Chapter9 Hydropower Flashcards

1
Q

Worldwide distribution and utilisation of hydro potentials

A
  • Almost half of the world’s electrical energy could be supplied by hydro power plants (economically feasibly!)
  • Hydro power development in Africa, Asia and South America holds a great potential
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2
Q

1.Basics of hydropower generation:

Okey let’s review some basics from high school, what is the hydrologic water circuit? what are its phases ?

A
  1. Evaporation in form of vapour
  2. Condensation in form of clouds
  3. Transportation by the wind (advection)
  4. Precipitation in case the wind transport the thingies up –> condensation increases
  5. Rainfall reaches the ground hurraay: - Surface runoff –> collects in creeks and rivers
  6. Infiltration/ percolation: soil moisture increases, which feeds up the groundwater table, partly re-apparition in rivers later
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3
Q

1.Basics of hydropower generation

What is Hydroenergy? where can it be found?

A

Hydroenergy = energy in moving water

  • Energy in falling water:
  • river hydropower plants
  • hydroelectric-dam power plants
  • pumped-storage hydropower plants
  • Energie of waves
  • Tidal energy
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4
Q

_1.Basics of hydropower generatio_n

Give the expression of potential energy!

A

Potential energy

EP = m * g * h

m = mass of water (kg)

g = gravity acceleration = 9.8 (m/s2)

h = distance of water fall - head (m)

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5
Q

1.Basics of hydropower generation

Give the expression of power in falling water! and the generated electrical power

A

Power in falling water

PH = EP/ t = Q * ρ * h * g Q = m/(ρ*t)

Q = volume flow of water (m3/s)

ρ = density of water (kg/m3)

t = time (s)

Turbine takes energy from the falling water so potential energy is converted to rotational energy, the rotation of turbine activates generator which generates electricity. Then a transformer adjusts voltage in the connection to the grid

–> Electrical power generation in hydro-turbines

Pel = η * PH

η = conversion factor (efficiency) of the hydropower plant

η = ηT * ηG * (1- f)

  • T = turbine
  • G = generator
  • f = factor of additional losses (transformer, gear,…),
  • à usually 0.03…0.1
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6
Q

1.Basics of hydropower generation

Functional principle of water turbines?

A
  • Common basic principle of all kinds of fluid machinery used in Hydro Power: (water wheels, Pelton, Francis or Kaplan turbines)
  • The fluid is conveyed onto the runner in a way that it exerts a force in circumferential direction, thus producing a driving torque M = F · r
  • The force can be a gravity, impulse, pressure or lifting force or a combination of these.
  • The layout of the waterway can be
    • straight and tangential to the runner (undershot water wheel, Pelton turbine)
    • spiral-shaped around the runner (Francis and Kaplan turbine)
    • axial with a swirl around the runner axis (Kaplan bulb turbine)

Leaving aside the water wheels, we need to distinguish between impulse turbines and reaction turbines.

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7
Q

1.Basics of hydropower generation

Types of hydro turbines?

A

Impulse turbines: Pelton and cross flow turbines

Reaction turbines: Francis-, Deriaz-, Kaplan- and Kaplan bulb turbines

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8
Q

Impulse turbines: Pelton and cross flow turbines, how does it work?

A
  • The energy conversion within the turbine runner is performed at constant (=ambient) pressure.
  • All the energy available at the pressure inlet of the turbine is converted into
  • kinetic energy of the free jet leaving the nozzle.
  • This kinetic energy is then converted into mechanical energy in the buckets of the turbine runner while the pressure remains constant.
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9
Q

Reaction turbines : Francis-, Deriaz-, Kaplan- and Kaplan bulb turbines

A
  • The static pressure at the runner inlet is higher than at the runner exit.
  • The pressure energy available at the turbine inlet is only partly converted into kinetic energy due to acceleration in the spiral case, the stay vanes and the guide vanes.
  • Most of this kinetic energy and the remaining pressure energy are converted into mechanical energy in the turbine runner.
  • The draft tube converts the kinetic energy remaining at the runner outlet into pressure, thus contributing to the pressure drop across the runner.
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10
Q

1.Basics of hydropower generation

Characteristics of Kaplan Turbines?

A

-Low h, high Q

à river power plants

  • ηT = 80-95%
  • 50 kW – 100 MW

They are normally double-regulated, i.e. guide vane and runner blade angle are separately adjustable. Thus, a high efficiency over a wide range of flow rates is achieved.

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11
Q

1.Basics of hydropower generation

Francis turbines?

A

Francis turbines are reaction turbines, meaning that both pressure and kinetic energy are converted by the runner. The machines are completely filled with fluid and lie typically below the tailwater level to avoid cavitation. They can also be built as reversible pump turbines: By operating the runner in the opposite direction of rotation the turbine works as a pump.

