PUMPED STORAGE HYDROPOWER PLANT PROJECT
PSHPP TARNITA – LAPUSTESTI
2014
STRATEGIC PROJECT OF NATIONAL CONCERN
PROJECT PRESENTATION
2014 Hidro Tarnita S.A. all rights reserved
IMPORTANT NOTE
2014 Hidro Tarnița S.A. all rights reserved
• The presentation is drawn up by HIDRO TARNITA S.A. with a view to offering concerned Investors a general outlook of the
Project, including general technical, economic, financial, commercial and legal aspects considered for the construction of
Tarnita Lapustesti PSHPP.
• The presentation of the Project is substantiated on technical and financial items of the Feasibility Study elaborated by ISPH
PD S.A. in 2008 and updated in 2014, which are the result of analyses, calculations, determinations and hypotheses of ISPH
PD S.A.
• HIDRO TARNITA S.A. undertakes no liability or responsibility towards any other party. The items and data of the general
presentation of the Project are informative and may be subject to serious amendments in time and may also be affected by
unforeseen events, which may lead to a change of the results obtained and of the performance indicators of the Project;
• The results obtained in the Feasibility Study may vary depending on the final financing model agreed with the Investors and
on their/other parties’ actions;
• HIDRO TARNITA S.A., the Ministry of Economy or the Romanian Government may not provide any guarantees whatsoever as
to the accuracy or completeness of the information, forecasts, hypotheses in this general presentation of the Project, and none
undertake any liability or responsibility in this respect;
• The Presentation is not prepared in order to offer a basis for the assessment of the Project and does not contain all
information for the assessment of the Project. Concerned Investors must conduct their own analyses and investigations,
deemed useful and must not rely exclusively on the data in the Project presentation;
• No liability or responsibility related to this document is or will be accepted by HIDRO TARNITA S.A., the Ministry of Economy
or the Romanian Government or any of their partners, namely directors, middle managers, employees, representatives,
advisors or agents and no responsibility pertaining to these is accepted for any of the information or opinions contained or for
any errors, omissions or inaccurate statements.
GENERAL INFORMATION
 Scope:
Construction of a pumped storage hydropower plant, in Tarnita – Lapustesti area (Tarnița
– Lapustesti PSHPP) of 1,000 MW installed capacity.
 Approval documents:
Romanian Government Memorandums approved within the meetings held on 26.03.2013,
04.09.2013, 16.10.2013, 31.07.2014
 Hydroelectric parameters:
- NWL upper reservoir, Lapustesti storage 1,086.00 masl
- NWL lower reservoir, Tarnita storage 521.50 masl
- Mean gross head 564.50 m
- Total installed flow in turbine mode 212.00 cu.m/s
- Total installed flow in pump mode 152.00 cu.m/s
- PSP equipping 4 reversible hydro-units
- Total installed capacity 4 x 250 MW
- Pumping cycle weekly
 Estimated investment cost: under determination
 Estimated construction period 5-7 years
The information is from the feasibility study drawn up by ISPH PD SA in 2014.
2014 Hidro Tarnița S.A. all rights reserved
ROLE AND ADVANTAGES
 Key project considering the growing portfolio of electricity generation from renewable
sources, requiring the installation of additional balancing capacity. These shall be turned
to account not only on the ancillary services market but also on the load variations
balancing or power consumption market
 Power plant of strategic role, the first great dispatchable consumer qualified to participate
at the NPS black-start in case of black-out
 Operational flexibility and capacity to give a fast response to load changes, following to
provide power services in Romania and neighboring countries
 Enhancement of the operational conditions related to the large units from nuclear power
plants, fossil-fueled condensation thermal power plants and cogeneration power plants,
by electricity transfer from idle to peak (during night and week-end), reducing the
consumption of fossil fuels, that are mostly imported
 Benefits for all the segments of the competitive market, through a positive impact on
liquidity and price set on such markets
2014 Hidro Tarnița S.A. all rights reserved
FUNCTIONS PROVIDED
 Electricity storage for a period of time
 Supply of ancillary services for Romania and neighboring countries (frequency – power
regulation, fast tertiary regulation, reactive power and operation in compensation mode)
in order to meet the power quality standards
 NPS balancing, considering the major increase in the portfolio of renewable sources
generation capacities (wind, solar etc.) which cannot be controlled, depending on the
primary sources specific to each category
 Power supply in west of Romania, area characterized by a scarce production
 Increase of the safety conditions in NPS operation and its exploitation under better
technical and economic conditions
 Sustainable alternative of the Romanian hydroelectric potential development considering
the limited resources of raw material, in order to achieve cheap and non polluting
energies
2014 Hidro Tarnița S.A. all rights reserved
PROJECT LOCATION
In the western region of Romania,
at about 30 km distance of Cluj
Napoca municipality
At relatively equal distances
from 2 nuclear power plants,
Cernavoda in Romania and
Pecs in Hungary.
2014 Hidro Tarnița S.A. all rights reserved
SOMES RIVER BASIN, UPSTREAM OF CLUJ-NAPOCA
MUNICPALITY
HYDROELECTRIC DEVELOPMENT SCHEME
PROJECT LOCATION
Somesul Cald river, in the left
bank adjacent to the current
Tarnita storage, near
Lapustesti locality, Rasca
commune.
Tarnita storage is
commissioned since 1974 and
belongs to the gravitational
hydroelectric development
scheme of Somesul Cald river.
2014 Hidro Tarnița S.A. all rights reserved
The administrative territory of
Rasca, Capusu Mare, Marisel
si Gilau communes.
