4. HYDROELECTRIC
POWER GENERATION
Hydropower plants harness the potential energy
within falling water and utilise rotodynamic
}
machinery to convert that energy to electricity
The theoretical water power Pwa,th between two
points for a moving body of water can be
determined by:
5. HYDROELECTRIC
POWER GENERATION
Hydropower plants harness the potential energy
within falling water and utilise rotodynamic
}
machinery to convert that energy to electricity
The theoretical water power Pwa,th between two
points for a moving body of water can be
determined by:
&
Pwa,th = ρwa gVwa ( hhw − htw )
6.
7. Applying Bernoulli’s equation two reference points and , up and
downstream of the hydroelectric power plant;
2 2 2
p1 uwa,1 p2 uwa,2 uwa,2
+ z1 + = + z2 + +α = const.
ρwa,1g 2g ρwa,2 g 2g 2g
where;
p
= pressure head
ρwa g
z = potential energy head
2
uwa
= kinetic energy
2g
2
uwa
α = lost energy
2g
26. CATEGORISATION
Low-head plants: Are categorised by large flow rates and
relatively low heads (less than 20 m). Typically these are run-of-
river power plants i.e. harness the flow of the river
}
27. CATEGORISATION
Low-head plants: Are categorised by large flow rates and
relatively low heads (less than 20 m). Typically these are run-of-
river power plants i.e. harness the flow of the river
}
Medium-head plants: This category of plant uses the head
created by a dam (20 - 100 m) and the average discharges used by
the turbines result from reservoir management
28. CATEGORISATION
Low-head plants: Are categorised by large flow rates and
relatively low heads (less than 20 m). Typically these are run-of-
river power plants i.e. harness the flow of the river
}
Medium-head plants: This category of plant uses the head
created by a dam (20 - 100 m) and the average discharges used by
the turbines result from reservoir management
High-head plants: Found in mountainous regions with typical
heads of 100 - 2,000 m. Flow rates are typically low and therefore
the power results from high heads
30. DIVERSION TYPE
}
}
Source: http://maps.google.com/maps?f=q&source=s_q&hl=en&geocode=&q=45%C2%B038%E2%80%B239%E2%80%B3N+121%C2%B056%E2%80%B226%E2%80%B3W&aq=&sll=37.052985,37.890472&sspn=1.008309,1.767426&ie=UTF8&ll=45.644288,-121.940603&spn=0.027602,0.055232&t=k&z=15
31. DIVERSION TYPE
}
}
name: Bonneville Dam
river: Columbia River
location: Oregon, USA
head: 18 m
no. turbine’s: 20
capacity: 1092.9 MW
Source: http://maps.google.com/maps?f=q&source=s_q&hl=en&geocode=&q=45%C2%B038%E2%80%B239%E2%80%B3N+121%C2%B056%E2%80%B226%E2%80%B3W&aq=&sll=37.052985,37.890472&sspn=1.008309,1.767426&ie=UTF8&ll=45.644288,-121.940603&spn=0.027602,0.055232&t=k&z=15
34. RUN-OF-RIVER
}
name: Little Goose Dam
river: Lake Bryan
location: Washington, USA
head: 30 m
no. turbine’s: 6
capacity: 932 MW
Source: http://maps.google.com/maps?f=q&source=s_q&hl=en&geocode=&q=46%C2%B035%E2%80%B215%E2%80%B3N+118%C2%B001%E2%80%B234%E2%80%B3W&aq=&sll=24.943901,105.113523&sspn=0.035799,0.059094&ie=UTF8&t=k&z=15
39. Hydroelectric power stations
Low-head
power stations
Run-of-river
power stations
Detached Joined Submerged
power stations power stations power stations
40. Hydroelectric power stations
Low-head
power stations
Run-of-river
power stations
Detached Joined Submerged
power stations power stations power stations
Run-of-river power stations
41. Hydroelectric power stations
Low-head Medium-head High-head
power stations power stations power stations
Run-of-river
power stations
Detached Joined Submerged
power stations power stations power stations
Run-of-river power stations
42. Hydroelectric power stations
Low-head Medium-head High-head
power stations power stations power stations
Run-of-river Storage
power stations power stations
Detached Joined Submerged
power stations power stations power stations
Run-of-river power stations
43. Hydroelectric power stations
Low-head Medium-head High-head
power stations power stations power stations
Run-of-river Storage
power stations power stations
Detached Joined Submerged
power stations power stations power stations
Run-of-river power stations Storage power stations
44. Hydroelectric power stations
Low-head Medium-head High-head
power stations power stations power stations
Run-of-river Storage
power stations power stations
Detached Joined Submerged
power stations power stations power stations
Series of power stations
with head reservoir
Run-of-river power stations Storage power stations
45. Hydroelectric power stations
Low-head Medium-head High-head
power stations power stations power stations
Run-of-river Storage
power stations power stations
Detached Joined Submerged
power stations power stations power stations
Series of power stations
with head reservoir
Run-of-river power stations Storage power stations
47. SYSTEM COMPONENTS
Dams - are fixed structure and enables a controlled
flow of water from the reservoir to the powerhouse.
