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Kezer çayı’nın hidroelektrik enerji potansiyelinin değerlendirilmesi

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mühendislikdergisi

Cilt: 3-9

Dicle Üniversitesi Mühendislik Fakültesi

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Kezer River hydroelectric energy

potential evaluation

Extended abstract

Energy plays a vital role in the socio-economic development and in raising the standard of living. Turkey is a rapidly growing country where both its population and economy are expanding each year, resulting in a corresponding increase in its energy demand. This increasing demand has to be met to keep a sustainable development in the economy and to raise the living conditions of the people. Although Turkey has many energy sources, it is a big energy importer. Turkey has a lot of potential to supply its own energy, which could be harnessed in order to avoid this energy dependency.

Small, mini and micro-hydro plants (usually defined as plants less than 10 MW, 2 MW and 100 kW, respectively) play a key role in many countries for rural electrification. Small scale K\GUR LV PDLQO\ µUXQ RI ULYHU¶ VR GRHV QRW involve the construction of large dams and reservoirs. Therefore there have been minimal and ignorable environmental problems with small scaled hydro plants in comparison with those of HEPs with large dams. In medium head (5m< head< 15 m) or high head (head >15 m) installations, water is carried to the forebay by a small canal. Low head installations (head <5m) generally involve water entering the turbine almost directly from the weir. Small hydro technology is extremely robust (systems can last for 50 years or more with little maintenance) and also has the capacity to make a more immediate impact on the replacement of fossil fuels because unlike other sources of renewable energy. It can generally produce some electricity on demand with no need for storage or backup systems. Turkey has a mountainous landscape with an average elevation of 1132 m that is about three

times higher than the European average. This topography favors the formation of high gradient mountain streams which are suitable locations for SHEP development.

Investments of Hydroelectric Power Plants have been grown up and our country has become like a construction site by entering into force of the law concerning the transfer of the right of water use in Turkey since 2001. This situation has increased the importance of planning and arousing interest of academic levels of Hydroelectric Power Plant. In this study, a concrete example of a not accumulated hydroelectric facility planning is discussed by aiming of consideration of Kezer River hydroelectric energy potential. In this context, first the importance of Hydroelectric Power Plants in Turkey's energy policy is mentioned. Topographic, geographic, social and cultural aspects of the project site are considered in material and methods section of the thesis that is subject to Kezer River drainage area, fed by the waters and the river attended. Benefiting from the records of the flow rate and flow gauging stations, flow duration curve was created and the water flow rate was found. Sediment pool, a transmission channel, penstock pipe by calculating the sum of local and frictional losses, net head found. Installed power and energy values of the total annual flow have been calculated using discharge, net head and turbine efficiency. Finally, in order to determine the capacity of the regulator spillway flood calculations were made with the help of regional flood frequency analysis method.

Keywords: Energy, Renewable energy, The Regulator (binding), hydroelectric power plants, Kezer River

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Tablo 3. $YUXSD¶GDKLGURHOHNWULNUHWLPL

hONHDGÕ Hidroelektrik kurulu güç (Mwh) Elektrik üretiminin yüzdesi Norveç 27.569 % 99.40 Fransa 25.200 % 15.00 øVSDQ\D 20.076 % 20.00 øVYHo 16.200 % 55.00 øWDO\D 15.267 % 18.40 øVYLoUH 13.240 % 57.90 Avusturya 11.700 % 70.40 Romanya 5.860 % 34.80 Ukrayna 4.732 % 06.70 Almanya 4.525 % 02.60 Portekiz 4.394 % 27.00 Yunanistan 3.080 % 09.60 Yugoslavya 2. 910 % 35.00 Bosna – Hersek 2.380 % 46.00 Finlandiya 2.340 % 21.50 Türkiye 12.494 % 25.21

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(11)

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5HJODW|U \HULQH WDúÕQDQ ND\ÕWODUGDQ LoPHVX\X LKWL\DFÕRODQP³VVXoÕNDUÕOPÕúWÕU%XQXQ sonucunda bulunan UHJODW|U \HUL JQON JLULú debileri, LúOHWPH oDOÕúPDODUÕQD HVDV RODQ VX temin oL]HOJHsL KD]ÕUODQPÕúWÕU 2OXúDQ \HQL JQON GHELOHU NXOODQÕODUDN GHEL Vreklilik H÷ULVLROXúWXUXOPXúWXU