PROJECT LOCATION
Tarnita – Lapustesti is the most favorable site studied in Romania, considering the
following:
 Presence of Lapustesti plateau at 1,070 mdM average elevation on the left bank of
Someșul Cald river, adjacent to the current Tarnita storage, plateau adequate for the
construction of the upper reservoir (Lapustesti storage)  quantity of excavation =
quantity of fills
 Free site of upper reservoir, not occupied by human settlements
 Upper reservoir is not located on a natural protected area included in the European
ecological networks - Natura 2000 in Romania
 Presence of the lower reservoir – Tarnita storage of 15 mil. m3 active capacity
 An average gross head of 564.5 m
 Length of the galleries is quite small (high pressure gallery1.1 km, low pressure gallery
1.3 km)
2014 Hidro Tarnița S.A. all rights reserved
LAYOUT
2014 Hidro Tarnița S.A. all rights reserved
SYNOPTIC SCHEME
2014 Hidro Tarnița S.A. all rights reserved
DESCRIPTION AND MAIN CONSTRUCTIVE CHARACTERISTICS OF
DEVELOPMENT SCHEME
2014 Hidro Tarnița S.A. all rights reserved
COMPONENT STRUCTURES OF DEVELOPMENT SCHEME
 Upper reservoir (Lapustesti storage) of 10 mil. cu.m capacity, located on
Lapustesti plateau (NWL 1,086.00 masl)
 High pressure diversion, conveying the water between the upper reservoir and the
underground powerhouse, consists in 2 galleries of 4.30 m inner diameter and 1,096
m length
 Underground powerhouse is located on the left bank of Tarnita storage and
consists in the machine hall cavern, transformers cavern. Access and connection
galleries, cable gallery and operating personnel access gallery are in between
 Electro-mechanical equipment from the powerhouse is made of 4 vertical Francis
pump-turbine reversible units of Pi = 4 x 250 MW installed capacity, coupled to 4
motor – generator reversible units, of 15.75 kV rated voltage
 Low pressure diversion conveying the water between the powerhouse and the
lower reservoir consists in 2 galleries of 6.20 m inner diameter and 2 x 1.325 m
length.
 Lower reservoir (Tarnita storage) of 15 mil. cu.m – existing structure – located on
Somesul Cald river
 Connection to the National Power System (NPS) – 2 OEL 400 kV Mintia and
Gadalin of about 230 km total length
2014 Hidro Tarnița S.A. all rights reserved
UPPER RESERVOIR – LAPUSTESTI STORAGE
Lapustesti upper reservoir is performed
in a mixed solution, aiming at a better
compensation of the embankments.
Sealing of the upstream slope and of the
reservoir bottom is made of bituminous
concrete face of 16 cm thickness.
Main features of the upper reservoir:
 Active capacity – 10 mil. cu.m;
 Crest axis length– 2,715 m;
 Crest width – 7.00 m;
 Crest elevation – 1,086.50 masl;
 NWL – 1,086.00 masl;
 Minimum operating level – 1,053.50
masl;
 Upstream slope gradient – 1:1.8;
 Downstream slope gradient –
1:1.8/1:2.8 with berms of 6.00 m.
PLANE VIEW
CROSS SECTIONS
2014 Hidro Tarnița S.A. all rights reserved
HIGH PRESSURE DIVERSION
LAPUSTESTI INTAKE
PLANE VIEW
LAPUSTESTI INTAKE
CROSS SECTION
High pressure diversion consists of:
 Lapustesti water intakes of polygonal type
are located in a trap under the elevation of
the reservoir bottom;
 Lapustesti intake valve house;
 High pressure diversion consists in two
galleries of 1,096 m length and 4.30 m
inner diameter each.
2014 Hidro Tarnița S.A. all rights reserved
UNDERGROUND POWERHOUSE
CROSS SECTION
4 binary machines are placed into the powerhouse, with the following technical features
 Type – reversible Francis with vertical shaft;
 Nominal net head in turbine mode – 540 m;
 Maximum flow in turbine mode – 53 cu.m/s;
 Maximum capacity at couple – 260 MW;
 Nominal head in pump mode – 560 m;
 Maximum flow in pump mode – 38 cu.m/s;
 Maximum input power – 258 MW;
 Runner specific diameter– 3,800 mm;
 Rated speed – 600 rpm;
 Counterpressure – 70 m;
 Turbine shaft elevation – 444.00 masl;
Machine hall cavern is 120 m length,
23 m width and 45 m height.
Machine hall is served by 2 travelling
cranes of 200/50 t capacity at the
hook.
Travelling crane is supported by a
standalone structural work, with a
clearance of about 16 m.
2014 Hidro Tarnița S.A. all rights reserved
UNDERGROUND POWERHOUSE
MACHINE HALL LEVEL
 Secondary connection gallery;
 Main access gallery, of about 1,070 m length and a gradient of 10%. It has the role to connect the
underground and the outdoor installation platform;
 Cable gallery, of about 850 m length, houses the cables used for the power transportation at 400 kV,
110 kV and 20 kV voltage, having the role of secondary access and ventilation, as well.
Connection galleries
between the two caverns
are:
 Main access gallery
between the two
caverns, of 35 m
length;
 4 connection galleries,
providing the
connection between the
generator and
transformer;
 4 draft tubes galleries;
 Draft tubes valves
shafts;
2014 Hidro Tarnița S.A. all rights reserved
UNDERGROUND POWERHOUSE
Transformer cavern is of 117 m length, 19 m width and 22 m height and endowed with the following
equipment:
 4 power transformers, 280 MVA, 15.75/400 kV;
 2 power transformers, 25 MVA, 110/15.75 kV, for the frequency converters supply;
 1 power transformer, 10 MVA, 110/20 kV, for the 20 kV substation supply;
 Underground substation of 400 kV;
 Underground substation of 110 kV;
 Underground substations of 20 kV and 6 kV.
