynamic behaviour of the three blades-horizontal axis wind turbines. By this model, dynamic behaviour of wind turbine was assessed by evaluating design parameters, geometrical and physical sizes of the blade in accordance with torque equations. In addition, dimensional parameters were converted to dimensionless parameters. Thus, effect of many parameters such as wind speed, blade radius, mass of the blades, power coefficient, tip-speed ratio, axial induction factor and angular induction factor were analyzed.

By this model, various dimensional torques could be estimated by changing mR59DQGĮG in the same

nondimensional torque. Consequently, it was found that NG1 is very close to the nominal power of the

referenced wind turbine (2 MW).

Different dimensionless parameters so called as the coefficient of effectiveness (Kt1, Kt2) were defined in

order to estimate the wind power transmitted to the generator and they were used for analyzing the wind turbines. It was determined that the dimensional parameters (wind speed (V), blade radius (R), the mass of the blades (mR)) and the non-dimensional

parameters (tip-VSHHG UDWLR Ȝ  EODGH DQJOH ș  power coefficient (CP)) directly affected the

coefficient of effectiveness (Kt).

In conclusion, Kt1 and Kt2 could be 0.38 and 0.37

respectively if the wind turbine parameters being as mR=19500 kg, R= 39.5 m, i=100. In addition, it was

approximately determined that 38% of wind power was transmitted to the generator. When Kt values

were compared to CP values (when CP=0.40-0.45),

the Kt values were less than the CP values.

Finally, this theoretical model presents a more realistic approach in terms of estimating the main parameters of wind turbine. Consequently, it is suggested that this theoretical study is used as a model for designing horizontal axis wind turbines. 

Keywords: Wind turbine, dynamic analysis,

(3)

<DWD\HNVHQOLU]JDUWUELQOHULQLQGLQDPLNGDYUDQÕúÕ-teorik bir model

GLULú

Enerji, ekonomik, sosyal ve kültürel NDONÕQPDQÕQ WHPHO JLUGLOHUGHQ ELUL NRQXPXQGDGÕU $UWDQ GQ\D QIXVX PRGHUQ KD\DWÕQ JHWLUGL÷L \HQLOLNOHU WHNQRORMLQLQ JHOLúLPL\OH ELUOLNWH UHWLOHQ HQHUMLQLQ NXOODQÕODFD÷Õ \HQL DODQODUÕQ RUWD\D oÕNPDVÕ enerjiye olan ba÷ÕPOÕOÕ÷ÕPÕ]ÕQ DUWPDVÕQD VHEHS ROPDNWDGÕU %X GXUXPGD VUGUOHELOLU ELU GHQJHQLQ ROXúWXUXODELOPHVL LoLQ HQHUML ND\QDN oHúLWOLOL÷LQLQ VD÷ODQPDVÕ YH IRVLO \DNÕWOÕ HQHUML ND\QDNODUÕQÕQ \DQÕQGD \HQLOHQHELOLU HQHUML ND\QDNODUÕQÕQ GD NXOODQÕPD VXQXOPDVÕ E\N |QHP DU] HWPHNWHGLU <HQLOHQHELOLU HQHUML ND\QDNODUÕ DUDVÕQGD HOHNWULN UHWLPL NRQXVXQGD HQ ID]OD PLW YHUHQ HQHUML ND\QD÷Õ U]JDU HQHUMLVL RODUDN J|UOPHNWHGLU 5]JkU HQHUMLVL JQHú UDG\DV\RQXQXQ \HU\]H\ini IDUNOÕ ÕVÕWPDVÕQGDQ ND\QDNODQPDNWDGÕU <HU\]eyinin IDUNOÕÕVÕQPDVÕKDYDQÕQVÕFDNOÕ÷ÕQÕQQHPLQLQYH EDVÕQFÕQÕQIDUNOÕROPDVÕQDEXEDVÕQoIDUNODUÕGD KDYDQÕQ KDUHNHWLQH QHGHQ ROPDNWDGÕU <NVHN EDVÕQo DODQODUÕQGDQ DOoDN EDVÕQo DODQODUÕQD GR÷UX RODQ EX KDYD KDUHNHWL GH U]JkUÕ ROXúWXUPDNWDGÕU 5]JkU JQHú HQHUMLVLQLQ GROD\OÕ ELU UQGU *QHú ÕúÕQODUÕ ROGX÷X VUHFH U]JkU RODFDNWÕU 'Q\D\D XODúDQ JQHú enerjisinin \DNODúÕN 1-¶VL U]JkU HQHUMLVLQH oHYULOPHNWHGLU g]WUN YH dHOLN  ùHQHO 2012).

5]JDU HQHUMLVLQGHQ ID\GDODQDUDN HOHNWULN enHUMLVL UHWPHN DPDFÕ\OD U]JDU WUELQOHUL NXOODQÕOPDNWDGÕU 5]JDU WUELQOHUL G|QPH HNVHQLQH J|UH \DWD\ YH GúH\ HNVHQOL U]JDU WUELQOHUL RODUDN VÕQÕIODQGÕUÕOabilir. Enerji UHWLPL DPDFÕ\OD JQP]GH PRGHUQ \DWD\ HNVHQOLU]JkUWUELQOHULNXOODQÕOPDNWDGÕUBu tip U]JkU WUELQOHULQLQ |PU WUELQ NDOLWHVLQH YH \HUHO LNOLP |]HOOLNOHULQH J|UH GH÷LúPHNOH beraber ortalama 20- \ÕOGÕU Yatay eksenli U]JDU WUELQOHUL WHPHO RODUDN NDQDWODU J|EHN NXOH GLúOL NXWXVX MHQHUDW|U \DWDN NDYUDPD H÷LP \DZ  PHNDQL]PDVÕ NDQDW G|QGUPH SLWFK  PHNDQL]PDVÕ YH NRQWURO QLWHVLQGHQ ROXúPDNWDGÕU ùHQHO .

ùHNLO <DWD\HNVHQOLU]JDUWUELQL\DSÕVÕ .RoYHùHQHO

5]JDU WUELQOHULQGH PRPHQW YH Jo LOHWLPL DPDFÕ\OD IDUNOÕ WU Jo LOHWLP VLVWHPOHUL JHOLúWLULOPLúWLU %XQODUGDQ HQ \D\JÕQ NXOODQÕODQÕ NDQDWODUGDQDOÕQDQPRPHQWYHJFGLúOLNXWXVX ]HULQGHQ MHQHUDW|UH LOHWHQ VLVWHPOHUGLU $\UÕFD GLúOL NXWXVX EXOXQdurmayan kanDWODUGDNL G|Qú KÕ]ÕQÕQGR÷UXGDQMHQHUDW|UHDNWDUÕOGÕ÷ÕGR÷UXGDQ VUúO Jo LOHWLP VLVWHPOHUL GH U]JDU WUELQOHULQGHVÕNOÕNODNXOODQÕOPDNWDGÕU 5]JDU WUELQL WDVDUÕPÕ YH GLQDPLN DQDOL]L\OH LOJLOL OLWHUDWUGH ELUoRN oDOÕúPD PHYFXWWXU $WD YH dHWLQ (2008) \UWWNOHUL oDOÕúPDGD &HODO %D\DU hQLYHUVLWHVL .ÕUND÷Do YHUOHúNHVLQH \HUOHúWLULOPHN ]HUH  N:K HQHUML NDSDVLWHOL úHEHNH ED÷ODQWÕVÕ] RWRQRP  o NDQDWOÕ ELU U]JkU WUELQL WDVDUOD\ÕS PHNDQLN RODUDN HQHUML YHULPLQL EDúND ELU VLVWHPOH NDUúÕODúWÕUPÕúODUGÕU <UWOHQELUGL÷HUoDOÕúPDGD*UHJJYG. (2010), kanat eleman tHRULVL Xo-KÕ] RUDQÕ Ȝ  Jo YH YHULP JLEL WHPHO HúLWOLNOHUGHQ ID\GDODQDUDN U]JDUWUELQLLoLQWHRULNELUPRGHOROXúWXUXSEX SDUDPHWUHOHULQ GH÷LúLPLQL DQDOL] HWPLúOHUGLU Huiying vd. (2010) \UWWNOHUL oDOÕúPDGD U]JkU WUELQL Jo LOHWLP VLVWHPL VHoLP SUHQVLSOHUL YH PKHQGLVOLN X\JXODPDODUÕQGDNL |QHPL]HULQGHGXUPXúODUGÕU Kanat 'LúOLNutusu Anemometre Kule (÷LP (yaw) PHNDQL]PDVÕ *|EHN Kule merdiveni Jeneratör Temel .XOHJLULú kDSÕVÕ