}
48. SYSTEM COMPONENTS
Dams - are fixed structure and enables a controlled
flow of water from the reservoir to the powerhouse.
}
Weirs - can be either fixed or movable
49. SYSTEM COMPONENTS
Dams - are fixed structure and enables a controlled
flow of water from the reservoir to the powerhouse.
}
Weirs - can be either fixed or movable
50. SYSTEM COMPONENTS
Dams - are fixed structure and enables a controlled
flow of water from the reservoir to the powerhouse.
}
Weirs - can be either fixed or movable
Barrages - have moveable gates
51. SYSTEM COMPONENTS
Dams - are fixed structure and enables a controlled
flow of water from the reservoir to the powerhouse.
}
Weirs - can be either fixed or movable
Barrages - have moveable gates
Reservoirs - A supplementary supply of water
52. SYSTEM COMPONENTS
Dams - are fixed structure and enables a controlled
flow of water from the reservoir to the powerhouse.
}
Weirs - can be either fixed or movable
Barrages - have moveable gates
Reservoirs - A supplementary supply of water
Intake, penstock, powerhouse, tailrace (discussed above)
55. SOCIAL &
ENVIRONMENTAL ASPECTS
Hydroelectric power is a mature technology used in many
countries, producing about 20% of the world’s electric power.
}
56. SOCIAL &
ENVIRONMENTAL ASPECTS
Hydroelectric power is a mature technology used in many
countries, producing about 20% of the world’s electric power.
}
Hydroelectric power accounts for over 90% of the total
electricity supply in some countries including Brazil &
Norway,
57. SOCIAL &
ENVIRONMENTAL ASPECTS
Hydroelectric power is a mature technology used in many
countries, producing about 20% of the world’s electric power.
}
Hydroelectric power accounts for over 90% of the total
electricity supply in some countries including Brazil &
Norway,
Long-lasting with relatively low maintenance requirements:
many systems have been in continuous use for over fifty
years and some installations still function after 100 years.
58.
59. The relatively large initial capital cost has long since been
written off, the ‘levelised’ cost of power produced is less than
non-renewable sources requiring expenditure on fuel and
more frequent replacement of plant.
60. The relatively large initial capital cost has long since been
written off, the ‘levelised’ cost of power produced is less than
non-renewable sources requiring expenditure on fuel and
more frequent replacement of plant.
The complications of hydro-power systems arise mostly from
associated dams and reservoirs, particularly on the large-scale
projects.
61. The relatively large initial capital cost has long since been
written off, the ‘levelised’ cost of power produced is less than
non-renewable sources requiring expenditure on fuel and
more frequent replacement of plant.
The complications of hydro-power systems arise mostly from
associated dams and reservoirs, particularly on the large-scale
projects.
Most rivers, including large rivers with continental-scale
catchments, such as the Nile, the Zambesi and the Yangtze,
have large seasonal flows making floods a major
characteristic.
62.
63. Therefore most large dams are (i.e. those >15m high) are
built for more than one purpose, apart from the significant
aim of electricity generation, e.g. water storage for potable
supply and irrigation, controlling river flow and mitigating
floods, road crossings, leisure activities and fisheries.
64. Therefore most large dams are (i.e. those >15m high) are
built for more than one purpose, apart from the significant
aim of electricity generation, e.g. water storage for potable
supply and irrigation, controlling river flow and mitigating
floods, road crossings, leisure activities and fisheries.
Countering the benefits of hydroelectric power are excessive
debt burden (dams are often the largest single investment
project in a country), cost over-runs, displacement and
impoverishment of people, destruction of important eco-
systems and fishery resources, and the inequitable sharing of
costs and benefits.
65. Therefore most large dams are (i.e. those >15m high) are
built for more than one purpose, apart from the significant
aim of electricity generation, e.g. water storage for potable
supply and irrigation, controlling river flow and mitigating
floods, road crossings, leisure activities and fisheries.
Countering the benefits of hydroelectric power are excessive
debt burden (dams are often the largest single investment
project in a country), cost over-runs, displacement and
impoverishment of people, destruction of important eco-
systems and fishery resources, and the inequitable sharing of
costs and benefits.