  • High levels of h –> Hydroel. dam and pump storage plants
  • ηT = > 90%, but poor at partial load
  • 20 kW - 700 MW
  • slow, normal, fast moving turbines
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12
Q

1.Basics of hydropower generation

Low specific speed Francis turbines ?

Medium specific speed Francis turbines?

High specific speed Francis turbine?

A

Low specific speed Francis turbines

  • Highest head and smallest discharge in the Francis turbine range
  • Flat, disc-shaped runner: flow is in is mainly in a radial (inward) direction (radial turbine)
  • High pressures: thick-walled, strong spiral case

Medium specific speed Francis turbines

  • Runner flow is in radial-axial (diagonal) direction

High specific speed Francis turbines

  • Lowest head and greatest discharge in the Francis turbine range
  • Runner flow is in radial-axial (diagonal) direction
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13
Q

1.Basics of hydropower generation

Pelton turbines and their application range?

A

Nozzle: Conversion of pressure energy into kinetic energy of a free jet
partially impacted runner, running in air: deceleration of the free jet under ambient pressure (constant pressure turbine / impulse turbine , Gleichdruckturbine)
dry buckets should not hit the tailwater surface

  • High levels of h –> Hydroel. dam and pump storage plants
  • water injection by jet nozzles
  • 1-8 jet nozzles depending on Q
  • jet nozzles: exit speed up to 200 m/s
  • ηT = 90-95%
  • 5kW – 300 MW
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14
Q

2.1 Hydropower plants

What’s the annual electricity yield?

A

Annual electricity yield:

Eel = ∑ t(Qi) * Pi

Pi = power generation at Qi

t(Qi)=i operational time per year at Qi

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15
Q

Give the following expressions:

Expression of Hydropower generation by river power plants

Expression of Rated capacity hydropower generation

A

Pel = ηT * ηG * (1- f) * g * ρ * h * Q

  • Q = volume flow of water (m3/s) h = head (m)
  • ρ = density of water (kg/m3) t = time (s)
  • f = factor of additional losses (transformer, gear,…), usually 0.03…0.1
  • W = water level of river (m)
  • WR = rated capacity water level (m)
  • QR = rated volume flow (m3/s)
  • hR = rated head (m)
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16
Q

2.1 Hydropower plants

How are the rated capacity levels to be designed?

A

The rated capacity levels have to be designed to maintain high efficiencies of power generation allover the year.

Usually QR < Qmax

17
Q

2.1 Hydropower plants

How do Pel and Pel,R relate to each other if ηT and W are near the rated capacity levels?

Prove it through playing with their expressions!

A

Pel ≈ Pel,R * Q / QR

18
Q

2.1 Hydropower plants

What are the benefits and drawbacks of a river hydropower plant?

A

Benefits

  • Mature and well proofed technology
  • Low costs of power generation (Germany: 3 – 25 €-ct / kWh, depending on plant size)
  • Moderate environmental impacts: e.g. no flooding of large parts of land required

Drawbacks

  • Power production depends on natural run-off of water
  • Suitable locations for river hydropwer plants limited
19
Q

Land based Hydro Power Plants (HPP’s).

A

can be categorized according to two criteria:

  • head: low, medium and high head plants (<25m / 25 ..250m / >250 m)
  • utilisation mode: run-of-the-river plants and storage plants

The pumped storage plants which are used to store excess electrical energy belong to the storage plants.

20
Q

2.2.Hydroelectric-dam power plants

How do they work?

A
  1. Installation at natural lakes or installation of embanked lakes (reservoirs)
  2. Power generation by turbine and generator
  3. Large reservoir allow control of Q and P à „on-demand“ power generation
  4. Usually large scale plants à capacities up to ~ 18,000 MW (Three Gorges Dam, China)
21
Q

2.3 Pumped-storage plants

  • When are storage plants used?
  • How do their operation schemes look like?
A
  • Storage plants are mainly used to satisfy peak load demand. They have a reservoir which permits to hold back the natural inflow over a certain period of time.
  • Depending on the storage capacity and the temporal usage, they are operated under a yearly, weekly or daily operation scheme, thus being termed annual, weekly or daily storage reservoirs. (Jahres- Wochen- oder Tagesspeicher)
  • As the energy contained in a given volume of water is in direct proportion to the head, storage plants are normally medium or high head plants.
  • The reservoir is usually created by building a dam in a suitable location of the natural river valley.
  • From the reservoir, the water is conveyed by an open channel or a headrace tunnel (Freispiegelgerinne oder Druckstollen) and a usually steeply descending penstock (Druckrohrleitung) to the power house which is situated farther below in the valley.
  • A further type is the barrage plant (Talsperrenkraftwerk), where the power house is integrated into the base of the dam.
22
Q

2.3 Pumped-storage plants

Pumped storage plants?