(4)

72

R i1 'LúOL kutusu V Kanat i2 ȦG, TG Ȧ7R Vuç Ȧ5 z1 z2 z3 ȦA z4 Jeneratör R $ ʌ52 Ȧ r Vç ȦU V Vuç Ȧ5 z y x Aerofoil R V ȡ  Aerofoil 5]JkU \|Q V Į ș Aerofoil referans ekseni '|QPHHNVHQL %XoDOÕúPDGDLVHWDVDUÕPSDUDPHWUHOHULQH LȜ ș&P, CQ oDOÕúPDSDUDPHWUHOHULQH 9ȦȦGĮ ĮG WUELQ geomHWULNYHIL]LNVHOE\NONOHULQH (R, mR ED÷OÕRODUDNWUELQHOHPDQODUÕQÕQHQHUML G|QúPOHULHVDVDOÕQÕSWHRULN \HQLELUGLQDPLN PRGHO ROXúWXUXOPXúWXU %X PRGHO LOH WUELQLQ GLQDPLN GDYUDQÕúÕ DQDOL] HGLOPLúWLU $\UÕFD U]JDU JFQQQHRUDQGDMHQHUDW|UHLOHWLOGL÷LQL WDKPLQHWPHNDPDFÕ\ODWUELQHWNLQOLNNDWVD\ÕVÕ diye yeni boyutsuz bir parametre WDQÕPODQDUDN DQDOL]OHUJHUoHNOHúWLULOPLúWLU

Rüzgar türbini tDVDUÕPeVDVODUÕ

5]JkUWUELQOHULQGHJoHQHUMLROXúXPXU]JkU KÕ]Õ LOH NDQDWODUGD EDúODPDNWDGÕU .DQDWODU WDUDIÕQGDQ U]JkUGDQ HOGH HGLOHQ NLQHWLN HQHUML PHNDQLN HQHUML\H G|QúWUOHUHN Jo LOHWLP HOHPDQODUÕ \DUGÕPÕ\OD GLúOL NXWXVXQD DNWDUÕOPDNWDGÕU 'LúOL NXWXVX NDQDWODUGD ROXúDQ GúNKÕ]\NVHNtorku\NVHNKÕ]GúNtorka G|QúWUS MHQHUDW|UH LOHWPHNWHGLU -HQHUDW|UGH LVHKÕ]ÕDUWPÕú, WRUNXGúUOPúPHNDQLNHQHUML HOHNWULN HQHUMLVLQH G|QúWUOHUHN NXOODQÕFÕ\D J|QGHULOPHNWHGLU KDQDWODU LNL NDGHPHOL DOÕQ GLúOLNXWXVXYHMHQHUDW|UGHQROXúDQ yatay eksenli bir U]JDU WUELQ modeli ùHNLO¶GHVXQXOPXúWXU.

ùHNLO5]JDU WUELQJoHQHUMLLOHWLPL

5]JkUWUELQLWDVDUÕPÕQÕQJHUoHNOHúWLULOHELOPHVL LoLQ |QFHOLNOH WDVDUÕP SDUDPHWUHOHULQLQ EHOLUOHQPHVL JHUHNPHNWHGLU %XQODU Xo-KÕ] RUDQÕ Ȝ NDQDWDoÕVÕ ș JoNDWVD\ÕVÕ &P), tork PRPHQW  NDWVD\ÕVÕ &Q  LWNL NDWVD\ÕVÕ &T) ve oHYULP RUDQÕ L  JLEL SDUDPHWUHOHUGLU %X SDUDPHWUHOHUNÕVDFDDúD÷ÕGDL]DKHGLOPLúWLU.

-8o-KÕ] RUDQÕ 5]JkU WUELQL SHUIRUPDQV

DQDOL]LQGH |QHPOL ELU SDUDPHWUH RODQ Xo-KÕ] RUDQÕ NDQDW Xo KÕ]ÕQÕQ 9uç Ȧ5  U]JkU KÕ]ÕQD 9 RUDQÕGÕU8o-KÕ]RUDQÕ(úLWOLN  ¶GHYHULOPLú ROXS NDQDW \DUÕoDSÕna 5  NDQDW DoÕVDO KÕ]Õna Ȧ YH U]JkUKÕ]Õna 9 ED÷OÕGÕU ùHNLO .

/ /

V

V R V

l = =w

(1) 7HN NDQDWOÕ U]JkU WUELQOHULQGH NDQDWODU oRN KÕ]OÕ G|QG÷QGHQ Xo-KÕ] RUDQÕ Ȝ  -20 DUDVÕQGD\NHQoNDQDWOÕU]JkUWUELQOHULQGHXo-KÕ]RUDQÕ Ȝ -FLYDUÕQGDGÕr (Emniyetli, 2007).

ùHNLO5]JDU WUELQLNDQDWXo-KÕ] RUDQÕ

- Kanat aoÕVÕ 5]JkU WUELQL NDQDWODUÕ DHURIRLO RODUDN WDQÕPODQDQ |]HO NDQDW NHVLWOHULQGHQ ROXúPDNWDGÕU .DQDGÕQ NDQDW G|QGUPH SLWFK  PHNDQL]PDVÕ\OD NHQGL HNVHQL HWUDIÕQGD G|QGUOPHVL VRQXFXQGD DHURIRLO UHIHUDQV ekseniyle d|QPHHNVHQLDUDVÕQGDNDODQDoÕNDQDW DoÕVÕ ș RODUDNWDQÕPODQPDNWDGÕU%XDoÕNDQDW ER\XQFDELUDHURIRLOGHQGL÷HULQHGH÷LúPHNWHGLU .DQDW DoÕVÕ ș  YH KFXP DoÕVÕ Į  ùHNLO ¶GH J|VWHULOPLúWLU

(5)

Yatay eksenli U]JDUWUELQOHULQLQGLQDPLNGDYUDQÕúÕ-teorik bir model TG <NVHNKÕ]OÕ úDIW ĮR 'úNKÕ]OÕ úDIW ĮG TJ Kanatlar Sistem 1 Sistem 2 Ȧ IR IG 1 2 TS ȦG Șd I1 I2 I3 I4 TS TJ 'LúOL kutusu -HQHUDW|U TR i - *o NDWVD\ÕVÕ 5]JkU WUELQOHULQGH U]JkU

JFQQ KDQJL RUDQGD NDQDWODUD DNWDUÕOGÕ÷ÕQÕQ EHOLUOHQPHVL ROGXNoD |QHPOLGLU *o NDWVD\ÕVÕ (CP  HQ JHQHO DQODPGD NDQDWODUÕQ U]JkUGDQ HOGH HWWL÷L JFQ 1R  U]JkU JFQH 1  RUDQÕ úHNOLQGHWDQÕPODQPDNWDROXS

2 3

/ / (0.5 )

P R R

C =N N=N r pR V (2)

úHNOLQGH LIDGH HGLOPHNWHGLU %XUDGD 9 U]JkU KÕ]Õ ȡ KDYDQÕQ \R÷XQOX÷X 5 NDQDW \DUÕoDSÕ olarak verilmektedir. 0DNVLPXP Jo NDWVD\ÕVÕ aerodinamik olarak lineer momentum teorisine J|UHEHW]Oimitini(Cpmaks  DúDPDPDNWDGÕU 0RGHUQ \DWD\ HNVHQOL U]JDU WUELQOHULQGH LVH NDQDW Xo ND\ÕSODUÕ NDQDW SURILO ND\ÕSODUÕ YE ND\ÕSODU GLNNDWH DOÕQGÕ÷ÕQGD PDNVLPXP Jo NDWVD\ÕVÕ-0.45 DUDVÕQGDGÕU

5]JDU WUELQL WDVDUÕPÕQGD NXOODQÕODQ GL÷HU WDVDUÕP SDUDPHWUHOHUL HNVHQHO LQGNVL\RQ IDNW|U D  DoÕVDO LQGNVL\RQ IDNW|U D  WRUN NDWVD\ÕVÕ &Q), itki kDWVD\ÕVÕ &T  YH oHYULP RUDQÕ L 7DEOR¶GHWRSOXKDOGHYHULOPLúWLU