For example, over 3 million people were displaced by the
construction of the Three Gorges dam in China....
Hinweis der Redaktion
\n
Transfer losses will arises within a hydroelectric power plant and as a consequence only a portion of the theoretical power will be utilised for the generation of electricity. Bernoulli’s equation can be applied to illustrate this.\n
Transfer losses will arises within a hydroelectric power plant and as a consequence only a portion of the theoretical power will be utilised for the generation of electricity. Bernoulli’s equation can be applied to illustrate this.\n
Transfer losses will arises within a hydroelectric power plant and as a consequence only a portion of the theoretical power will be utilised for the generation of electricity. Bernoulli’s equation can be applied to illustrate this.\n
Transfer losses will arises within a hydroelectric power plant and as a consequence only a portion of the theoretical power will be utilised for the generation of electricity. Bernoulli’s equation can be applied to illustrate this.\n
α is the loss coefficient. The lost energy cannot be utilised and arises as a result of friction, i.e. friction converts it into heat. \n\nRecall the final example in the previous set of slides.\n
α is the loss coefficient. The lost energy cannot be utilised and arises as a result of friction, i.e. friction converts it into heat. \n\nRecall the final example in the previous set of slides.\n
α is the loss coefficient. The lost energy cannot be utilised and arises as a result of friction, i.e. friction converts it into heat. \n\nRecall the final example in the previous set of slides.\n
α is the loss coefficient. The lost energy cannot be utilised and arises as a result of friction, i.e. friction converts it into heat. \n\nRecall the final example in the previous set of slides.\n
\n
\n
\n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
A typical hydroelectric power station can be divided into three main sections, the intake works, the penstock and the powerhouse/tailrace. The body of fluid is channeled through the intake works down the penstock into the turbine causing it to rotate. The rotating turbine in turn causes the generator to which it is coupled to rotate and thereby electricity is generated. The fluid flows out of the turbine along the draft tube and into the tail race. \n
Hydroelectric power plants can be categorised as low, medium or high head power stations. Additionally, these power plants can be categorised as run-of-river or hydroelectric power stations with reservoirs. The definition between small and large power plants is somewhat blurred with different geographical region, e.g. in Germany anything greater than 1MW is categorised as large whereas in Russia anything greater that 10MW gets classification. \n
Hydroelectric power plants can be categorised as low, medium or high head power stations. Additionally, these power plants can be categorised as run-of-river or hydroelectric power stations with reservoirs. The definition between small and large power plants is somewhat blurred with different geographical region, e.g. in Germany anything greater than 1MW is categorised as large whereas in Russia anything greater that 10MW gets classification. \n
Hydroelectric power plants can be categorised as low, medium or high head power stations. Additionally, these power plants can be categorised as run-of-river or hydroelectric power stations with reservoirs. The definition between small and large power plants is somewhat blurred with different geographical region, e.g. in Germany anything greater than 1MW is categorised as large whereas in Russia anything greater that 10MW gets classification. \n
Hydroelectric power plants can be categorised as low, medium or high head power stations. Additionally, these power plants can be categorised as run-of-river or hydroelectric power stations with reservoirs. The definition between small and large power plants is somewhat blurred with different geographical region, e.g. in Germany anything greater than 1MW is categorised as large whereas in Russia anything greater that 10MW gets classification. \n
Low-head hydroelectric power plants can be further divided into two distinct configurations. \nDiversion type - The power “station” (as distinct from power house) is located outside the riverbed, typically along the course of a man made canal into which the water flow is diverted. The flow is diverted at the a dam into a head race or pipeline, channeled to the power “station” where power is extracted by turbines, and the transferred back into the river at the tailrace. \n\nIt can be argued that the configuration of the Bonneville Dam is either a run of river or diversion type. \n
Low-head hydroelectric power plants can be further divided into two distinct configurations. \nDiversion type - The power “station” (as distinct from power house) is located outside the riverbed, typically along the course of a man made canal into which the water flow is diverted. The flow is diverted at the a dam into a head race or pipeline, channeled to the power “station” where power is extracted by turbines, and the transferred back into the river at the tailrace. \n\nIt can be argued that the configuration of the Bonneville Dam is either a run of river or diversion type. \n
Run-of-River - The power station is built directly into the riverbed. This configuration services multiple purposes, electrical generation, flood management, navigation and groundwater stabilisation. Run-of-River configurations can have alternative arrangements:\n\nConventional block design - The powerhouse and the dam are perpendicular to the flow of the river. This design is only suitable if there is no risk of upstream flooding.\nIndented power station - In this case the powerhouse is positioned in an artificial bay outside the riverbed and is preferred arrangement for narrow rivers, i.e. the dam can use the entire width of the river.\nTwin block power station - This configuration utilises two power houses, one on either side of the dam. This is attractive arrangement for rivers which form a border between two countries, i.e. both can have an independent powerhouse. \nPower station in pier - As the name suggests, the mechanical systems and powerhouse are build into the piers. This saves space, however it’s selection is dependent on favourable flow conveyance characteristics.\nSubmersible - Power station and dam are built in one block.\n