Biriktirmesiz HES projelerinde kabul edilen JYHQLOLU GHEL ³]DPDQÕQ HQ D] ¶LQGH GHUH \DWD÷ÕQGD PHYFXW RODQ GHEL´ RODUDN WDULI edilmektedir %XWWDQUÕ   %XQXQLoLQ GHEL VUHNOLOLN H÷ULVLQGHQ ID\GDODQÕOÕU %X GH÷HULQ \NVHN ROPDVÕ KDY]DGD ND\QDN NDWÕOÕPODUÕQÕQ ID]OD ROGX÷X EXQD SDUDOHO RODUDN SURMHQLQ YHULPOLOL÷LQLQ \NVHN ROGX÷X RUWD\D oÕNPDNWDGÕU *YHQLOLU Jo ³EX GHEL LOH HOGH HGLOHQ Jo´ JYHQLOLU HQHUML LVH ³EX GHEL LOH HOGH HGLOHQ HQHUML´ RODUDN WDULIOHQPHNWHGLU *YHQLOLU ROPD\DQ HQHUML LVH VHNRQGHU HQHUML RODUDNDGODQGÕUÕOPDNWDGÕU

'HEL 6UHNOLOLN H÷ULVLQLQ ROXúWXUXOPDVÕ LoLQ UHJODW|U \HUL JQON RUWDODPD GHEL GH÷HUOHri E\NWHQNo÷HGR÷UXVÕUDODQGÕNWDQsonra, her bir GH÷HUGHQ YH\XNDUÕVÕQGDNDODQGH÷HUGHQNDo DGHW ROGX÷X \D]ÕOÕU 6RQUD EX VD\Õ WRSODP VD\Õ\D E|OQHUHN ]DPDQVDO \]GHVL EXOXQXU 'HEL LOH ]DPDQVDO \]GHOHULQ ROXúWXUGX÷X EX H÷UL 'HEL 6UHNOLOLN (÷ULVL '6( ¶GLU %D\D]ÕW ve ark. 2001). ùHNLO ¶GH '6( J|VWHULOPLúWLU '6(¶GHQ HOGH HGLOHQ VRQXFD J|UH ]DPDQÕQ ¶LQGH YDU RODQ GHEL . PñVQ¶GLU %X GHEL\OH NXUXODFDN VDQWUDOLQ WUELQ JF ILUP Jo UHWHELOHFH÷L HQHUML LVH ILUP HQHUML RODUDN kabul edilir. FiUP Jo YH ILUP HQHUML KHVDSODPDODUÕ QHW Gú EHOLUOHQGLNWHQ VRQUD verilecektir.

(12)

ùHNLO11. 5HJODW|U\HULGHELVUHNOLOLNH÷ULVL .XUXOX*o+HVDEÕ

3URMHQLQ NXUXOX JF GHEL YH Gú\H ED÷OÕ RODUDNDúD÷ÕGDEHOLUWLOHQHúLWOLNOH KHVDSODQPÕúWÕU 3 [4[+[Ș (2) Burada, P: Kurulu güç (Kwh), Q: Debi (m³/sn), H: Net Gú P , Ș: Türbin verimi dir.

%X HúLWOLNWH YHULOHQ QHW Gú\ bulmak için ilk |QFH \N ND\ÕSODUÕQÕ EXOPDN JHUHNLU <N ND\ÕSODUÕ VX\XQ oHYLUPH \DSÕVÕQGDQ VRQUD WUELQHJLULQFH\HNDGDUo|NHOWPHKDYX]XLOHWLP NDQDOÕ FHEUL ERUX YH GLUVHNOHUGH ROXúDQ ND\ÕSODUÕQ WRSODPÕGÕU 6ÕUDVÕ\OD o|NHOWPH havuzundaki yük kD\EÕ 0,40 m, iletim NDQDOÕQGDNL\NND\EÕ.28 m (8200x0.0004) ve FHEUL ERUXGDNL \N ND\EÕ Darcy- Weisbach ED÷ÕQWÕVÕ I' [ YðJ [/ NXOODQÕOÕUDN.46m RODUDN EXOXQPXúWXU 7RSODP \N ND\EÕ .22 m RODUDN KHVDSODQPÕúWÕU 1HW Gú EUW GúGHQ ND\ÕSODUÕQ GúPHVL\OH EXOXQPXúWXU %UW Gú 45 (577-  P RODUDN EXOXQPXú YH EX GH÷HUGHQ . P WRSODP \N ND\EÕ  oÕNDUÕOPDVÕ\ODQHWGú.PEXOXQPXúWXU .XUXOX Jo KHVDEÕQD WHNUDU G|QOHFHN ROXUVD tDVDUÕP GHELVL '6(¶GHQ ]DPDQÕQ ¶LQGH varolan debi VHoLOHUHN  P3/s DOÕQDFDNWÕU /LWHUDWUGH *YHQLOLU Jo KHVDEÕQGD NXUXOX güç için Q50 YH PDNVLPXP WDVDUÕP GHELVL 415