7DEOR5]JkUWUELQLWDVDUÕPSDUDPHWUHOHUL

Rüzgar türbini dinamik analiz-teorik

model

<DWD\ HNVHQOL o NDQDWOÕ ELU U]JkU WUELQLQGH WUELQHOHPDQODUÕQÕQWHPHOGLQDPLNGDYUDQÕúODUÕ LoLQHQHUMLG|QúPOHULHVDVDOÕQDUDNùHNLO¶GH úHPDWLN RODUDN J|VWHULOGL÷L JLEL WHRULN \HQL ELU PRGHO ROXúWXUXOPXúWXU 2OXúWXUXODQ WHRULN PRGHOGH U]JDU WUELni temel olarak; kanatlar, GúN KÕ]OÕ úDIW GLúOL NXWXVX \NVHN KÕ]OÕ úDIW YH MHQHUDW|UGHQ ROXúPDNWDGÕU 7HRULN PRGHOGH NXOODQÕODQ GLúOL NXWXVX L oHYULP RUDQÕQGD VLOLQGLULN G] DOÕQ GLúOLOHUGHQ ROXúPDNWDGÕU $\UÕFD VLVWHPGH VLQFDS NDIHVOL DVHQNURQ ELU jeQHUDW|U NXOODQÕOPÕúWÕU 6LVWHPGH GúN YH \NVHN KÕ]OÕ úDIWODUÕQ WUDQVPLV\RQ PLOOHULQLQ  NWOHOHULQGHQ GROD\Õ ROXúDQ NWOHVHO DWDOHW momenti (I1 ve I4  YH GLúOLOHULQ NWOHVHO DWDOHW momenti (I2 ve I3  NDQDWODUÕQ NWOHVHO DWDOHW momentine (IR  J|UH oRN NüoN ROGX÷XQGDQ LKPDOHGLOPLúWLU ùHQHOYH.Ro 

ùHNLO5]JkUWUELQLWHRULNPRGHOL

5]JDU WUELQL WDVDUÕPÕQGD U]JDU KÕ]ÕQGDQ HQ YHULPOL úHNLOGH \DUDUODQÕS HOHNWULN HQHUMLVL HOGH HGHELOPHN LoLQ WUELQ WHPHO HOHPDQODUÕQÕQ VHoLOPHVL ER\XWODQGÕUÕOPDVÕ JHUHNOL Jo YH PRPHQWKHVDSODUÕQÕQ\DSÕOPDVÕJHUHNPHNWHGLU -5]JDUWUELQkDQDWODUÕQGDoOXúDQmoment:

5]JDU WUELQOHULQGH PRPHQW YH Jo LOHWLPL

NDQDWODUGD EDúODPDNWDGÕU .DQDWODUGD ROXúDQ PRPHQW IDUNOÕ \DNODúÕPODUOD EHOLUOHQHELO-mektedir. Kanat eleman teorisine dayanarak U]JDUÕQ HWNLVL\OH NDQDWODUGD ROXúDQ PRPHQW (TR1);

ܶோଵൌ ͲǤͷߩߨܴଷܸଶܥொ (3)

Parametre )RUPO $oÕNODPD

Eksenel LQGNVL\RQ IDNW|U 2 (V V) a V -=

Lineer momentum teorisine GD\DQPDNWDGÕU 9.DQDWODUÕQ\HWHULQFH |QQGHNLU]JDUKÕ]Õ V2: KanatODUÕQ hemen |QQGHNLU]JDUKÕ]Õ $oÕVDO LQGNVL\RQ IDNW|U ' 2 a w W = '|QHQdLVNLoLn momentum teorisiQHGD\DQPDNWDGÕU ȍYHȦ5]JDUÕQYH NDQDGÕQG|QúKÕ]Õ Tork NDWVD\ÕVÕ CQ=CP/l *oNDWVD\ÕVÕQÕQXo-KÕ]RUDQÕQDRUDQÕGÕU øWNL NDWVD\ÕVÕ / T Q C =C R 7RUNNDWVD\ÕVÕQÕQNDQDW \DUÕoDSÕQDRUDQÕGÕU dHYULP RUDQÕ G G R i w a w a = =  i>1 ȦYHȦG'úNYH\NVHN KÕ]OÕúDIWÕQDoÕVDOKÕ]Õ ĮR YHĮG'úNYH\NVHN KÕ]OÕúDIWÕQDoÕVDOLYPHVL

(6)

74

úHNOLQGHGLU%XUDGD9U]JDUKÕ]Õ PV 5NDQDW \DUÕoDSÕ P ȡKDYD\R÷XQOX÷X NJP3), C

Q tork NDWVD\ÕVÕGÕU 5]JkUÕQ HWNLVL\OH NDQDWODUGD ROXúDQPRPHQW ER\XWVX]ODúWÕUÕOÕUVD

ܶതோଵൌ ͲǤͷߨܥ௉Ȁߣ (4)

úHNOLQGHHOGHHGLOLU%XUDGD

ܶതோଵൌ ܶோଵȀሺߩܸଶܴଷሻ (5)

úHNOLQGH WDQÕPODQDQ ER\XWVX] U]JDU HWNLVL\OH NDQDWODUGD ROXúDQ PRPHQW ROXS ER\XWOX SDUDPHWUHOHU ȡ 9 YH 5¶\H ED÷OÕGÕU %R\XWVX] moment ifadesi, CP YHȜ¶\DED÷OÕRODUDNELUGHID WHVSLW HGLOGLNWHQ VRQUD (úLWOLN   NXOODQÕODUDN GH÷LúLN KDYD \R÷XQOX÷X U]JDU KÕ]Õ YH NDQDW \DUÕoDSÕQGD JHQLú ELU DUDOÕNWD ER\XWOX PRPHQW (TR1) belirlenebilmektedir.

'|QHQGLVNLoLQPomentum teorisine dayanarak Ȝ Ȧ59 WDQÕPÕ NXOODQÕOÕS U]JDUÕQ HWNLVL\OH NDQDWODUGDROXúDQPRPHQW 7R2);

ܶோଶൌ ƒᇱሺͳ െ ƒሻߩܸܴ߱ସߨ (6)

úHNOLQGHGLU %XUDGD D HNVHQHO LQGNVL\RQ IDNW|U D DoÕVDO LQGNVL\RQ IDNW|U ROXS boyutsuz moment; ܶതோଶൌ ƒᇱሺͳ െ ƒሻߣߨ (7) RODUDNWDQÕPODQPÕúWÕU%XUDGD ܶതோଶൌ ܶோଶȀሺߩܸଶܴଷሻ (8) úHNOLQGHLIDGHHGLOHQERyutsuz momenttir. - 5]JDUtUELQLjHQHUDW|Umomenti:

5]JDU WUELQ WHRULN PRGHOLQGH VLVWHP  LoLQ NXOODQÕODQ WHPHO SDUDPHWUHOHU VÕUDVÕ\OD 7R U]JkUÕQ HWNLVL\OH NDQDWODUGD ROXúDQ PRPHQW (Nm), TS GLúOL NXWXVX JLULú PRPHQWL 1P  ,R NDQDWODUÕQ NWOHVHO DWDOHW PRPHQWL NJP2  Ȧ NDQDWODUÕQDoÕVDOKÕ]Õ UDGV ĮR NDQDWODUÕQDoÕVDO ivmesi (rad/s2  Ș

d GLúOL YHULPL úHNOLQGHGLU 6LVWHPLoLQPRPHQWHúLWOL÷L

ܶோെ ܶௌൌ ܫோߙோ (9)

úHNOLQGH EXOXQXU6LVWHPLoLQNXOODQÕODQWHPHO SDUDPHWUHOHU VÕUDVÕ\OD 7J GLúOL NXWXVX oÕNÕú momenti (Nm), TG MHQHUDW|UPRPHQWL 1P ,G MHQHUDW|UQ NWOHVHO DWDOHW PRPHQWL NJP2), I