TRANSFORMER CAVERN. SUBSTATION LEVEL 469.20 masl
2014 Hidro Tarnița S.A. all rights reserved
SINGLE-LINE ELECTRIC DIAGRAM OF
TARNITA - LAPUSTESTI PSP
1 - 280 MVA, 15.75 kV reversible motor-generator 12 - SF6 (GIS) 110 kV outdoor substation
2 - 280 MVA block transformer 13 - 24 kV underground substation
3 - 1500 kVA, 15.75 kV transformator pentru excitatie statica 14 - 24 kV outdoor substation - cable gallery
4 - 2500 kVA, 15.75/0.4 kV transformator auxiliar 15 - 6 kV outdoor substation - cable gallery
5 - 15.75 kV inverter disconnector 16 - 2500 kVA, 20/0.4 kV auxiliary transformer
6 - 24 kV outdoor substation- galerie de acces 17 - 1500 kVA, 20/0.4 kV static excitation transformer
7 - SF6 (GIS) 400kV outdoor substation – TRANSELECTRICA 18 - 630 (400) kVA, 20(6)/0.4 kV transformer
8 – frequency converter 19 - 1600 kVA, 20/6 kV transformer
9 - 25 MVA, 110/15.75 kV transformer 20 - 2000 kVA, 6 kV Diesel unit
10 - 10 MVA, 110/20 kV transformer 21 - 400 kV cables
11 - SF6 (GIS) 110 kV underground substation 22 - 110 kV cables
2014 Hidro Tarnița S.A. all rights reserved
LOW PRESSURE DIVERSION
DOWNSTREAM SURGE TANK
GALLERY TYPE SECTION
Low pressure diversion consists of:
 2 concreted galleries, of 1,325 m length each
(between the surge tank downstream and the
outlet) and of 6.20 m inner diameter;
 2 cylindrical surge tanks, one for each gallery of
the low pressure diversion;
 Tarnita outlet valve chamber, one for each
gallery of the low pressure diversion;
 Outlets in Tarnita storage, located under the
minimum operating level 514.00 masl, equipped
each with one trash rack.
INTAKES AND
INTAKE VALVE
CHAMBERS.
TECHNOLOGICAL
PLATFORM
PLANE VIEW
2014 Hidro Tarnița S.A. all rights reserved
LOWER RESERVOIR – CURRENT TARNITA STORAGE
Lower reservoir represented by the existing Tarnita storage, has the
following specific parameters:
 Total capacity - 74 mil. cu.m;
 Active capacity - 15 mil. cu.m;
 Normal water level – 521.50 masl;
 Gravity center level – 518.00 masl;
 Minimum operating level– 514.00 masl.
Tarnita dam is located on Somesul Cald river,
at the thalweg elevation of 441.00 masl and it is a reinforced
concrete double arch dam.
TARNITA DAM
DOWNSTREAM VIEW
TARNITA DAM
UPSTREAM VIEW
2014 Hidro Tarnița S.A. all rights reserved
ENERGY AND ANCILLARY SERVICES
Given the task of framing the curve load of PSHPP Tarnita Lapustesti, according to the study
drawn up by a professional designer and the simulation of an operating schedule performed on
a specific average week, which include functioning in pumping mode for 72 hours and in
turbining mode for 48h, with 2, 3 or 4 units, result:
 Energy amount produced in generator mode - 1,649,457 MWh/year;
0,78
 Energy amount consumed in pump mode – 2,103,328 MWh/year;
Correlated to the estimated operating schedule, both in generator mode and in pump mode,
and depending on the technical characteristics, it was determined the maximum available
amount of ancillary services, namely:
 Secondary regulation f/P - 916,300 hMW;
 Fast tertiary reserve - 4,108,650 hMW;
 Dispatchable consumption- 2,352,000 hMW.
Date are taken from the feasibility study drawn up by ISPH PD SA in 2014.
2014 Hidro Tarnița S.A. all rights reserved
MAIN QUANTITIES OF WORKS
Main quantities of works necessary for the construction of the investment project:
Platforms, roads, arrangements
 Overground excavation 500,000 cu.m
 Overground concrete 16,000 cu.m
Upper reservoir
 Quantity of excavation in colluvial soil 3,050,000 cu.m
 Quantity of excavation in weathered rock 1,869,000 cu.m
 Quantity of excavation in bedrock 1,717,000 cu.m
 Rockfills 2,587,000 cu.m
 Colluvial soil fills 1,747,000 cu.m
 Filters 623,200 cu.m
 Face support 210,000 cu.m
 Asphaltic concrete revetment 433,000 sq.m
 Drainages 2,400 ml
Headraces, intakes, valve chambers Powerhouse
Underground excavations 160,000 cu.m; Underground excavations 400,000 cu.m;
Underground concrete 122,000 cu.m; Underground concrete 82,000 cu.m;
Groutings 7,000 t; Groutings 5,000 t;
Linings 18,743 t. Linings 400 t.
2014 Hidro Tarnița S.A. all rights reserved
MAIN QUANTITIES OF MATERIALS
Main quantities of materials necessary for the construction of the investment project:
 Steel concrete 15,000 t;
 Metallic profiles 2,000 t;
 Black sheet 72 t;
 Pipes – conduits 210 t;
 Cement 57,000 t;
 Electric cables 8,6 km;
 Timber 7,400 cu.m;
 Sand 150,000 cu.m;
 Gravel 400,000 cu.m;
 Linings 18,743 t;
 Prefabs 144 cu.m.
Sites and work points shall be supplied with materials, machinery, tools, equipment etc. from the main
storehouse of Gârbau, that requires upgrading works.
Site organizations shall consist of:
 administrative spaces, offices;
 close and open material store room;
 special storehouses for combustible materials;
 trestles, ramps, inclined planes;
 fire prevention and extinguishing sheds, as well as structures and systems of general use: roads,
runways, electric networks, water networks, fencing etc.
2014 Hidro Tarnița S.A. all rights reserved
NPS CONNECTION
Technical analysis highlighted the fact that the routes of OEL 400 kV, connecting Tarnita Lapustesti PSP and
Transelectrica (system operator), are actually included within a single corridor, outgoing from Tarnita 400 kV
substation, made of 2 rows of double circuits poles.
One corridor is dedicated to Tarnita-Gadalin route, of 74 km length, the second corridor being dedicated to
Tarnița – Mintia route, of 158 km length.
This solution provides, for each lot of 500 MVA, the discharge/supply of the power plant both towards Gadalin
station and towards Mintia station, providing the adequate reliable operation of the power plant, as well.
Elements of NPS connection are:
- 400 kV substation
- PSP double circuit OEL 400 kV – Mintia (158 km);
- PSP double circuit OEL 400 kV– Cluj Gădălin (74 km).
Investment related to NPS connection shall be borne by TRANSELECTRICA S.A.
2014 Hidro Tarnița S.A. all rights reserved
NATIONAL ELECTRIC TRANSPORT GRID
2014 Hidro Tarnița S.A. all rights reserved
Source: C.N. Transelectrica S.A.