RODUDN YHULOPLúWLU %DúODQJÕo WDVDUÕP GHELVL ]DPDQÕQ -¶D NDUúÕ JHOHQ GH÷HU RODUDN DOÕQDELOHFH÷L LIDGH HGLOPHNWHGLU %DNÕú  

.XUXOX Jo 3  .ZK veya 13.25 MWmekanik (9.81 x 36 x 40.78 x 0.92) olarak KHVDSODQPÕúWÕU %XOXQDQ NXUXOX Jo WUELQ çevrimi ile elde edilen mekaniksel kurulu JoWU %X HQHUML\L JHQHUDW|UGH HOHNWULNVHO HQHUML\HoHYLUPHNLoLQJHQHUDW|U YHULPNDWVD\ÕVÕ RODQNDWVD\ÕVÕLOHoDUSDUDNHOHNWULNVHOJF KHVDSODQÕU %X GXUXPGD .XUXOX Jo  0:HOHNWULNRODFDNWÕU %HUNQ 

(QHUMLhUHWLPL+HVDSODUÕ

%LU \ÕOGDUHWLOHELOHFHNHQHUMLPLNWDUÕWUELQGHQ JHoHQ \ÕOOÕN VX KDFPL YH Gú\H ED÷OÕ olarak KHVDSODQÕU <ÕOOÕN VX KDFPL FDQVX\X oÕNDUÕOPÕú WP\ÕOODUÕQRUWDODPDVÕRODUDNDOÕQPÕúWÕU E = 2.32.10-3 [9[+QHW[Ș (3)

Burada, ( <ÕOOÕN UHWLOHQ QHW HQHUML PLNWDUÕ (kwh),V <ÕOOÕN WUELQOHQHQVXPLNWDUÕ P3), H: 1HW Gú PLNWDUÕ P  Ș: Türbin verimi dir. Toplam enerji 42.*:K\ÕO 2.32.10-3 x

489.12. 106 x 40.78 x 0.92) olarak

KHVDSODQPÕúWÕU )LUP HQHUML . *:K\ÕO (2.32.10-3 x 50.96. 106 x 40.78 x 0.92) olarak

KHVDSODQPÕúWÕU 6HNRQGHU HQHUML de 38.13 *:K\ÕO .57-4.44) RODUDNKHVDSODQPÕúWÕU

7UELQSHoLPL

7UELQVHoLPLQGHHQ|QHPOLNULWHUGúYHGHEL IDNW|UGU <NVHN GHELOHU YH GúN GúOHUGH .DSODQ WLSL WUELQOHU GúN GHEL YH \NVHN GúOHUGH SHOWRQ WLSL WUELQOHU RUWD GHUHFHGH debi ve orta GúOHUGH )UDQFLV WLSL WUELQOHU 0,00 50,00 100,00 150,00 200,00 0 20 40 60 80 100 Debi (m 3/s) % Zaman

(13)



tercih edilir. TUELQ oÕNÕú JF YHULPL \DNODúÕN  RODUDN EHOLUOHQPLúWLU Projenin dizayn GHELVLQLQRUWDODPDQÕQVWQGHROPDVÕQHGHQL\OH WUELQLQ VD\ÕVÕQÕQ LNL DGHW ROPDVÕ GDKD X\JXQ J|UOPúWU %XQXQ LoLQ VX\XQ GHELVL FHEUL borXGDQ VRQUD VDQWUDO JLULúLQGH EUDQúPDQ GL\H LVLPOHQGLULOHQ NROODUGD LNL\H E|OQHUHN .00 m3/s olaUDN KHU ELU WUELQGHQ JHoLULOPLúWLU. Her

bir WUELQ JF  NZK RODQ LNL QLWH NXOODQÕOPÕúWÕU. 7350 kwh¶GHQGúNROGX÷XQGDQ yatay eksenli )UDQFLV WUELQ NXOODQÕOPÕúWÕU. 7UELQOHU EDWÕN oDOÕúWÕ÷Õ LoLQ HNVHQ NRWODUÕ kuyruNVX\XNRWXQGDQPDúD÷ÕROPDNWDGÕU.