Hú NWOHVHO HúGH÷HU DWDOHW PRPHQWL NJP2  Ȧ

G \NVHNKÕ]OÕúDIWÕQDoÕVDOKÕ]Õ UDGV ĮG \NVHN KÕ]OÕ úDIWÕQ DoÕVDO LYPHVL UDGV2  úHNOLQGHGLU 6LVWHPLoLQPRPHQWHúLWOL÷L

ܶ௃െ ܶீൌ ܫீߙீ (10)

úHNOLQGH EHOLUOHQPLúWLU 'LúOL YHULPL Șd) ve oHYULPRUDQÕQD L ED÷OÕRODUDNGLúOLNXWXVXJLULú momenti (TS  YH GLúOL NXWXVX oÕNÕú YH\D MHQHUDW|UJLULúPRPHQWL 7J DUDVÕQGDNLLOLúNL ܶ௃ൌ ܶௌߟௗȀ݅ (11)

6LVWHP  YH VLVWHP  ELUOLNWH GH÷HUOHQGLULOLS moment tek mile indirgenirse MHQHUDW|UPRPHQWL (TG); ܶீൌ ܶோߟௗȀ݅ െ ܫ௘çߙீ (12) úHNOLQGHHOGHHGLOLU(úLWOLNWH\HUDODQ,Hú; ܫ௘çൌ ܫோߟௗȀ݅ଶ൅ ܫீ (13) VLVWHPLQNWOHVHOHúGH÷HUDWDOHWPRPHQWLRODUDN WDQÕPODQPDNWDGÕU%XUDGD,R NDQDWODUÕQNWOHVHO atalet momenti (kgm2), IG MHQHUDW|UQ NWOHVHO atalet momenti (kgm2 LoHYULPRUDQÕȘ

d GLúOL YHULPLúHNOLQGHLIDGHHGLOPHNWHGLU

'LúOL YHULPL Șd  GLúOL NXWXVX oÕNÕúÕQGDNL HQHUMLQLQ GLúOL NXWXVX JLULúLQGHNL HQHUML\H RUDQÕ RODUDN WDQÕPODQDELOPHNWHGLU %X GXUXPGD GLúOL verimi;

ߟௗൌ ሺͲǤͷܫீ߱ீଶሻȀሺͲǤͷܫோ߱ଶሻ ൌ ܫீ݅ଶȀܫோ

(14) úHNOLQGHEHOLUOHQPHNWHGLU .DQDWODUNWOHVLnden GROD\Õ ܫோൌ ݉ோܴ௘çଶ E\NO÷QGH ELU NWOHVHO

atalet momentine (IR  VDKLSWLU 7HN ELU NDQDGÕQ NWOHVLmR' RODUDNDOÕQGÕ÷ÕQGDNDQDWODUÕQWRSODP

NWOHVL ݉ோൌ ͵݉ோᇱ ROPDNWDGÕU .DQDWODUÕQ

JHRPHWULN \DSÕVÕQGDQ GROD\Õ NDQDWODU J|EH÷H \DNÕQ E|OJHOHUGH GDKD NDOÕQ NHVLWOLGLU %X QHGHQOH NDQDW D÷ÕUOÕN PHUNH]LQLQ J|EH÷H RODQ X]DNOÕ÷Õ RHú  NDQDW \DUÕoDSÕQÕQ \DNODúÕN oWH

(7)

Yatay eksenli U]JDUWUELQOHULQLQGLQDPLNGDYUDQÕúÕ-teorik bir model

biri (R/3) olarak kabul edilmektedir (Morren vd., 2006) %X GXUXPGD NDQDWODUÕQ NWOHVHO atalet momenti (IR);

ܫோൌ ݉ோܴ௘çଶ ൌ ሺ݉ோܴଶሻȀͻ (15)

RODUDN EXOXQPDNWDGÕU %XUDGD PR NDQDWODUÕQ WRSODPNWOHVLGLU NJ ,R NDUúÕOÕ÷Õ (úLWOLN   NXOODQÕODUDN VLVWHPLQ NWOHVHO HúGH÷HU DWDOHW momenti (IHú) ifadesi;

ܫ௘çൌ ሺʹ݉ோܴଶߟௗሻȀሺͻ݅ଶሻ (16)

úHNOLQGH\HQLGHQG]HQOHQHELOPHNWHGLU%XHOGH HGLOHQ E\NONOHU ,R, IG, IHú Șd) ve moment HúLWOLNOHUL 7R1, TR2ୖభǡ ୖమ  NXOODQÕODUDN IDUNOÕ

\DNODúÕPODUOD MHQHUDW|U PRPHQWL 7G) bulunabilmektedir.

-HQHUDW|U PRPHQWL JHQHO LIDGHVLQGH (úLWOLN (12)), TR1 ve IHú LIDGHVL NXOODQÕOÕUVD MHQHUDW|U momenti (TG1); ܶீଵൌܴ ଶߟ ௗ ͳͺ݅ ൬ͻߩߨܴܸଶܥொെ Ͷ݉ோߙீ ݅ ൰ሺͳ͹ሻ úHNOLQGHEXOXQPDNWDGÕU%XLIDGH\DUGÕPÕ\OD&Q WRUN NDWVD\ÕVÕ L GLúOL oHYULP RUDQÕ ĮG \NVHN KÕ]OÕúDIWÕQDoÕVDOLYPHVLȘd GLúOLYHULPL5NDQDW \DUÕoDSÕ YH 9 U]JDU KÕ]Õ FLQVLQGHQ ER\XWOX RODUDNMHQHUDW|UPRPHQWLKHVDSODQDELOPHNWHGLU -HQHUDW|U PRPHQWLQL 7G) ER\XWVX]ODúWÕUPDN DPDFÕ\OD NXOODQÕODQ \NVHN KÕ]OÕ úDIW DoÕVDO LYPHVLQLQ ĮG  NDQDWODUÕQ WRSODP NWOHVLQLQ (mR  NDQDW \DUÕoDSÕQÕQ 5  \NVHN KÕ]OÕ úDIW DoÕVDOKÕ]ÕQÕQ ȦG YHHúGH÷HUDWDOHWPRPHQWLQLQ (IHú) boyutsuz ifadeleri; ߙതீൌ ߙீܴଶȀܸଶ (18) ݉ഥோൌ ݉ோȀߩܴଷ (19) ܴത ൌ ߩܸଶܴȀሺ݉ ோߙீሻ (20) ߱ഥீൌ ߱ீܴȀܸ (21) ܫҧ௘çൌ ܫ௘çȀሺ݉ோܴଶሻ (22) 

úHNOLQGH WDQÕPODQPDNWDGÕU -HQHUDW|U PRPHQWL JHQHO LIDGHVL (úLWOLN   HVDV DOÕQDUDN T , R1

eú I , Į ve G m LIDGHOHUL GH÷HUOHQGLULOGL÷LQGHR ER\XWVX]MHQHUDW|UPRPHQWL (T ); G1 ܶതீଵൌ ܶതோଵߟௗȀሺ݅݉ഥோሻ െ ܫҧ௘çߙതீ (23) úHNOLQGHEXOXQXST NDUúÕOÕ÷Õ\HUOHúWLULOLUVH R1 ܶതீଵൌ ܥ௉ߨߟௗȀሺʹߣ݅݉ഥோሻ െ ܫҧ௘çߙതீ (24) úHNOLQGH EHOLUOHQPLúWLU%XUDGD ܶതீଵൌ ܶீଵȀ݉ோܸଶ (25)

úHNOLQGH WDQÕPODQDQ ER\XWVX] MHQHUDW|U momentidir.

-HQHUDW|U PRPHQWL JHQHO LIDGHVLQGH (úLWOLN (12)), TR2 ve IHú NDUúÕOÕNODUÕ NXOODQÕOÕS JHUHNOL G]HQOHPHOHU\DSÕOÕUVDMHQHUDW|UPRPHQWL (TG2);  ܶீଶൌ ܴଶߟ ௗ ݅ ൬ƒᇱሺͳ െƒሻߩܸܴ߱ଶߨ െ ʹ݉ோߙீ ͻ݅ ൰ሺʹ͸ሻ úHNOLQGHHOGHHGLOLU%XLIDGH\DUGÕPÕ\ODȘd GLúOL YHULPL L oHYULP RUDQÕ 5 NDQDW \DUÕoDSÕ ĮG \NVHNKÕ]OÕúDIWÕQDoÕVDOLYPHVL9U]JDU KÕ]Õ Ȧ NDQDW G|Qú KÕ]Õ ȡ KDYD \R÷XQOX÷X PR NDQDWODUÕQ WRSODP NWOHVL D HNVHQHO LQGNVL\RQ IDNW|U D DoÕVDO LQGNVL\RQ IDNW|U FLQVLQGHQ MHQHUDW|U PRPHQWL ER\XWOX RODUDN hesaplanabilmektedir.