26
OMV
Petrom
Independent
producers
Hidroelectrica
Self
producers
Electrocentrale
Bucuresti
Nuclearelectrica
CE
Hunedoara
GENERATION CE Oltenia
TRANSMISSION
Balancing
Market
Operator
Transmission
System
Operator
Market
Operator
Transelectrica
E.ON
Moldova
ENEL Banat
Electrica
Muntenia
Nord
CEZ Oltenia
ENEL
Dobrogea
ENEL
Muntenia
Sud
Electrica
Transilvania
Sud
Electrica
Transilvania
Nord
DISTRIBUTION
CUSTOMERS
Eligible
customers
Households and small to
medium entreprise
Export
import
ROMANIAN ENERGY MARKET – STRUCTURE
2014 Hidro Tarnița S.A. all rights reserved
27
CUSTOMERS
20.8 TWh 25.1 TWh 1.1/1.4 TWh
Consumers Supplied on the Regulated
Market (Captive Consumers)
8.9 mn consumers
Consumers Supplied on the Competitive
Market (Eligible Consumers)
0.01 mn consumers
Export / Import
SUPPLY
Enel Energie
E,ON Moldova
Furnizare
Enel Energie
Muntenia
CEZ Vanzare
Electrica
Furnizare
Electricity Suppliers
on the Wholesale
Market
Electricity Suppliers
on the Retail
Market
Incumbent Suppliers
DISTRIBUTION
Electrica
Transilvania
Sud
12.8%
Electrica
Transilvania
Nord
11.0%
Enel
Distributie
Muntenia
14.9%
Enel
Distributie
Banat
9.2%
Enel
Distributie
Dobrogea
8.7%
CEZ
Distributie
16.8%
Electrica
Muntenia
Nord
15.4%
E,ON
Moldova
Distributie
11.2%
41.5 TWh
TRANSMISSION
TRANSELECTRICA
Balancing Market Operator Transmission System Operator Market Operator
GENERATION
Hidroelectrica
21.2%
Nuclearelectrica
20.2%
Electrocentrale
Bucuresti
6.7%
CE Hunedoara
6.0%
OMV Petrom
3.5%
R,A,A,N,
2.4%
CE Oltenia
30.6%
Others
9.4%
52.1 TWh
Source: ANRE reports,
ROMANIAN ENERGY MARKET – KEY DATA
2014 Hidro Tarnița S.A. all rights reserved
28
Fuel Type
Installed capacity [MW]
01.01.2011 01.01.2012 01.01.2013 01.01.2014
Coal 7141 7091 7025 6615
Hydrocarbon 4647 5519 5418 5464
Nuclear 1413 1413 1413 1413
Hydro 6499 6522 6563 6648
Wind 466 1140 1941 2605
Biomass 23 26 38 96
Photovoltaic - 1 29 862
Geothermal - - 0.05 0
Total 20,189 21,712 22,427 23,703
Coal,
6615 MW
Hydrocarbon
5464 MW
Hydro,
6648 MW
Biomass,
96 MW
Nuclear,
1413 MW
Wind,
2605 MW
Photovoltaic,
862 MW
Installed capacity as of 01.01.2014
NPS – National Power System
STRUCTURE OF INSTALLED CAPACITY IN NPS AS OF 01.01.2014
2014 Hidro Tarnița S.A. all rights reserved
29
Coal,
17400 GWh, 30%
Hydrocarbon,
9117 GWh, 15%Hydro,
15090 GWh, 26%
Biomass,
302 GWh, 0%
Nuclear,
11614 GWh, 20%
Wind,
4693 GWh, 8%
Photovoltaic,
355 GWh, 1%
Structure of power generation in 2013
STRUCTURE OF POWER GENERATION IN 2013
2014 Hidro Tarnița S.A. all rights reserved
30
INTERNAL CONSUMPTION (TWh): 2008–2013
139.8
118.2
124.3
131.3 131.7
141.6 147.4
2008 2009 2010 2011 2012 2013 f 2014 f
f -Forecast
GDP (EUR mn) : 2008–2014
GDP AND INTERNAL CONSUMPTION GROWTH: 2008–2013 (%) REGULATED QUANTITIES (TWh): 2008–2013
54.6
49.9
52
53.7
52.4
49.8
2008 2009 2010 2011 2012 2013
-6.6 -1.1 2.2
0.7
-5-8.6
4.2 3.3
-2.4
3.5
2009 2010 2011 2012 2013 e
Cresterea consumului intern PIB*
Source: 1. ANRE
2. INS
* PIB = GDP (Gross Domestic Product)
54.6
49.9 52 53.7 52.4 49.8
23.4 23 21.6 20.3 20.9
15.4
2008 2009 2010 2011 2012 2013
Total Market Regulated Market
INTERNAL CONSUMPTION 2008 - 2013
2014 Hidro Tarnița S.A. all rights reserved
31
KEY MATTERS FINAL SHAREHOLDING STRUCTURE
SAPE
ELECTRICA
25%
COMPLEXUL
ENERGETIC
HUNEDOARA
25%
NUCLEARELECTRICA
25%
COMPLEXUL ENERGETIC
OLTENIA
25%
• 1980 – 2008 – preparation of studies, support schemes and feasibility studies
• 2008 – feasibility study ISPH SA
• 2013 – Government Memorandum regarding the approval of project
implementation
• 2013 – establishment of SPV – Hidro Tarnita SA and registration with ONRC
• 2014 – update of the Feasibility Study ISPH
• 2014 - Government Memorandum regarding the approval of investors selection
procedure guidelines
MILESTONES
Company dedicated to a strategic project of national
interest
Development of the CHEAP Tarnița Lăpuștești
project
Romanian Government approval by Memorandum
Shareholders of the Romanian party: majority State-
owned companies
PRESENTATION OF THE SPECIAL PURPOSE VEHICLE (SPV)
Hidro Tarnita SA
PROJECT GRAPHIC MATERIAL
2014 Hidro Tarnița S.A. all rights reserved
Lapustesti plateau view
UPPER PLATEAU LAPUSTESTI
2014 Hidro Tarnița S.A. all rights reserved
TARNITA LAKE
2014 Hidro Tarnița S.A. all rights reserved
TARNITA DAM
2014 Hidro Tarnița S.A. all rights reserved
2014 Hidro Tarnița S.A. all rights reserved
HIDRO TARNIȚA S.A.