TDúNÕQ+HVDSODUÕ

7DúNÕQ KHVDSODUÕ UHJODW|U \HUL LoLQ GROXVDYDN KHVDSODUÕQGDNXOODQÕOPDN]HUH\ÕOOÕNWDúNÕQ IUHNDQVÕ KHVDSODQÕUNHQ VDQWUDO \HUL LoLQ suyun maksimum seviyesini belirleyerek santral ELQDVÕQÕQ VX EDVPDQ J|UHYLQL J|UHFHN RODQ oHYUH GXYDUÕQÕQ \NVHNOL÷LQL EHOLUOHPHN DPDFÕ\OD '6ø WDUDIÕQGDQ  \ÕOOÕN WDúNÕQ IUHNDQVÕ KHVDSODQPDVÕ LVWHQLU %X SURMH NDSVDPÕQGD DNÕP YHULOHULQLQ VDKD\Õ WDP RODUDN WHPVLO HWPHVL YH ND\ÕWODUÕQ \HWHUOL VD\ÕGD

ROPDVÕQGDQ |WU E|OJHVHO WDúNÕQ IUHNDQVÕ DQDOL]L\|QWHPLVHoLOPLúWLU

%7)$ \|QWHPLQGH \ÕOGD J|]OHQHQ DQOÕN maksimum aNÕP GH÷HUOHUL NXOODQÕODUDN \DSÕOÕU %XQXQ LoLQ SURMH oHYUHVLQGH EXOXQDQ HQ \DNÕQ 11 DGHW $*ø ND\ÕWODUÕ LQFHOHQPLú, bunlardan yedi DGHW DNÕP J|]OHP LVWDV\RQXQXQ ND\ÕWODUÕ NXOODQÕOPDVÕQDNDUDUYHULOPLúWLU 7DúNÕQFrekans DQDOL]L(ø(2626, 2633, 2610 YH '6ø - LoLQ \DSÕOPÕúWÕU  \ÕOGDQ D] ND\ÕWODUÕ EXOXQDQ LVWDV\RQODUÕQ ND\ÕWODUÕQÕQ NXOODQÕOPDPDVÕ LVWHQGL÷LQGHQ GL÷HU LVWDV\RQODU LúOHPHGDKLOHGLOPHPLúWLU *L]ELOL Bu LVWDV\RQODUÕQPDNVLPXPDNÕPGH÷HUOHULQHDLW frekans analizL oDOÕúPDODUÕ 17)$ \|QWHPL\OH WHNHUWHNHUKHVDSODQPÕú ve en uygun istatistiksel GD÷ÕOÕP KHU ELU LVWDV\RQ LoLQ EHOLUOHQPLúWLU NTFA ile belirlenen 2, 5, 10, 25, 50, 100, 200 YH  \ÕOOÕN WDúNÕQ IUHNDQVODUÕQD  \ÕOOÕN YH  \ÕOOÕN IUHNDQVODUÕQ HQWHUSRODV\RQXyla belirlenen  \ÕOOÕN WDúNÕQ IUHNDQVÕ GD HNOHQHUHN 7DEOR 5’GHJ|VWHULOPLúWLU Tablo 5. %|OJHVHO7DúNÕQ)UHNDQVDQDOL]L øVWDV\RQ No <$ODQÕ (km2) Q2 Q2.33 Q5 Q10 Q25 Q50 Q100 Q200 Q500 2624 1169.60 234.78 247.98 354.77 427.34 512.61 572.07 628.56 682.75 736.93 2616 346.40 93.33 98.83 143.29 176.37 218.16 249.17 279.94 310.60 351.06 2603 2450.40 608.00 629.47 803.22 905.28 1014.18 1084.40 1147.63 1205.30 1274.88 2626 8761.20 920.59 974.09 1406.98 1729.02 2135.91 2437.76 2737.39 3035.92 3429.78 2633 8747.30 981.40 1022.05 1350.98 1595.68 1904.86 2134.23 2361.90 2588.74 2888.02 2610 640.40 201.58 212.07 296.95 360.10 439.89 499.08 557.83 616.37 693.60 26-24 1359.30 188.93 199.10 281.36 329.68 381.25 414.49 444.43 471.74 504.68