-HQHUDW|U PRPHQWL JHQHO LIDGHVL (úLWOLN   HVDV DOÕnarak T , R2 I , eú Į ve G m ifadeleri R

GH÷HUOHQGLULOGL÷LQGH ER\XWVX] MHQHUDW|U momenti (T ); G2 ܶതீଶൌ ܶതோଶߟௗȀሺ݅݉ഥோሻ െ ܫҧ௘çߙതீ (27) úHNOLQGHEXOXQXST NDUúÕOÕ÷Õ\HUOHúWLULOLUVHR2 ܶതீଶൌƒ ᇱሺͳ െ ƒሻߣߨߟ ௗ ݅݉ഥோ െ ܫҧ௘çߙതீሺʹͺሻ úHNOLQH G|QúU%XUDGD ܶതீଶൌ ܶீଶȀሺ݉ோܸଶሻ (29)

úHNOLQGH LIDGH HGLOHQ ER\XWVX] MHQHUDW|U momentidir.

(8)

-5]JkU WUELQOHULQGH NDQDWODU WDUDIÕndan U]JDUGDQHOGHHGLOHQJo

5]JDUWUELQOHULQGHNDQDWODUGDROXúDQPRPHQW (TR1  YH DoÕVDO KÕ] Ȧ  GH÷HUOHQGLULOHUHN NDQDWODUD LOHWLOHQ Jo NROD\OÕNOD EHOLUOHQH-bilmektedir. Bu durumda NDQDWODU WDUDIÕQGDQ rüzgardan elde edilen güç (NR1);

ܰோଵൌ ܶோଵൈ ߱ ൌ ͲǤͷߩߨܴଶܸଷܥ௉ (30)

olarak bulunabilmektedir. Bu ifadeden, R kanat \DUÕoDSÕ 9 U]JDU KÕ]Õ YH &P Jo NDWVD\ÕVÕQÕQ NDQDWODU WDUDIÕQGDQ U]JDUGDQ HOGH edilen gücü EHOLUOH\HQ WHPHO SDUDPHWUHOHU ROGX÷X J|UOPHNWHGLU 1R1 LIDGHVL HVDV DOÕQDUDN NDQDWODU WDUDIÕQGDQ U]JkUGDQ HOGH HGLOHQ ER\XWVX]Jo (ۼഥ܀ ૚); ܰഥோଵൌ ͲǤͷܥ௉ߨ (31) úHNOLQGHEXOXQPXúWXU%XUDGD ܰഥோଵൌ ܰோଵȀሺߩܸଷܴଶሻ (32)

úHNOLQGH WDQÕPODQDQ NDQDWODU WDUDIÕQGDQ U]JkUGDQHOGHHGLOHQER\XWVX]JoWU .DQDWODU WDUDIÕQGDQ U]JDUGDQ HOGH HGLOHQ moment (TR2  YH NDQDWODUÕQ G|Qú KÕ]Õ Ȧ  GH÷HUOHQGLULOLS JHUHNOL G]HQOHPHOHU \DSÕOGÕ÷ÕQGD NDQDWODU WDUDIÕQGDQ U]JDUGDQ HOGH HGLOHQ Jo (NR2);

ܰோଶൌ ܶோଶൈ ߱ ൌ ƒᇱሺͳ െ ƒሻߩܸ߱ଶܴସߨ (33)

úHNOLQGHEXOXQDELOPHNWHGLU%XLIDGH\DUGÕPÕ\OD GD D HNVHQHO LQGNVL\RQ IDNW|U D DoÕVDO LQGNVL\RQ IDNW|U 9 U]JDU KÕ]Õ Ȧ NDQDW G|Qú KÕ]Õ 5 NDQDW \DUÕoDSÕ JLEL WHPHO SDUDPHWUHOHU ELOLQGL÷LQGH NDQDWODUGDQ UHWLOHQ Jo ER\XWOX RODUDN EXOXQDELOPHNWHGLU 1R2 esas DOÕQDUDN NDQDWODU WDUDIÕQGDQ U]JkUGDQ HOGH HGLOHQER\XWVX]Jo ۼഥ܀ ૛); ܰഥோଶൌ ƒᇱሺͳ െ ƒሻߨ (34) RODUDNEHOLUOHQPLúWLU%XUDGD ܰഥோଶൌ ܰோଶȀሺߩܸ߱ଶܴସሻ (35)

úHNOLQGH LIDGH HGLOHQ NDQDWODU WDUDIÕQGDQ U]JkUGDQHOGHHGLOHQER\XWVX]JoWU -5]JDUWUELQOHULQGHMHQHUDW|UJF Jeneratör gücü (NG MHQHUDW|UPRPHQWLQLQ 7G) \NVHNKÕ]OÕúDIWÕQDoÕVDOKÕ]Õ\OD ȦG oDUSÕPÕQD HúLWWLU %XGXUXPGDMHQHUDW|UJF ܰீൌ ሺܶோߟௗ߱ீሻȀ݅ െ ܫ௘çߙீ߱ீ (36) úHNOLQLDOÕU%XUDGDȦG \NVHNKÕ]OÕúDIWÕQDoÕVDO KÕ]Õ UDGV ĮG \NVHNKÕ]OÕúDIWÕQDoÕVDOLYPHVL (rad/s2  úHNOLQGH LIDGH edilmektedir. T

R1 ve IHú NDUúÕOÕNODUÕ\D]ÕOGÕ÷ÕQGDMHQHUDW|UJF (NG1);  ܰீଵൌܴ ଶߟ ௗ߱ீ ͳͺ݅ ൬ͻߩߨܴܸଶܥொെ Ͷ݉ோߙீ ݅ ൰ሺ͵͹ሻ (úLWOLN   HVDV DOÕQÕSഥୖభ, ҧୣç, Ȧ ve R G LIDGHOHULGH÷HUOHQGLULOGL÷LQGHER\XWVX]MHQHUDW|U JF ۼഥ۵ ૚ሻǢ); ܰഥீଵൌ ൫ܶതோଵܴതߟௗȀ݅ െ ܫҧ௘ç൯߱ഥீ (38) úHNOLQGHEXOXQPXúROXSഥୖభ NDUúÕOÕ÷Õ\D]ÕOÕUVD ܰഥீଵൌ  ቀሺܥ௉ߨߟௗܴതሻȀሺʹߣ݅ሻ െ ܫҧ௘çቁ ߱ഥீ (39) úHNOLQGHHOGHHGLOLU%XUDGD ܰഥீଵൌ ܰீଵȀሺ݉ோܴܸߙீሻ (40)

úHNOLQGH LIDGH HGLOHQ ER\XWVX] MHQHUDW|U JFGU

Jeneratör gücü (NG2), benzer úHNLOGH |QFHGHQ HOGH HGLOHQ MHQHUDW|U PRPHQWL 7G2  YH \NVHN KÕ]OÕúDIWÕQDoÕVDOKÕ]Õ ȦG) oDUSÕODUDN; ܰீଶൌ ܴଶߟ ௗ߱ீ ݅ ൬ƒᇱሺͳ െƒሻߩܸܴ߱ଶߨ െ ʹ݉ோߙீ ͻ݅ ൰ ሺͶͳሻ

úHNOLQGH EXOXQXU (úLWOLN   HVDV DOÕQÕST , R1 eú

I , Ȧ ve G R LIDGHOHUL GH÷HUOHQGLULOGL÷LQGH

ER\XWVX]MHQHUDW|UJF (ۼഥ۵

૛ሻǢ);

(9)

Yatay eksenli U]JDUWUELQOHULQLQGLQDPLNGDYUDQÕúÕ-teorik bir model úHNOLQGHROXSഥୖమ NDUúÕOÕ÷Õ\D]ÕOÕUVD ܰഥீଶൌ ൫

