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tehniËkom smislu moguÊa eksploatacija, odnosno<br />
za koji se pouzdano moæe odrediti prosjeËna<br />
moguÊa godiπnja proizvodnja. Procjena iznosa<br />
tehniËki iskoristivog potencijala glavnih vodotoka<br />
u prirodnom pravcu otjecanja kreÊe se u rasponu<br />
5,4 do 6,3 TWh (ovisno o varijanti koriπtenja<br />
voda), s tim da je oko 1,7 TWh veÊ u eksploataciji<br />
u do sada izgraappleenim hidroelektranama. Osim<br />
energetskog koriπtenja vodotoka u njihovom<br />
prirodnom pravcu toka, razmatrana je i moguÊnost<br />
kojom se predviapplea prevoappleenje dijela vode rijeke<br />
Tare u rijeku MoraËu (22,2 m 3 /s). U tom sluËaju<br />
procijenjeni iznos tehniËki iskoristivog potencijala<br />
kreÊe se od 6,3 do 6,9 TWh.<br />
Analiza preostalog tehniËki iskoristivog hidro<br />
potencijala rijeka u Crnoj Gori naËinjena je<br />
na osnovi planiranih tehniËkih rjeπenja hidroenergetskih<br />
objekata u dvije globalne varijante.<br />
Varijanta 1 postoji u mnogobrojnim razvojnim<br />
programima, planovima i projektnoj dokumentaciji<br />
hidroenergetskih objekata Elektroprivrede Crne<br />
Gore. Varijanta 2 dana je u sluæbeno usvojenoj<br />
Vodoprivrednoj osnovi Crne Gore [5] (usporedo s<br />
Varijantom 1). Varijante 1 i 2 razmatraju koriπtenje<br />
hidroenergetskog potencijala na prirodnom pravcu<br />
toka i s prevoappleenjem dijela vode rijeke Tare u rijeku<br />
MoraËu (Q = 15,2 m 3 /s ili Q = 22,2 m 3 /s).<br />
Varijanta 1, koja je usvojena od strane Elektroprivrede<br />
Crne Gore i obuhvaÊena Programom<br />
razvoja i izgradnje novih elektroenergetskih<br />
objekata s prioritetima gradnje Elektroprivrede<br />
Crne Gore [6], predviapplea izgradnju novih akumulacija<br />
i elektrana kako slijedi:<br />
− Tara: akumulacija i HE Ljutica (bez<br />
akumulacije HE Tepca) i akumulacije i HE<br />
Visoki Æuti Krπ, Opasanica, BakoviÊa Klisura i<br />
Trebaljevo,<br />
− MoraËa: RHE Koπtanica, akumulacija i HE<br />
Visoko Andrijevo i nizvodne akumulacije i HE<br />
RasloviÊi, MilunoviÊi i Zlatica,<br />
− Lim: akumulacije i HE na glavnom toku<br />
Andrijevica, Lukin Vir i Plavsko jezero,<br />
− ∆ehotina: akumulacija i HE Mekote (bez<br />
akumulacije i HE Milovci),<br />
− Piva: akumulacija i HE Komarnica i dvije<br />
manje derivacijske HE PoπÊenje i Bukovica<br />
©avnik.<br />
Varijanta 2, koja je kao alternativa obuhvaÊena<br />
Vodoprivrednom osnovom Crne Gore, 2001.<br />
godina, predviapplea izgradnju novih akumulacija i<br />
elektrana kako slijedi:<br />
−<br />
Tara: akumulacije i HE Tepca, Mojkovac, Niski<br />
Æuti Krπ, Mateπevo i Opasanica,<br />
for which it has been shown through the preparation<br />
of project documentation that exploitation is<br />
possible in the technical sense, or for which it is<br />
possible to determine potential average annual<br />
production reliably. The estimates of the amounts<br />
of the technically exploitable potential of the main<br />
waterways in their natural course range from 5,4 to<br />
6,3 TWh (depending on the variants of water use),<br />
so that approximately 1,7 TWh are being exploited<br />
by hydroelectric power plants that have already<br />
been built. Besides the use of waterways for energy<br />
in their natural course, the possibility has also be<br />
considered of redirecting part of the water of the<br />
Tara River into the MoraËa River (22,2 m 3 /s). In this<br />
case, the estimated amount of technically exploitable<br />
potential would range from 6,3 to 6,9 TWh.<br />
Analysis of the remaining technically exploitable<br />
hydro potential of the rivers in Montenegro has<br />
been performed on the basis of the planned technical<br />
solutions of the hydro energy facilities in two<br />
global variants. Variant 1 exists in many development<br />
programs, plans and project documentation for the<br />
hydro energy objects of the Electric Power Company<br />
of Montenegro. Variant 2 was provided in the officially<br />
adopted Water Management Master Plan of<br />
Montenegro [5] (comparable to Variant 1). Variants<br />
1 and 2 consider using the hydro energy potential of<br />
the natural course of the flow together with the redirected<br />
part of the water from the Tara River into the<br />
MoraËa River (Q = 15,2 m 3 /s or Q = 22,2 m 3 /s).<br />
Variant 1, which was adopted by the Electric Power<br />
Company of Montenegro and includes the Program<br />
for the Development and Construction of New<br />
Electrical Energy Facilities with Priority Building<br />
of the Electric Power Company of Montenegro<br />
[6], anticipates the construction of new storage<br />
reservoirs and electrical power plants, as follows:<br />
−<br />
−<br />
−<br />
−<br />
−<br />
Tara: the Ljutica Storage Reservoir and Hydroelectric<br />
Power Plant (without the storage reservoir<br />
of the Tepca Hydroelectric Power Plant), and the<br />
storage reservoirs and hydroelectric power plants<br />
of Visoki Æuti Krπ, Opasanica, BakoviÊa Klisura<br />
and Trebaljevo,<br />
MoraËa: the Koπtanica Reversible Hydroelectric<br />
Power Plant, the Visoko Andrijevo Storage<br />
Reservoir and Hydroelectric Power Plant, and<br />
the downriver storage reservoirs and hydroelectric<br />
power plants of RasloviÊi, MilunoviÊi and Zlatica,<br />
Lim: on the main course, storage reservoirs and<br />
hydroelectric power plants of Andrijevica, Lukin Vir<br />
and Plavsko jezero,<br />
∆ehotina: the Mekote Storage Reservoir and<br />
Hydroelectric Power Plant (without the Milovci<br />
Storage Reservoir and Hydroelectric Power Plant),<br />
Piva: the Komarnica Storage Reservoir and<br />
Hydroelectric Power Plant, and two smaller derivation<br />
hydroelectric power plants PoπÊenje and<br />
Bukovica ©avnik.<br />
309<br />
Zeljko,<br />
M., »anoviÊ, M., Energetski sektor Crne Gore..., Energija, god. 56(2007), br. 3., str. 292∑327<br />
Zeljko, M., »anoviÊ, M., The Current Situation and Future..., Energija, vol. 56(2007), No. 3, pp. 292∑327