Run-of-River - The power station is built directly into the riverbed. This configuration services multiple purposes, electrical generation, flood management, navigation and groundwater stabilisation. Run-of-River configurations can have alternative arrangements:\n\nConventional block design - The powerhouse and the dam are perpendicular to the flow of the river. This design is only suitable if there is no risk of upstream flooding.\nIndented power station - In this case the powerhouse is positioned in an artificial bay outside the riverbed and is preferred arrangement for narrow rivers, i.e. the dam can use the entire width of the river.\nTwin block power station - This configuration utilises two power houses, one on either side of the dam. This is attractive arrangement for rivers which form a border between two countries, i.e. both can have an independent powerhouse. \nPower station in pier - As the name suggests, the mechanical systems and powerhouse are build into the piers. This saves space, however it’s selection is dependent on favourable flow conveyance characteristics.\nSubmersible - Power station and dam are built in one block.\n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
Auxiliary plants have recently gained popularity. These can be found in drinking water supply systems. The water is transported from a high level reservoir to the consumer via high pressure piping networks. Turbines or pumps operating in reverse are installed into such piping networks and therefore, surplus energy can be extract. These plants are attractive given that the turbine or reversible pump is the only additional costs incurred. The economic and environmental benefits out weight the initial cost. \n
The Dam is the interface between the reservoir and the penstock. In essence these structures allow a large volume of water to build up. This water can then be released in a controlled manner. It is essential the dam and associated spillway are also capable of handling seasonal variations, maintaining an adequate reservoir level at all times and conveying floods if and when such arise. \n\nDams can be constructed in the form of fixed (and in some cases movable) weirs, barrages, embankments of rock and/or earth, or mass concrete. \n\nIf the head water needs to be kept at a constant in small hydroelectric power plants (typically run of river configurations), weirs or barrages with movable gates are selected. If the flow exceeds the design specification of the turbines then the excess water can be released by opening the gates. \n\nWhere the headwater does not need to be maintained (typically diversion configurations) dams without moveable gates are appropriate. \n\nReservoirs can occur naturally (lakes) or can be man made. They help create a balance between the fluctuating water supply and electrical demand. Pumped storage stations can store surplus supply for peak load power requirements. \n
The Dam is the interface between the reservoir and the penstock. In essence these structures allow a large volume of water to build up. This water can then be released in a controlled manner. It is essential the dam and associated spillway are also capable of handling seasonal variations, maintaining an adequate reservoir level at all times and conveying floods if and when such arise. \n\nDams can be constructed in the form of fixed (and in some cases movable) weirs, barrages, embankments of rock and/or earth, or mass concrete. \n\nIf the head water needs to be kept at a constant in small hydroelectric power plants (typically run of river configurations), weirs or barrages with movable gates are selected. If the flow exceeds the design specification of the turbines then the excess water can be released by opening the gates. \n\nWhere the headwater does not need to be maintained (typically diversion configurations) dams without moveable gates are appropriate. \n\nReservoirs can occur naturally (lakes) or can be man made. They help create a balance between the fluctuating water supply and electrical demand. Pumped storage stations can store surplus supply for peak load power requirements. \n
The Dam is the interface between the reservoir and the penstock. In essence these structures allow a large volume of water to build up. This water can then be released in a controlled manner. It is essential the dam and associated spillway are also capable of handling seasonal variations, maintaining an adequate reservoir level at all times and conveying floods if and when such arise. \n\nDams can be constructed in the form of fixed (and in some cases movable) weirs, barrages, embankments of rock and/or earth, or mass concrete. \n\nIf the head water needs to be kept at a constant in small hydroelectric power plants (typically run of river configurations), weirs or barrages with movable gates are selected. If the flow exceeds the design specification of the turbines then the excess water can be released by opening the gates. \n\nWhere the headwater does not need to be maintained (typically diversion configurations) dams without moveable gates are appropriate. \n\nReservoirs can occur naturally (lakes) or can be man made. They help create a balance between the fluctuating water supply and electrical demand. Pumped storage stations can store surplus supply for peak load power requirements. \n