%7)$ LoLQ NXOODQÕODQ $*ø¶OHUH DLW J|]OHP VUHOHULTablo 5¶GHYHULOPLúWLU*|]OHPDUDOÕ÷ÕQD J|UH LNL DGHW ED] SHUL\RW VHoLOPLúWLU ED] SHUL\RW¶GHQ\ÕOÕQDNDGDURODQG|QHPL NDSVD\DQ  \ÕOGÕU ED] periyot ise ¶WHQ  \ÕOÕQD NDGDU RODQ G|QHPL NDSVD\DQ  \ÕOGÕU %X ED] SHUL\RWODU LoLQ +RPRMHQOLN WHVWL X\JXODQPÕúWÕU Homojenlik testi neticesinde, NXOODQÕODQ EWQ LVWDV\RQODU +RPRMHQOLN WHVWLQL JHoPLú YH KHSVLQLQ ER\XWVX] WDúNÕQ \LQHOHQPH GH÷HUOHri bulunarak istasyonlar boyutsuz hale

JHWLULOPLú YH E|OJHVHO WDúNÕQ IUHNDQV DQDOL]OHULQGHNXOODQÕOPDVÕX\JXQJ|UOPúWU +HVDSODPDODUGD$*ø¶QLQIUHNDQVDQDOL]LVRQucu bulunan 2, 2.33, 5, 25, 50, 100 ve 500 \ÕOOÕN WHNHUUUO WDúNÕQ GHELOHUL UHJODW|U ve santral \HULQHDúD÷ÕGDNLIRUPONXOODQÕODUDNWDúÕQPÕúWÕU Q5HJODW|U=(A5HJODW|U/A$*ø)2/3xQ$*ø (4)

QSantral=(ASantral/A$*ø)2/3xQ$*ø (5)

9HULOHQ\LQHOHPHVUHOHULLoLQ$*øUHJODW|UYH VDQWUDO \HUL LoLQ KHVDSODQDQ WDúNÕQ GH÷HUOHUL Tablo 6’da YHULOPLúWLU

(14)

7DEOR%7)$VRQXoODUÕ Tekerrür <ÕOÕ Santral yeri (m3/s) 5HJODW|U<HUL (m3/s) 2 328.98 307.84 2.33 345.68 323.47 5 480.81 449.91 10 574.64 537.71 25 687.98 643.77 50 769.24 719.8 100 848.13 793.62 500 1022.31 956.61

6RQXoODUYHgneriler

%X oDOÕúPDGD 'LFOH KDY]DVÕQGD EXOXQDQ Botan dD\Õ¶QÕQELUNROXRODQ.H]HUdD\Õ¶QÕQm ile  P NRWODUÕ DUDVÕQGD NDODQ NÕVPÕQ hidroelektrik potansiyelinin GH÷HUOHQGLUPHVL \DSÕOPÕúWÕU %XQXQ LoLQ |QFHOLNOH WHVLV LoLQ oHYLUPH \DSÕVÕ RODUDN GúQOHQ UHJODW|UQ  P NRWXQD \HUOHúWLULOPHVL X\JXQ J|UOPúWU 5HJODW|UGHQ DOÕQDQ VX\XQ  P X]XQOX÷XQGDNL VHUEHVW \]H\OL DNÕPD VDKLS LOHWLP NDQDOÕLOHVDQWUDOH LOHWLPLGúQOPúWU øOHWLP NDQDOÕ VRQXQGD VX\XQ FHEUL ERUX\OD VDQWUDOH JLULúLQL NRQWURO HGHELOPHN DPDFÕ\OD \NOHPH KDYX]X WDVDUODQPÕúWÕU 7P EXQODUÕQ LúOHWLP VLVWHPLQL EHOLUOHPHN DPDFÕ\ODVXWHPLQL oDOÕúPDODUÕ NDSVDPÕQGD .H]HU dD\Õ ]HULQGH 3ÕQDUFDN|\PHYNLLQGH\HUDODQ(ø(QROX $*ø ND\ÕWODUÕ LQFHOHQPLúWLU %X ND\ÕWODUGDNL GHEL YH DNÕP GH÷HUOHUL DODQVDO RUDQGD NoOWOHUHN UHJODW|U \HULQH WDúÕQPÕú YH LoPHVX\X LoLQ JHUHNOL GHEL GH÷HUL GúOGNWHQ VRQUD UHJODW|U \HUL GHEL GH÷HUOHUL HOGH HGLOPLúWLU(OGHHGLOHQGH÷HUOHUOHGHELVUHNOLOLN H÷ULVL ROXúWXUXODUDN ]DPDQÕQ ¶LQGH YDURODQ su debisi 1.64 m³/s RODUDN EXOXQPXúWXU d|NHOWLP KDYX]X LOHWLP NDQDOÕ FHEUL ERUXGDNL VUHNOL YH \HUVHO \N ND\ÕSODUÕ WRSODPÕ  P RODUDN KHVDSODQPÕú YH  P RODQ EUW GúGHQ GúUOHUHN  P RODUDN QHW Gú EXOXQPXúWXU 'HEL QHW Gú YH WUELQ YHULPL GH÷HUOHULNXOODQÕODUDN 0:KNXUXOXJoYH  *:K \ÕOOÕN WRSODP HQHUML GH÷HUOHUL EXOXQPXúWXU Son olarak rHJODW|U GROXVDYDN NDSDVLWHVLQLQ EHOLUOHQPHVL DPDFÕ\OD WDúNÕQ KHVDSODPDODUÕ E|OJHVHO WDúNÕQ IUHNDQV DQDOL]L