Bdul Carol I, nr. 29, etaj 4, camerele 405-406 si 416-418, sector 2,
Bucuresti, Romania
contact@hidrotarnita.ro
www.hidrotarnita.ro
Telefon: +40 21 313 83 29
Fax: +40 21 313 51 30

General presentation pshpp Hidro TARNITA

  • 1.
    PUMPED STORAGE HYDROPOWERPLANT PROJECT PSHPP TARNITA – LAPUSTESTI 2014 STRATEGIC PROJECT OF NATIONAL CONCERN PROJECT PRESENTATION 2014 Hidro Tarnita S.A. all rights reserved
  • 2.
    IMPORTANT NOTE 2014 HidroTarnița S.A. all rights reserved • The presentation is drawn up by HIDRO TARNITA S.A. with a view to offering concerned Investors a general outlook of the Project, including general technical, economic, financial, commercial and legal aspects considered for the construction of Tarnita Lapustesti PSHPP. • The presentation of the Project is substantiated on technical and financial items of the Feasibility Study elaborated by ISPH PD S.A. in 2008 and updated in 2014, which are the result of analyses, calculations, determinations and hypotheses of ISPH PD S.A. • HIDRO TARNITA S.A. undertakes no liability or responsibility towards any other party. The items and data of the general presentation of the Project are informative and may be subject to serious amendments in time and may also be affected by unforeseen events, which may lead to a change of the results obtained and of the performance indicators of the Project; • The results obtained in the Feasibility Study may vary depending on the final financing model agreed with the Investors and on their/other parties’ actions; • HIDRO TARNITA S.A., the Ministry of Economy or the Romanian Government may not provide any guarantees whatsoever as to the accuracy or completeness of the information, forecasts, hypotheses in this general presentation of the Project, and none undertake any liability or responsibility in this respect; • The Presentation is not prepared in order to offer a basis for the assessment of the Project and does not contain all information for the assessment of the Project. Concerned Investors must conduct their own analyses and investigations, deemed useful and must not rely exclusively on the data in the Project presentation; • No liability or responsibility related to this document is or will be accepted by HIDRO TARNITA S.A., the Ministry of Economy or the Romanian Government or any of their partners, namely directors, middle managers, employees, representatives, advisors or agents and no responsibility pertaining to these is accepted for any of the information or opinions contained or for any errors, omissions or inaccurate statements.
  • 3.
    GENERAL INFORMATION  Scope: Constructionof a pumped storage hydropower plant, in Tarnita – Lapustesti area (Tarnița – Lapustesti PSHPP) of 1,000 MW installed capacity.  Approval documents: Romanian Government Memorandums approved within the meetings held on 26.03.2013, 04.09.2013, 16.10.2013, 31.07.2014  Hydroelectric parameters: - NWL upper reservoir, Lapustesti storage 1,086.00 masl - NWL lower reservoir, Tarnita storage 521.50 masl - Mean gross head 564.50 m - Total installed flow in turbine mode 212.00 cu.m/s - Total installed flow in pump mode 152.00 cu.m/s - PSP equipping 4 reversible hydro-units - Total installed capacity 4 x 250 MW - Pumping cycle weekly  Estimated investment cost: under determination  Estimated construction period 5-7 years The information is from the feasibility study drawn up by ISPH PD SA in 2014. 2014 Hidro Tarnița S.A. all rights reserved
  • 4.
    ROLE AND ADVANTAGES Key project considering the growing portfolio of electricity generation from renewable sources, requiring the installation of additional balancing capacity. These shall be turned to account not only on the ancillary services market but also on the load variations balancing or power consumption market  Power plant of strategic role, the first great dispatchable consumer qualified to participate at the NPS black-start in case of black-out  Operational flexibility and capacity to give a fast response to load changes, following to provide power services in Romania and neighboring countries  Enhancement of the operational conditions related to the large units from nuclear power plants, fossil-fueled condensation thermal power plants and cogeneration power plants, by electricity transfer from idle to peak (during night and week-end), reducing the consumption of fossil fuels, that are mostly imported  Benefits for all the segments of the competitive market, through a positive impact on liquidity and price set on such markets 2014 Hidro Tarnița S.A. all rights reserved
  • 5.
    FUNCTIONS PROVIDED  Electricitystorage for a period of time  Supply of ancillary services for Romania and neighboring countries (frequency – power regulation, fast tertiary regulation, reactive power and operation in compensation mode) in order to meet the power quality standards  NPS balancing, considering the major increase in the portfolio of renewable sources generation capacities (wind, solar etc.) which cannot be controlled, depending on the primary sources specific to each category  Power supply in west of Romania, area characterized by a scarce production  Increase of the safety conditions in NPS operation and its exploitation under better technical and economic conditions  Sustainable alternative of the Romanian hydroelectric potential development considering the limited resources of raw material, in order to achieve cheap and non polluting energies 2014 Hidro Tarnița S.A. all rights reserved
  • 6.
    PROJECT LOCATION In thewestern region of Romania, at about 30 km distance of Cluj Napoca municipality At relatively equal distances from 2 nuclear power plants, Cernavoda in Romania and Pecs in Hungary. 2014 Hidro Tarnița S.A. all rights reserved
  • 7.
    SOMES RIVER BASIN,UPSTREAM OF CLUJ-NAPOCA MUNICPALITY HYDROELECTRIC DEVELOPMENT SCHEME PROJECT LOCATION Somesul Cald river, in the left bank adjacent to the current Tarnita storage, near Lapustesti locality, Rasca commune. Tarnita storage is commissioned since 1974 and belongs to the gravitational hydroelectric development scheme of Somesul Cald river. 2014 Hidro Tarnița S.A. all rights reserved The administrative territory of Rasca, Capusu Mare, Marisel si Gilau communes.
  • 8.
    PROJECT LOCATION Tarnita –Lapustesti is the most favorable site studied in Romania, considering the following:  Presence of Lapustesti plateau at 1,070 mdM average elevation on the left bank of Someșul Cald river, adjacent to the current Tarnita storage, plateau adequate for the construction of the upper reservoir (Lapustesti storage)  quantity of excavation = quantity of fills  Free site of upper reservoir, not occupied by human settlements  Upper reservoir is not located on a natural protected area included in the European ecological networks - Natura 2000 in Romania  Presence of the lower reservoir – Tarnita storage of 15 mil. m3 active capacity  An average gross head of 564.5 m  Length of the galleries is quite small (high pressure gallery1.1 km, low pressure gallery 1.3 km) 2014 Hidro Tarnița S.A. all rights reserved
  • 9.