ƒ

ᇱሺͳ െ

ƒ

ሻߣߨߟௗܴതȀ݅ െ ܫҧ௘ç൯߱ഥீ (43) úHNOLQGHHOGHHGLOLU%XUDGD ܰഥீଶൌ ܰீଶȀሺ݉ோܴܸߙீሻ (44) úHNOLQGHWDQÕPODQDQER\XWVX]MHQHUDW|UJFGU -5]JDUWUELQOHULQGHWUELQHWNLQOLNNDWVD\ÕVÕ 5]JDU JF 1¶GHQ KDQJL HWNLQOLNWH MHQHUDW|U JF 1G  HOGH HGLOHELOHFH÷LQL EHOLUOHPHN DPDFÕ\ODER\XWVX]WUELQHWNLQOLNNDWVD\ÕVÕ (Kt) WDQÕPODQDELOPHNWHGLU %X E|OPGH LNL IDUNOÕ WUELQHWNLQOLNNDWVD\ÕsÕJHOLúWLULOPLúWLU 5]JDU JF 1 ȡʌ52V3 ile N

G1 WUELQ MHQHUDW|U úDIWÕQGDNL Jo (úLWOLN   GH÷HUOHQGLULOHUHNWUELQHWNLQOLNNDWVD\ÕVÕ (Kt1); ܭ௧ଵൌܰܰீଵሺͶͷሻ

JoOHU RUDQÕQGDQ JHUHNOL G]HQOHPHOHU \DSÕODUDN

ܭ௧ଵൌ ൬ܴܥߣ௉െͻߩߨܸͶ݉ோߙଶீ݅൰ ൈ ቀ

ߟௗ߱ீ

ܸ݅ ቁሺͶ͸ሻ úHNOLQGH EHOLUOHQPLúWLU %XUDGD WUELQ HWNLQOLN NDWVD\ÕVÕ .t1) CP Ȝ ȡ 5 9 PR ĮG L Șd ve ȦG¶\H ED÷OÕ RODUDN GH÷LúPHNWHGLU %HQ]HU úHNLOGHU]JDUJF1 ȡʌ52V3 ile N

G2 WUELQ MHQHUDW|U úDIWÕQGDNL Jo (úLWOLN   GH÷HUOHQGLULOHUHNWUELQHWNLQOLNNDWVD\ÕVÕ (Kt2); ܭ௧ଶൌܰܰீଶሺͶ͹ሻ

JoOHU RUDQÕQGDQ JHUHNOL G]HQOHPHOHU \DSÕODUDN ܭ௧ଶൌ ൬ʹܽᇱሺͳ െ ܽሻߣܴ െ Ͷ݉ோߙீ ͻߩߨܸଶ݅൰ ൈ ቀ ߟௗ߱ீ ܸ݅ ቁሺͶͺሻ úHNOLQGHHOGHHGLOLU %X LIDGHGHQ D Dȡ Ȝ5 V, mR ĮG L Șd YH ȦG¶QLQ WUELQ HWNLQOLN NDWVD\ÕVÕQÕ EHOLUOH\HQ SDUDPHWUHOHU ROGX÷X J|UOPHNWHGLU

$UDúWÕUPDEXOJXODUÕ

%R\XWVX]SDUDPHWUHOHUOHWDVDUÕPoHúLWOLER\XWOX E\NONOHU NXOODQÕODUDN JHQLú ELU DUDOÕNWD oRN HVQHNELUWDVDUÕPLPNDQÕVD÷ODGÕ÷ÕQGDQER\XWOX E\NONOHU ER\XWVX]ODúWÕUÕOPÕúWÕU %X úHNLOGH EHOLUOLELUJHRPHWULNE\NONWHYH\DEHOLUOLELU birimde olan parametreler yerine boyutsuz SDUDPHWUHOHU HOGH HGLOHUHN DQDOL] NROD\OÕ÷Õ VD÷ODQPÕúWÕU

)DUNOÕ &P GH÷HUOHULQGH Ȝ¶GDNL GH÷LúLPLQ ER\XWVX] MHQHUDW|U JF ]HULQH RODQ HWNLVL DQDOL] HGLOPLúWLU ùHNLO   *o NDWVD\ÕVÕQGDNL DUWÕúÕQ ER\XWVX] MHQHUDW|U JFQ oRN D] DUWWÕUGÕ÷Õ  D\QÕ Jo NDWVD\ÕVÕQGD Xo-KÕ] RUDQÕQGDNLDUWÕúÕQLVHER\XWVX]MHQHUDW|UJFQ GúUG÷ EHOLUOHQPLúWLU CP  Ȝ  ROGX÷X durumda ഥ

భ  ROPDNWDGÕU PR=19500 kg,

5  P 9  PV ĮG=1 rad/s2 DOÕQGÕ÷ÕQGD (úLWOLN   NXOODQÕODUDN 1G1=2.01 MW olarak EXOXQPXúWXUmR59YHĮG GH÷LúWLULOHUHND\QÕ ER\XWVX] PRPHQWWH oRN GH÷LúLN ER\XWOX moment (NG1) tahmin edilebilmektedir. NG1¶LQ referans DOÕQDQ  0: Jo NDSDVLWHOL U]JDU WUELQL 5  P PR=19500 kg) nominal JFQHoRN\DNÕQROGX÷XEHOLUOHQPLúWLU$UDGDNL Jo IDUNÕQÕQ LVH MHQHUDW|UGHNL ND\ÕSWDQ ND\QDNODQGÕ÷Õ GúQOPHNWHGLU %X VHEHSOH QRPLQDO JoWH HOHNWULN HQHUMLVL UHWLPL LoLQ CP=0.42, Ȝ  ROPDVÕ WUELQ WDVDUÕPÕ DoÕVÕQGDQ X\JXQRODFD÷ÕGúQOPHNWHGLU

(10)

78

0 1 2 3 4 5 6 7 8 9 10 11 12 13 0,0 0,2 0,4 0,6 0,8 1,0 1,2 1,4 1,6 1,8 NG 1 z CP=0.42 CP=0.44 CP=0.46 Od=0.97 i=100                   1*  D D  D  D  D  D  L  z  ùHNLO)DUNOÕ&P GH÷HUOHULQGHȜ¶GDNLGH÷LúLPLQ ഥ ]HULQHRODQHWNLVL )DUNOÕDGH÷HUOHULQGHD¶GDNLGH÷LúLPLQboyutsuz MHQHUDW|U JF ]HULQH RODQ HWNLVL ùHNLO ¶GH YHULOPLúWLU D¶GDNL DUWÕúÕQ ER\XWVX] MHQHUDW|U JFQGúUG÷D¶GHNL DUWÕúÕQLVHER\XWVX] MHQHUDW|U JFQ DUWWÕUGÕ÷Õ EHOLUOHQPLúWLU D D ROGX÷XGH÷HUGHഥ

భ=ഥୋమ=0.174

ROPDNWDGÕU PR=19500 kg, R=39.5 m, V=15 PV ĮG=1 rad/s2 ROGX÷X GXUXPGD (úLWOLN   NXOODQÕODUDN 1G2  0: EXOXQPXúWXU $\QÕ boyutsuz momentte mR 5 9 YH ĮG GH÷LúWLULOHUHN oRN JHQLú ELU DUDOÕNWD ER\XWOX MHQHUDW|U JF GH÷LúLPL WDKPLQ edilebilmektedir. NG2¶QLQ GH EHQ]HU úHNLOGH UHIHUDQV DOÕQDQ WUELQ QRPLQDO JFQH  0:  oRN \DNÕQ ROGX÷X EHOLUOHQPLúWLU $UDGDNL Jo IDUNÕQÕQ LVH MHQHUDW|UGHNL ND\ÕSWDQ kaynaklDQGÕ÷ÕGúQOPHNWHGLU ùHNLO)DUNOÕDGH÷HUOHULQGHD¶GDNLGH÷LúLPLQ ഥ ]HULQHRODQHWNLVL ഥ

భ ve N  IDUNOÕ \DNODúÕPODUOD EHOLUOHQHQG2

MHQHUDW|U PLOLQGH ROXúDQ JoOHU ROXS ER\XWOX NDUúÕOÕNODUÕ 1G1=NG2=2.01 MW olarak tahmin HGLOPLúWLU-HQHUDW|UYHULPL Șg DOÕQGÕ÷ÕQGD HOHNWULNVHO Jo oÕNÕúODUÕ 1E1,2) NE1,2 Șg x NG1,2