\|QWHPL\OH \DSÕOPÕú YH UHJODW|U \HUL WDúNÕQ debisi 793 m3/s RODUDNKHVDSODQPÕúWÕU

Kaynaklar

%DNÕú 5 Bilgin, M. Tuncan, A. ve Altan, M., (2009). Porsuk hDY]DVÕQGDNL çok aPDoOÕ barajlardan elektrik UHWLPLQLQ DUDúWÕUÕOPDVÕ (VNLúHKLU 2VPDQJD]L hQLYHUVLWHVL, 0KHQGLVOLN MimDUOÕN)DNOWHVL'HUJLVL, 22, 2,

%D\D]ÕW 0 $YFÕ ø YH ùHQ =   +LGURORML 8\JXODPDODUÕ %LUVHQ \D\ÕQHYL <D\ÕQ 1R, 1-øVWDQEXO

%HUNQ 0   6X .D\QDNODUÕ 0KHQGLVOL÷L %LUVHQ <D\ÕQHYL <D\ÕQ 1R, 302-306, øVWDQEXO

Bulu, A.,;2011). Hidroelektrik VDQWUDOOHULQ|QHPLYH gHUHNOLOL÷L͕'6ø7HNQLN%OWHQ110͕1-4 BuWWDQUÕ%  7UNL\H¶GHNüçük hidroelektrik

VDQWUDOOHULQ WDULKVHO JHOLúLPL YH EXJQN Gurum, <NVHN/LVDQV7H]LøVWDQEXO7HNQLNhQLYHUVLWHVL øVWDQEXO

Erdem, M., (2006).oNKLGURHOHNWULNVDQWUDOOHULQ tDVDUÕP|OoWOHUL<NVHN/LVDQV7H]L3DPXNNDOH hQLYHUVLWHVL'HQL]OL

Gizbili, M., (1995). Hidroloji. Bi]LP%UR%DVÕPHYL, Sayfa: 262, Ankara.

Kaygusuz, K., (2004). Hydropower and the :RUOG¶V HQHUJ\ Iuture, Energy Sources 26, 215-224

Paish, O., (2002). Small hydro power: technology and current status, Renewable and Sustainable Energy Reviews 6 (6), 537–556.

Punys, P., (2004). Small hydro power in the New EU Member States, Hidroenergia 04.Falkenberg, Sweden.

Serencam, U., (2007). 'R÷XNDUDGHQL]E|OJHVLQGHNL NoN DNDUVXODUÕQ Kidroelektrik potansiyellerinin analizi, <NVHN/LVDQV7H]L 6DNDU\DhQLYHUVLWHVL $GDSD]DUÕ.

<NVHNg.|PUF0ø<NVHOøYH Kaygusuz, K., (2006) +LGURHQHUMLQLQ 7UNL\H¶QLQ HQHUML LKWL\DFÕQÕ NDUúÕODPDGDNL URO Enerji Policy 34, 3093-3103.

Şekil

Tablo 3. $YUXSD¶GDKLGURHOHNWULNUHWLPL
Tablo 4. 7DWYDQ0HWHRURORMLøVWDV\RQXRUWDODPD \D÷ÕúGH÷HUOHUL

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