Projects for the construction of eight new hydropower schemes have already been developed. A analysis aiming at making the best selection among these projects was conducted with the stakeholders and it was concluded that a package of three projects would optimally satisfy the imposed criteria (Table 4). These three projects are: "Komarnica" SHPP 170 River "Otilovići" SHPP 3.0 MW River Ćehotina "Kruševo" SHPP 120 MW Piva River The selected development scenario can satisfy the electricity production and consumption projections defined in the Energy Development Strategy of Montenegro with minimal environmental and optimal socio-economic impact. It is also estimated that this scenario is in line with other strategic documents of Montenegro. 4: The main characteristics of HPPs proposed by optimal scenario for Montenegro HPP "Komarnica" "Otilovići" "Kruševo" Piva/Komarnica Piva Ćehotina Chainage km 50+000 (Piva) Qav (m3/s) 21.6 4.15 75.8 Dam type/height (m) Arch concrete rock-fill - concrete (existing) gravity / 68 Reservoir volume total/active 176 59 25.4/18 (mil. m3) Plant type Diversion (105m non-diversion non-diversion long) Inst. capacity (MW) 170 2.961 120 Mean annual electricity 220.5 11.73 267.4 generation (GWh) Investment costs 322 4 166 (mil. EUR)* *Note: Estimated on methodology described in corresponding IWRM Report.
Projects for the construction of eight new hydropower schemes have already been developed. A analysis aiming at making the best selection among these projects was conducted with the stakeholders and it was concluded that a package of three projects would optimally satisfy the imposed criteria (Table 4). These three projects are: "Komarnica" SHPP 170 River "Otilovići" SHPP 3.0 MW Ćehotina River "Kruševo" SHPP 120 MW Piva River The selected development scenario can satisfy the electricity production and consumption projections defined in the Energy Development Strategy of Montenegro with minimal environmental and optimal socio-economic impact. It is also estimated that this scenario is in line with other strategic documents of Montenegro. 4: The main characteristics of HPPs proposed by optimal scenario for Montenegro HPP "Komarnica" "Otilovići" "Kruševo" Piva/Komarnica Ćehotina Piva Chainage km 50+000 (Piva) Qav (m3/s) 21.6 4.15 75.8 Dam type/height (m) Arch concrete (existing) rock-fill - concrete gravity / 68 Reservoir volume total/active (mil. m3) 176 59 25.4/18 Plant type non-diversion Diversion (105m long) non-diversion Inst. capacity (MW) 170 2.961 120 Mean annual electricity generation (GWh) 220.5 11.73 267.4 Investment costs (mil. EUR)* 322 4 166 *Note: Estimated on methodology described in corresponding IWRM Report.
Roof%20Report_20062017_ver3.docx