HúLWOL÷LQGHQ ID\GDODQÕODUDN 1E1,2=1.97 MW

RODUDN KHVDSODQPÕúWÕU 5HIHUDQV DOÕQDQ U]JDU WUELQLQLQ PDNVLPXP HOHNWULNVHO Jo oÕNÕúÕ NE  0: ROGX÷XQGDQ 1E1,2 \DNODúÕN RODUDN

GR÷UXWDKPLQHGLOPLúWLU

7UELQ HWNLQOLN NDWVD\ÕVÕ U]JDU JFQQ QH RUDQGD MHQHUDW|UH LOHWLOGL÷LQL J|VWHUHQ ER\XWVX] ELUSDUDPHWUHGLU5]JDU WUELQWHRULNPRGHOLQH J|UH.t IDUNOÕSDUDPHWUHOHUHED÷OÕRODUDNGH÷LúLN \DNODúÕPODUOD .t1 ve Kt2 |QFHGHQEHOLUOHQPLú ROXS EX E|OPGH DQDOL] HGLOPLúWLU  gQFHOLNOH Kt1 (úLWOLN  HVDV DOÕQDUDN WUELQ HWNLQOLN NDWVD\ÕVÕDQDOL]HGLOPLúWLU*oNDWVD\ÕVÕ CP) ve U]JDUKÕ]ÕQGDNL 9 GH÷LúLPLQWUELQLQHWNLQOLN NDWVD\ÕVÕ .t1  ]HULQH RODQ HWNLVL ùHNLO ¶GH YHULOPLúWLU &P¶QLQ DUWPDVÕ\OD .t1¶LQ DUWWÕ÷Õ 9¶QLQ DUWPDVÕ\OD .t1¶LQ D]DOGÕ÷Õ WHVSLW HGLOPLúWLU %XUDGD \NVHN KÕ]OÕ úDIWÕQ DoÕVDO LYPHVL ĮG) 1 rad/s2 YH\NVHNKÕ]OÕúDIWÕQG|Qú KÕ]Õ QG GHYGDN ȦG UDGV DOÕQDUDN DQDOL]OHU JHUoHNOHúWLULOPLúWLU 9  PV CP  ROGX÷X GXUXPGD .t1  ROPDNWDGÕU V=10 m/s, CP  LoLQ .t1=0.36 olarak EHOLUOHQLSU]JDUJFQQ¶VÕQÕQMHQHUDW|UH LOHWLOGL÷LQLLIDGHHWPHNWHGLU ùHNLO)DUNOÕCP GH÷HUOHULQGH9¶GHNLGH÷LúLPLQ Kt1 ]HULQHRODQHWNLVL 10 11 12 13 14 15 0,18 0,20 0,22 0,24 0,26 0,28 0,30 0,32 0,34 0,36 0,38 0,40 0,42 z=7 R=40 m i=100 HG=1 rad/s2 Od=0.98 ŠG=157 rad/s mR=19500 kg ˆ=1,2 kg/m3 Kt1 V (m/s) CP=0,35 CP=0,40 CP=0,45 CP=0,50

(11)

Yatay eksenli U]JDUWUELQOHULQLQGLQDPLNGDYUDQÕúÕ-teorik bir model                    &3  z  9 PV L  H* UDGV  O G  Š* UDGV ˆ NJP .W P5 NJ 5 P 5 P 5 P 5 P 0,002 0,004 0,006 0,008 0,010 0,05 0,10 0,15 0,20 0,25 0,30 0,35 0,40 0,45 0,50 z  V=10 m/s R=40 m i=100 HG=1 rad/s 2 O d=0.98 ŠG=157 rad/s mR=19500 kg ˆ=1.2 kg/m3 Kt2 a' a=0.2 a=0.3 a=0.4 a=0.5

.DQDW \DUÕoDSÕ 5  YH NDQDWODUÕQ NWOHVLQGHNL (mR  GH÷LúLPLQ .t1¶H HWNLVL ùHNLO ¶GD YHULOPLúWLU 5¶QLQ  P  P  P YH  P ROGX÷X GH÷HUOHUGH PR¶QLQ -19500 kg DUDVÕQGDNLGH÷LúLPLGH÷HUOHQGLULOGL÷LQGH5¶GHNL DUWÕúÕQ .t1¶L DUWWÕUGÕ÷Õ PR¶GHNL DUWÕúÕQ LVH .t1¶L oRN D] GúUG÷ J|UOPúWU PR=10500 kg, 5 PROGX÷XQGD୲భ=0.37 iken; mR=19500 kg,

5 PROGX÷XQGD୲భ ¶HGúPúWU୲భ¶LQ

PDNVLPXP ROPDVÕ LoLQ mR¶QLQGúNYH5¶QLQ \NVHNROPDVÕLVWHQPHNWHGLU

ùHNLO)DUNOÕ5GH÷HUOHULQGHPR’deki GH÷LúLPLQ୲భ üzerine olan etkisi %HQ]HU úHNLOGH୲మ2 (úLWOLN   HVDV DOÕQDUDN

WUELQHWNLQOLNNDWVD\ÕVÕDQDOL]HGLOHELOPHNWHGLU (NVHQHO LQGNVL\RQ IDNW|U D  YH DoÕVDO LQGNVL\RQ IDNW|UQGHNL D  GH÷LúLPLQ୲మ¶\H HWNLVL DQDOL]HGLOPLúWLU ùHNLO D¶GDNL DUWÕúÕQ ୲మ¶\LGúUG÷D¶GHNLDUWÕúÕQ୲మ¶\LDUWWÕUGÕ÷Õ J|UOPúWU D  D  ROGX÷XQGD ୲మ  LNHQ D  D  ROGX÷XQGD ୲మ2 ¶HGúPúWU ùHNLO)DUNOÕDGH÷HUOHULQGHD¶GHNL GH÷LúLPLQ୲మ üzerine olan etkisi

'H÷LúLN NDQDW \DUÕoDSODUÕQGD 5  NDQDWODUÕQ NWOHVLQGHNL PR  GH÷LúLPLQ୲మ¶\H HWNLVL ùHNLO

¶GH J|VWHULOPLúWLU 5¶QLQ DUWPDVÕ\OD୲మ¶QLQ

DUWWÕ÷ÕPR¶QLQDUWPDVÕ\OD୲మ¶QLQoRND]D]DOGÕ÷Õ

EHOLUOHQPLúWLU 5  P PR=19500 kg DOÕQGÕ÷ÕQGD୲మ=0.25 iken; R=40 m, mR=19500 NJDOÕQGÕ÷ÕQGD୲మ2 ROPDNWDGÕU0DNVLPXP ୲మ2 LoLQ5!PROPDOÕYHPR LVHRODELOGL÷LQFH GúNROPDOÕGÕU ùHNLOR ve mR¶GHNLGH÷LúLPLQ୲మ

üzerine olan etkisi

.DQDWODUÕQ NWOHVLQLQ mR) 15000-19500 kg

DUDVÕQGDNL GH÷LúLPLQLQ୲మ1 ve ୲మ ]HULQH RODQ

HWNLVL LQFHOHQGL÷LQGH mR¶QLQ DUWPDVÕ\OD Kt¶QLQ D]DOGÕ÷Õ J|UOPúWU PR  NJ LoLQ

୲భ1=0.358, ୲మ=0.352 iken; mR  NJ LoLQ

୲భ1=0.352, ୲మ=0.344 ROPDNWDGÕU. Referans

DOÕQDQ U]JDU WUELQL WHPHO E\NONOHUL (mR=19500 kg, R PL  LoLQ୲మ1=0.38, ୲మ RODUDNEXOXQPXúWXU%XGXUXPU]JDU JFQQ 37-¶LQLQ MHQHUDW|UH LOHWLOHELOGL÷LQL J|VWHUPHNWHGLU