    LAYOUT 2014 Hidro TarnițaS.A. all rights reserved
  • 10.
    SYNOPTIC SCHEME 2014 HidroTarnița S.A. all rights reserved
  • 11.
    DESCRIPTION AND MAINCONSTRUCTIVE CHARACTERISTICS OF DEVELOPMENT SCHEME 2014 Hidro Tarnița S.A. all rights reserved
  • 12.
    COMPONENT STRUCTURES OFDEVELOPMENT SCHEME  Upper reservoir (Lapustesti storage) of 10 mil. cu.m capacity, located on Lapustesti plateau (NWL 1,086.00 masl)  High pressure diversion, conveying the water between the upper reservoir and the underground powerhouse, consists in 2 galleries of 4.30 m inner diameter and 1,096 m length  Underground powerhouse is located on the left bank of Tarnita storage and consists in the machine hall cavern, transformers cavern. Access and connection galleries, cable gallery and operating personnel access gallery are in between  Electro-mechanical equipment from the powerhouse is made of 4 vertical Francis pump-turbine reversible units of Pi = 4 x 250 MW installed capacity, coupled to 4 motor – generator reversible units, of 15.75 kV rated voltage  Low pressure diversion conveying the water between the powerhouse and the lower reservoir consists in 2 galleries of 6.20 m inner diameter and 2 x 1.325 m length.  Lower reservoir (Tarnita storage) of 15 mil. cu.m – existing structure – located on Somesul Cald river  Connection to the National Power System (NPS) – 2 OEL 400 kV Mintia and Gadalin of about 230 km total length 2014 Hidro Tarnița S.A. all rights reserved
  • 13.
    UPPER RESERVOIR –LAPUSTESTI STORAGE Lapustesti upper reservoir is performed in a mixed solution, aiming at a better compensation of the embankments. Sealing of the upstream slope and of the reservoir bottom is made of bituminous concrete face of 16 cm thickness. Main features of the upper reservoir:  Active capacity – 10 mil. cu.m;  Crest axis length– 2,715 m;  Crest width – 7.00 m;  Crest elevation – 1,086.50 masl;  NWL – 1,086.00 masl;  Minimum operating level – 1,053.50 masl;  Upstream slope gradient – 1:1.8;  Downstream slope gradient – 1:1.8/1:2.8 with berms of 6.00 m. PLANE VIEW CROSS SECTIONS 2014 Hidro Tarnița S.A. all rights reserved
  • 14.
    HIGH PRESSURE DIVERSION LAPUSTESTIINTAKE PLANE VIEW LAPUSTESTI INTAKE CROSS SECTION High pressure diversion consists of:  Lapustesti water intakes of polygonal type are located in a trap under the elevation of the reservoir bottom;  Lapustesti intake valve house;  High pressure diversion consists in two galleries of 1,096 m length and 4.30 m inner diameter each. 2014 Hidro Tarnița S.A. all rights reserved
  • 15.
    UNDERGROUND POWERHOUSE CROSS SECTION 4binary machines are placed into the powerhouse, with the following technical features  Type – reversible Francis with vertical shaft;  Nominal net head in turbine mode – 540 m;  Maximum flow in turbine mode – 53 cu.m/s;  Maximum capacity at couple – 260 MW;  Nominal head in pump mode – 560 m;  Maximum flow in pump mode – 38 cu.m/s;  Maximum input power – 258 MW;  Runner specific diameter– 3,800 mm;  Rated speed – 600 rpm;  Counterpressure – 70 m;  Turbine shaft elevation – 444.00 masl; Machine hall cavern is 120 m length, 23 m width and 45 m height. Machine hall is served by 2 travelling cranes of 200/50 t capacity at the hook. Travelling crane is supported by a standalone structural work, with a clearance of about 16 m. 2014 Hidro Tarnița S.A. all rights reserved
  • 16.
    UNDERGROUND POWERHOUSE MACHINE HALLLEVEL  Secondary connection gallery;  Main access gallery, of about 1,070 m length and a gradient of 10%. It has the role to connect the underground and the outdoor installation platform;  Cable gallery, of about 850 m length, houses the cables used for the power transportation at 400 kV, 110 kV and 20 kV voltage, having the role of secondary access and ventilation, as well. Connection galleries between the two caverns are:  Main access gallery between the two caverns, of 35 m length;  4 connection galleries, providing the connection between the generator and transformer;  4 draft tubes galleries;  Draft tubes valves shafts; 2014 Hidro Tarnița S.A. all rights reserved
  • 17.
    UNDERGROUND POWERHOUSE Transformer cavernis of 117 m length, 19 m width and 22 m height and endowed with the following equipment:  4 power transformers, 280 MVA, 15.75/400 kV;  2 power transformers, 25 MVA, 110/15.75 kV, for the frequency converters supply;  1 power transformer, 10 MVA, 110/20 kV, for the 20 kV substation supply;  Underground substation of 400 kV;  Underground substation of 110 kV;  Underground substations of 20 kV and 6 kV. TRANSFORMER CAVERN. SUBSTATION LEVEL 469.20 masl 2014 Hidro Tarnița S.A. all rights reserved
  • 18.
    SINGLE-LINE ELECTRIC DIAGRAMOF TARNITA - LAPUSTESTI PSP 1 - 280 MVA, 15.75 kV reversible motor-generator 12 - SF6 (GIS) 110 kV outdoor substation 2 - 280 MVA block transformer 13 - 24 kV underground substation 3 - 1500 kVA, 15.75 kV transformator pentru excitatie statica 14 - 24 kV outdoor substation - cable gallery 4 - 2500 kVA, 15.75/0.4 kV transformator auxiliar 15 - 6 kV outdoor substation - cable gallery 5 - 15.75 kV inverter disconnector 16 - 2500 kVA, 20/0.4 kV auxiliary transformer 6 - 24 kV outdoor substation- galerie de acces 17 - 1500 kVA, 20/0.4 kV static excitation transformer 7 - SF6 (GIS) 400kV outdoor substation – TRANSELECTRICA 18 - 630 (400) kVA, 20(6)/0.4 kV transformer 8 – frequency converter 19 - 1600 kVA, 20/6 kV transformer 9 - 25 MVA, 110/15.75 kV transformer 20 - 2000 kVA, 6 kV Diesel unit 10 - 10 MVA, 110/20 kV transformer 21 - 400 kV cables 11 - SF6 (GIS) 110 kV underground substation 22 - 110 kV cables 2014 Hidro Tarnița S.A. all rights reserved
  • 19.