The Dam is the interface between the reservoir and the penstock. In essence these structures allow a large volume of water to build up. This water can then be released in a controlled manner. It is essential the dam and associated spillway are also capable of handling seasonal variations, maintaining an adequate reservoir level at all times and conveying floods if and when such arise. \n\nDams can be constructed in the form of fixed (and in some cases movable) weirs, barrages, embankments of rock and/or earth, or mass concrete. \n\nIf the head water needs to be kept at a constant in small hydroelectric power plants (typically run of river configurations), weirs or barrages with movable gates are selected. If the flow exceeds the design specification of the turbines then the excess water can be released by opening the gates. \n\nWhere the headwater does not need to be maintained (typically diversion configurations) dams without moveable gates are appropriate. \n\nReservoirs can occur naturally (lakes) or can be man made. They help create a balance between the fluctuating water supply and electrical demand. Pumped storage stations can store surplus supply for peak load power requirements. \n
The Dam is the interface between the reservoir and the penstock. In essence these structures allow a large volume of water to build up. This water can then be released in a controlled manner. It is essential the dam and associated spillway are also capable of handling seasonal variations, maintaining an adequate reservoir level at all times and conveying floods if and when such arise. \n\nDams can be constructed in the form of fixed (and in some cases movable) weirs, barrages, embankments of rock and/or earth, or mass concrete. \n\nIf the head water needs to be kept at a constant in small hydroelectric power plants (typically run of river configurations), weirs or barrages with movable gates are selected. If the flow exceeds the design specification of the turbines then the excess water can be released by opening the gates. \n\nWhere the headwater does not need to be maintained (typically diversion configurations) dams without moveable gates are appropriate. \n\nReservoirs can occur naturally (lakes) or can be man made. They help create a balance between the fluctuating water supply and electrical demand. Pumped storage stations can store surplus supply for peak load power requirements. \n
The Dam is the interface between the reservoir and the penstock. In essence these structures allow a large volume of water to build up. This water can then be released in a controlled manner. It is essential the dam and associated spillway are also capable of handling seasonal variations, maintaining an adequate reservoir level at all times and conveying floods if and when such arise. \n\nDams can be constructed in the form of fixed (and in some cases movable) weirs, barrages, embankments of rock and/or earth, or mass concrete. \n\nIf the head water needs to be kept at a constant in small hydroelectric power plants (typically run of river configurations), weirs or barrages with movable gates are selected. If the flow exceeds the design specification of the turbines then the excess water can be released by opening the gates. \n\nWhere the headwater does not need to be maintained (typically diversion configurations) dams without moveable gates are appropriate. \n\nReservoirs can occur naturally (lakes) or can be man made. They help create a balance between the fluctuating water supply and electrical demand. Pumped storage stations can store surplus supply for peak load power requirements. \n
The Dam is the interface between the reservoir and the penstock. In essence these structures allow a large volume of water to build up. This water can then be released in a controlled manner. It is essential the dam and associated spillway are also capable of handling seasonal variations, maintaining an adequate reservoir level at all times and conveying floods if and when such arise. \n\nDams can be constructed in the form of fixed (and in some cases movable) weirs, barrages, embankments of rock and/or earth, or mass concrete. \n\nIf the head water needs to be kept at a constant in small hydroelectric power plants (typically run of river configurations), weirs or barrages with movable gates are selected. If the flow exceeds the design specification of the turbines then the excess water can be released by opening the gates. \n\nWhere the headwater does not need to be maintained (typically diversion configurations) dams without moveable gates are appropriate. \n\nReservoirs can occur naturally (lakes) or can be man made. They help create a balance between the fluctuating water supply and electrical demand. Pumped storage stations can store surplus supply for peak load power requirements. \n
Power house \nThese fossil like structures are in face turbines that generate hydroelectric power at the Three Gorges Dam in Yichang, China - currently the world’s largest electricity-generating plant.\n\nThe turbines are know as Francis Inlet Scrolls. Each spiral-shaped turbine is up to 10.5 m wide and generates electricity by using the high pressure water flowing through them to turn a wheel attached to a dynamo.\n\nBuilding work for the Three Gorges Dam began in December 1994 and is not expected to be completed until next year, even though it’s already generating power. When it’s fully operational, the total electric generating capacity will be up to 22.5 GW. It was hoped the dam would provide 10 per cent of China’s power, but increased demand means that figure will probably only be three per cent. \n\nDespite being hailed by the Chinese state as a success, the dam is a controversal issue. Important archaeological and cultural sites had to be flooded, and over 1.3 million people were moved from their homes to make way for it. The dam has also been identified as a contributing factor to the extinction of the Yangtze River dolphin.\n\nSource: Focus Magazine November 2010 pages 8-9\n