Sonuçlar

<DSÕODQ DQDOL]OHU QHWLFHVLQGH DúD÷ÕGDNL VRQXoODUDXODúÕOPÕúWÕU

x Teorik modelH J|UH; go NDWVD\ÕVÕQGDNL DUWÕúÕQ MHQHUDW|U JFQ oRN D] DUWWÕUGÕ÷Õ D\QÕ Jo NDWVD\ÕVÕQGD Xo-KÕ] RUDQÕQGDNL DUWÕúÕQ LVH MHQHUDW|U JFQ GúUG÷ EHOLUOHQPLúWLU $\UÕFD HNVHQHO LQGNVL\RQ IDNW|UQGHNL DUWÕúÕQ ER\XWVX] MHQHUDW|U JFQ GúUG÷ DoÕVDO LQGNVL\RQ IDNW|UQGHNL DUWÕúÕQ LVH boyutsuz jeneUDW|U JFQDUWWÕUGÕ÷ÕEHOLUOHQPLúWLU                    D  D  z  9 PV L  H* UDGV  OG  Š* UDGV ˆ NJP 5 P 5 P 5 P 5 P .W P5 NJ

(12)

80

m

m

M. C. ùenel, E. Koç x 5HIHUDQV DOÕQDQ U]JDU WUELQi temel

E\NONOHUL PR=19500 kg, R=39.5 m,

L   LoLQ ୲మ1=0.38, ୲మ=0.37 olarak

EHOLUOHQPLúWLU .t GH÷HUOHUL OLWHUDWUGHNL &P

GH÷HUOHUL\OH NDUúÕODúWÕUÕOGÕ÷ÕQGD (CP

=0.40-0.45); Kt¶QLQ &P¶GHQ NoN ROGX÷X

EHOLUOHQPLúWLU %X \]GHQ .t GH÷HUOHULQLQ

PDQWÕNOÕ ROGX÷X NDQÕVÕQD YDUÕOPÕúWÕU

*HOLúWLULOHQPRGHOLQWUELQWDVDUÕPÕLoLQHVDV DOÕQDELOHFH÷L oRN LGGLDOÕ ROPDNOD ELUOLNWH U]JDU WUELQ WHPHO E\NONOHULQLQ WDKPLQ HGLOPHVL DoÕVÕQGDQ JHUoH÷H \DNÕQ ELU \DNODúÕP J|VWHUPHNWHGLU %X QHGHQOH WHRULN PRGHO WDVDUÕP LoLQ NXOODQÕODELOHFHN ELU model olarak tavsiye edilmektedir.

Semboller

i dHYULPRUDQÕ Șd 'LúOLYHULPL CP : *oNDWVD\ÕVÕ ȡ : Hava \R÷XQOX÷X (kg m-3) NJ : -HQHUDW|UJLULúJF :DWW TJ : JeneraW|UJLULúPRPHQWL 1P NG : -HQHUDW|UJF :DWW TG : Jeneratör momenti (Nm) Șg : Jeneratör verimi IG -HQHUDW|UQNWOHVHODWDOHWPRPHQWL NJP2) R : .DQDW\DUÕoDSÕ P TR : .DQDWODUGDROXúDQPRPHQW 1P TS : Kanatlardan DQDúDIWDDNWDUÕODQPRPHQW 1P Ȧ : .DQDWODUÕQDoÕVDOKÕ]Õ UDGs-1)

ĮR : .DQDWODUÕQDoÕVal ivmesi (rad s-2)

V2 .DQDWODUÕQKHPHQ|QQGHNLU]JDUKÕ]Õ PV-1) IR .DQDWODUÕQNWOHVHODWDOHWPRPHQWL NJP2) mR : .DQDWODUÕQNWOHVL NJ VXo .DQDWODUÕQXoKÕ]Õ PV-1) NR : .DQDWODUWDUDIÕQGDQHOGHHGLOHQJo :DWW IHú : .WOHVHOHúGH÷HUDWDOHWPRPHQWL NJP2) N : 5]JDUJF :DWW V : 5]JkUKÕ]Õ Ps-1) NE 5]JDUWUELQLHOHNWULNVHOJooÕNÕúÕ :DWW) Kt : 7UELQHWNLQOLNNDWVD\ÕVÕ Ȝ : Uç-KÕ]RUDQÕ ȦG : YükseNKÕ]OÕúDIWÕQDoÕVDOKÕ]Õ UDGs-1) ĮG : Yüksek KÕ]OÕúDIWÕQDoÕVDOLYPHVL rad s-2)

7HúHNNU

%X oDOÕúPD 2QGRNX] 0D\ÕV hQLYHUVLWHVL 3<208+¶ nolu proje ile destek-OHQPLúWLU.

Kaynaklar

$WD 5 YH dHWLQ 16    N: RWRQRP ELU U]JDU WUELQL NXUXOXPX YH HQHUML HOGHVL Gazi

hQLYHUVLWHVL 0KHQGLVOLN-0LPDUOÕN )DNOWH Dergisi, 23, 1, 41-47.

(PQL\HWOL *   (YVHO HOHNWULN LKWL\DFÕQÕQ NDUúÕODQPDVÕ LoLQ U]JDU WUELQL WDVDUÕPÕ Yüksek

Lisans Tezi 7UDN\D hQLYHUVLWHVL )HQ %LOLPOHUL

(QVWLWV(GLUQH

Gregg, J. R., Trendrup ve J. J., Treuren, K.W.V., (2010). Developing a wind turbine design procedure with experimental vertification, 2010

ECTC Proceedings ASME Early Career Technical Conference, Tulsa.

Huiying, C., Datong, Q. M. Z., Haitao, D., Yonggang, D. ve Wei, L., (2009). Research on

evaluating of wind turbine drive train systems, Association of the Electricity Supply Industry of East Asia and Western Pacific CEO.

.Ro(YHùHQHO0&  <DWD\HNVHQOLU]JDU WUELQOHULPHNDQLNWDVDUÕPHVDVODUÕYHSHUIRUPDQV DUDúWÕUPDVÕ Anadolu Enerji Sempozyumu, 610-(OD]Õ÷

Morren, J., Pierik, J. ve Haan, S. W. H., (2006) .

Inertial response of variable speed wind turbines, Electric Power Systems Research, 76, 980-987.

g]WUN ø YH dHOLN $ (2006). 'Q\D¶GD YH 7UNL\H¶GH U]JDU Hnerjisi NXOODQÕP Gurumu ve gHOHFH÷H\|QHOLNEeklentiler, Atatürk Üniversitesi

Ziraat FakOWHVL'HUJLVL, 37, 2, 267-274.

ùHQHO 0 & (2012). 5]JDU WUELQOHULQGH Jo iletim PHNDQL]PDODUÕQÕQWDVDUÕPHVDVODUÕ-dinamik dDYUDQÕú <NVHN /LVDQV 7H]L 2QGRNX] 0D\ÕV hQLYHUVLWHVL Fen BilimOHUL(QVWLWV6DPVun. ùHQHO 0 & ve .Ro ( (2013). 5]JDU tUELQOHUL

dinamik dDYUDQÕú analizi-teorik boyutsuz bir model, 2. Anadolu Enerji Sempozyumu, 301-313, 'L\DUEDNÕU

Referanslar

Benzer Belgeler

Daha soma intraarteriyal (ia) veya intravenoz (iv) yolla verilen kontrast madde somasl goriintiiler elde edilir (~ekil : I-B).iki goriintii arasm- daki fark ahmr ki bu da

a- Giyim Eşyaları: Mustafa Ağa’nın sakin olduğu odada kişisel kullanıma yönelik olarak düşünülebilecek ve toplam değeri 539 kuruş olan yirmi dokuz mitilli uçkur, yirmi

The adsorbent in the glass tube is called the stationary phase, while the solution containing mixture of the compounds poured into the column for separation is called

Oktay Belli ve ekibinin A~a~~~ ve Yukar~~ Anzaf kalelerinde yürütmekte oldu~u kaz~~ çal~~malar~n~n bir grup bulgusuna dayanarak haz~ rlanan Anzaf Kaleleri ve Urartu Tanr~lar,

Amacın yalnızca tartışmak olduğu bu yazıda, bilimsel bir disiplin olarak kütüphaneciliğin iki boyutu olan teknik boyut ile düşünsel boyut üzerinde durularak, teknik

O halde, tabak tasarımı ve sunumu aşamasında yemeğe ilişkin görsel özelliklerin yiyecek korkusu oluşturmayacak şekilde hazırlanması (yiyeceğin olduğundan farklı

We also discuss the application of SMMC to describe the microscopic emergence of collectivity in heavy rare-earth nuclei and present results for the collective enhancement factors

Şekil 4.31 Numune 6 parlatma sonrası optik mikroskop kesit görüntüleri 50X.. Şekil 4.32 Numune 6 parlatma sonrası