    LOW PRESSURE DIVERSION DOWNSTREAMSURGE TANK GALLERY TYPE SECTION Low pressure diversion consists of:  2 concreted galleries, of 1,325 m length each (between the surge tank downstream and the outlet) and of 6.20 m inner diameter;  2 cylindrical surge tanks, one for each gallery of the low pressure diversion;  Tarnita outlet valve chamber, one for each gallery of the low pressure diversion;  Outlets in Tarnita storage, located under the minimum operating level 514.00 masl, equipped each with one trash rack. INTAKES AND INTAKE VALVE CHAMBERS. TECHNOLOGICAL PLATFORM PLANE VIEW 2014 Hidro Tarnița S.A. all rights reserved
  • 20.
    LOWER RESERVOIR –CURRENT TARNITA STORAGE Lower reservoir represented by the existing Tarnita storage, has the following specific parameters:  Total capacity - 74 mil. cu.m;  Active capacity - 15 mil. cu.m;  Normal water level – 521.50 masl;  Gravity center level – 518.00 masl;  Minimum operating level– 514.00 masl. Tarnita dam is located on Somesul Cald river, at the thalweg elevation of 441.00 masl and it is a reinforced concrete double arch dam. TARNITA DAM DOWNSTREAM VIEW TARNITA DAM UPSTREAM VIEW 2014 Hidro Tarnița S.A. all rights reserved
  • 21.
    ENERGY AND ANCILLARYSERVICES Given the task of framing the curve load of PSHPP Tarnita Lapustesti, according to the study drawn up by a professional designer and the simulation of an operating schedule performed on a specific average week, which include functioning in pumping mode for 72 hours and in turbining mode for 48h, with 2, 3 or 4 units, result:  Energy amount produced in generator mode - 1,649,457 MWh/year; 0,78  Energy amount consumed in pump mode – 2,103,328 MWh/year; Correlated to the estimated operating schedule, both in generator mode and in pump mode, and depending on the technical characteristics, it was determined the maximum available amount of ancillary services, namely:  Secondary regulation f/P - 916,300 hMW;  Fast tertiary reserve - 4,108,650 hMW;  Dispatchable consumption- 2,352,000 hMW. Date are taken from the feasibility study drawn up by ISPH PD SA in 2014. 2014 Hidro Tarnița S.A. all rights reserved
  • 22.
    MAIN QUANTITIES OFWORKS Main quantities of works necessary for the construction of the investment project: Platforms, roads, arrangements  Overground excavation 500,000 cu.m  Overground concrete 16,000 cu.m Upper reservoir  Quantity of excavation in colluvial soil 3,050,000 cu.m  Quantity of excavation in weathered rock 1,869,000 cu.m  Quantity of excavation in bedrock 1,717,000 cu.m  Rockfills 2,587,000 cu.m  Colluvial soil fills 1,747,000 cu.m  Filters 623,200 cu.m  Face support 210,000 cu.m  Asphaltic concrete revetment 433,000 sq.m  Drainages 2,400 ml Headraces, intakes, valve chambers Powerhouse Underground excavations 160,000 cu.m; Underground excavations 400,000 cu.m; Underground concrete 122,000 cu.m; Underground concrete 82,000 cu.m; Groutings 7,000 t; Groutings 5,000 t; Linings 18,743 t. Linings 400 t. 2014 Hidro Tarnița S.A. all rights reserved
  • 23.
    MAIN QUANTITIES OFMATERIALS Main quantities of materials necessary for the construction of the investment project:  Steel concrete 15,000 t;  Metallic profiles 2,000 t;  Black sheet 72 t;  Pipes – conduits 210 t;  Cement 57,000 t;  Electric cables 8,6 km;  Timber 7,400 cu.m;  Sand 150,000 cu.m;  Gravel 400,000 cu.m;  Linings 18,743 t;  Prefabs 144 cu.m. Sites and work points shall be supplied with materials, machinery, tools, equipment etc. from the main storehouse of Gârbau, that requires upgrading works. Site organizations shall consist of:  administrative spaces, offices;  close and open material store room;  special storehouses for combustible materials;  trestles, ramps, inclined planes;  fire prevention and extinguishing sheds, as well as structures and systems of general use: roads, runways, electric networks, water networks, fencing etc. 2014 Hidro Tarnița S.A. all rights reserved
  • 24.
    NPS CONNECTION Technical analysishighlighted the fact that the routes of OEL 400 kV, connecting Tarnita Lapustesti PSP and Transelectrica (system operator), are actually included within a single corridor, outgoing from Tarnita 400 kV substation, made of 2 rows of double circuits poles. One corridor is dedicated to Tarnita-Gadalin route, of 74 km length, the second corridor being dedicated to Tarnița – Mintia route, of 158 km length. This solution provides, for each lot of 500 MVA, the discharge/supply of the power plant both towards Gadalin station and towards Mintia station, providing the adequate reliable operation of the power plant, as well. Elements of NPS connection are: - 400 kV substation - PSP double circuit OEL 400 kV – Mintia (158 km); - PSP double circuit OEL 400 kV– Cluj Gădălin (74 km). Investment related to NPS connection shall be borne by TRANSELECTRICA S.A. 2014 Hidro Tarnița S.A. all rights reserved
  • 25.
    NATIONAL ELECTRIC TRANSPORTGRID 2014 Hidro Tarnița S.A. all rights reserved Source: C.N. Transelectrica S.A.
  • 26.
    26 OMV Petrom Independent producers Hidroelectrica Self producers Electrocentrale Bucuresti Nuclearelectrica CE Hunedoara GENERATION CE Oltenia TRANSMISSION Balancing Market Operator Transmission System Operator Market Operator Transelectrica E.ON Moldova ENELBanat Electrica Muntenia Nord CEZ Oltenia ENEL Dobrogea ENEL Muntenia Sud Electrica Transilvania Sud Electrica Transilvania Nord DISTRIBUTION CUSTOMERS Eligible customers Households and small to medium entreprise Export import ROMANIAN ENERGY MARKET – STRUCTURE 2014 Hidro Tarnița S.A. all rights reserved
  • 27.
    27 CUSTOMERS 20.8 TWh 25.1TWh 1.1/1.4 TWh Consumers Supplied on the Regulated Market (Captive Consumers) 8.9 mn consumers Consumers Supplied on the Competitive Market (Eligible Consumers) 0.01 mn consumers Export / Import SUPPLY Enel Energie E,ON Moldova Furnizare Enel Energie Muntenia CEZ Vanzare Electrica Furnizare Electricity Suppliers on the Wholesale Market Electricity Suppliers on the Retail Market Incumbent Suppliers DISTRIBUTION Electrica Transilvania Sud 12.8% Electrica Transilvania Nord 11.0% Enel Distributie Muntenia 14.9% Enel Distributie Banat 9.2% Enel Distributie Dobrogea 8.7% CEZ Distributie 16.8% Electrica Muntenia Nord 15.4% E,ON Moldova Distributie 11.2% 41.5 TWh TRANSMISSION TRANSELECTRICA Balancing Market Operator Transmission System Operator Market Operator GENERATION Hidroelectrica 21.2% Nuclearelectrica 20.2% Electrocentrale Bucuresti 6.7% CE Hunedoara 6.0% OMV Petrom 3.5% R,A,A,N, 2.4% CE Oltenia 30.6% Others 9.4% 52.1 TWh Source: ANRE reports, ROMANIAN ENERGY MARKET – KEY DATA 2014 Hidro Tarnița S.A. all rights reserved
  • 28.
    28 Fuel Type Installed capacity[MW] 01.01.2011 01.01.2012 01.01.2013 01.01.2014 Coal 7141 7091 7025 6615 Hydrocarbon 4647 5519 5418 5464 Nuclear 1413 1413 1413 1413 Hydro 6499 6522 6563 6648 Wind 466 1140 1941 2605 Biomass 23 26 38 96 Photovoltaic - 1 29 862 Geothermal - - 0.05 0 Total 20,189 21,712 22,427 23,703 Coal, 6615 MW Hydrocarbon 5464 MW Hydro, 6648 MW Biomass, 96 MW Nuclear, 1413 MW Wind, 2605 MW Photovoltaic, 862 MW Installed capacity as of 01.01.2014 NPS – National Power System STRUCTURE OF INSTALLED CAPACITY IN NPS AS OF 01.01.2014 2014 Hidro Tarnița S.A. all rights reserved
  • 29.
    29 Coal, 17400 GWh, 30% Hydrocarbon, 9117GWh, 15%Hydro, 15090 GWh, 26% Biomass, 302 GWh, 0% Nuclear, 11614 GWh, 20% Wind, 4693 GWh, 8% Photovoltaic, 355 GWh, 1% Structure of power generation in 2013 STRUCTURE OF POWER GENERATION IN 2013 2014 Hidro Tarnița S.A. all rights reserved
  • 30.
    30 INTERNAL CONSUMPTION (TWh):2008–2013 139.8 118.2 124.3 131.3 131.7 141.6 147.4 2008 2009 2010 2011 2012 2013 f 2014 f f -Forecast GDP (EUR mn) : 2008–2014 GDP AND INTERNAL CONSUMPTION GROWTH: 2008–2013 (%) REGULATED QUANTITIES (TWh): 2008–2013 54.6 49.9 52 53.7 52.4 49.8 2008 2009 2010 2011 2012 2013 -6.6 -1.1 2.2 0.7 -5-8.6 4.2 3.3 -2.4 3.5 2009 2010 2011 2012 2013 e Cresterea consumului intern PIB* Source: 1. ANRE 2. INS * PIB = GDP (Gross Domestic Product) 54.6 49.9 52 53.7 52.4 49.8 23.4 23 21.6 20.3 20.9 15.4 2008 2009 2010 2011 2012 2013 Total Market Regulated Market INTERNAL CONSUMPTION 2008 - 2013 2014 Hidro Tarnița S.A. all rights reserved
  • 31.
    31 KEY MATTERS FINALSHAREHOLDING STRUCTURE SAPE ELECTRICA 25% COMPLEXUL ENERGETIC HUNEDOARA 25% NUCLEARELECTRICA 25% COMPLEXUL ENERGETIC OLTENIA 25% • 1980 – 2008 – preparation of studies, support schemes and feasibility studies • 2008 – feasibility study ISPH SA • 2013 – Government Memorandum regarding the approval of project implementation • 2013 – establishment of SPV – Hidro Tarnita SA and registration with ONRC • 2014 – update of the Feasibility Study ISPH • 2014 - Government Memorandum regarding the approval of investors selection procedure guidelines MILESTONES Company dedicated to a strategic project of national interest Development of the CHEAP Tarnița Lăpuștești project Romanian Government approval by Memorandum Shareholders of the Romanian party: majority State- owned companies PRESENTATION OF THE SPECIAL PURPOSE VEHICLE (SPV) Hidro Tarnita SA
  • 32.
    PROJECT GRAPHIC MATERIAL 2014Hidro Tarnița S.A. all rights reserved Lapustesti plateau view
  • 33.
    UPPER PLATEAU LAPUSTESTI 2014Hidro Tarnița S.A. all rights reserved
  • 34.
    TARNITA LAKE 2014 HidroTarnița S.A. all rights reserved
  • 35.
    TARNITA DAM 2014 HidroTarnița S.A. all rights reserved
  • 36.
    2014 Hidro TarnițaS.A. all rights reserved HIDRO TARNIȚA S.A. Bdul Carol I, nr. 29, etaj 4, camerele 405-406 si 416-418, sector 2, Bucuresti, Romania contact@hidrotarnita.ro www.hidrotarnita.ro Telefon: +40 21 313 83 29 Fax: +40 21 313 51 30