A
  • basically built like other high head storage plants
  • powerhouse contains pumps and turbines or reversible pump turbines
  • waterways must be suitable for turbine and pumping flow direction!

Excess electrical energy is used to pump water into a reservoir at higher elevation (pumping operation). The energy stored as potential energy is re- converted into electrical energy when needed (turbine operation). Depending on the storage volume available, the plant may be operated on a daily, weekly or seasonal basis.

A higher head permits to:

store more energy within a given storage volume

produce a higher electrical power with a given cross sectional area of tunnels and penstocks.

–> normal head range of pumped storage plants: 150 – 1000m

23
Q

What is a pumped storage plant usually used for?

and how is it specifically used in GE?

A

Pumped storage plants are used for

  • Energy storage (seconds / hours)
  • Peak load coverage
  • Maintening of frequency and buffering of power fluctuations in the grid

Traditional operation in Germany:

  • Combination with base load dedicated coal firing and nuclear power plants–> energy storage mainly by night and peak load power coverage by day

Future operation:

Increasing power supply by wind and solar

–> energy storage and power production by day as well as by night

24
Q

Which turbines are best suitables for PS sets?

A

head range of PSP’s: 100m to 1000 m
–> only Francis and Pelton turbines are suitable

  • with Francis turbines: usually horizontal shaft
  • with Pelton turbine: always vertical shaft. The turbine needs to be above and the pump below the tailwater level (cavitation!)
  • same sense of rotation in pumping and turbine mode: quick changes between modes of operation
25
Q

2.3 Pumped-storage plants

Expression of the efficiency nuoverall of pumped storage plants?

A

Relevant losses:

  • Viscous friction in tunnels and penstock H
  • hydr. and mech. losses within pump and turbine
  • el. and mech. losses within motor and generator

Energy storage and electricity generation

ES,max= V *ρ * g * h *ηPG

  • Es= energy storage
  • ηPG= Effciency of power gen( turbine, gen, transformer,penstocks)
  • V= volume of upper reservoir

Overal efficiency of energy storage and electricity generation

η= ηPS* ηPG

  • ηPS= Effciency of power storage( transformer, gen, pump,penstocks)
26
Q

2.3 Pumped-storage plants

Give an example of Pumped-storage plants in GE!

A

Example - Pumped-storage- hydropower plant, Happurg (Fa. E.ON AG)

  • Comissioning 1955
  • 2012 under general maintenance
  • Pump-storage plant and transformer station
  • Head ~ 200 m
  • Rated capacity 160 MWel
  • Power supply for Nuremberg area

Or

Goldisthal (1060 MW)

  • h = 302 m
  • PR = 1060 MWel
  • 4 Francis-type-pump-turbines
  • Operator: Vattenfall
  • Investment: 623 mio € à ~ 600 €/kWel installed
27
Q

Run-of-river (ROR) hydro power plants?

A

are normally utilising the current discharge of the river. The purpose of their weirs and dams is to create a pressure head, but they do not create a substantial storage volume

  • Often, a number of successive power stations are situated along a river, forming a chain of power plants
  • Permanent operation
  • Usually low distance of water fall h (head) and high volume flow Q of water
  • Q, h and P affected by seasonal events (e.g. rainfall, spring melts, dry seasons) –> retaining dam to control Q and h
28
Q

What is the application of Hydroelectric power plants?

A

Base load plants

> 50% capacity utilization

  • river hydropower plants
  • hydrolectric dam plants

Average load plants

30-50% capacity utilization

  • river hydropwer plants,
  • hydrolectric dam plants

Peak load plants

< 30% capacity utilization

  • hydroelectric dam plants
  • pumped-storage plants
29
Q

1- Stream turbines ?
2- How is the energy calculated for this turbine type?

A

1-

  • An often cited potential technology for producing electricity out of rivers in a very environmental friendly way “without any dams or weirs”:
  • a stream (or current) turbine is extracting kinetic energy out of the flow of a river.
  • potential turbine types are (in descending order of sensibility)
    • horizontal axis stream turbine (built like a wind turbine)
    • vertical or horizontal axis Darrieus or Gorlov turbine
    • devices based on oscillating airfoils
    • devices with drag-type runner

2- Energy in a free flow: kinetic energy of free flow E = ½ . m .c2 [J]

Betz limit:
Pmax,th
= 0.59 · 0.5 · rho · A · c3 (like wind turbine)

–> main problem:
very low energy density at low flow velocities
economically viable only at c > 2.5 m/s (rarely to be found!)

30
Q

Small excercise for a stream turbine: With river 3m deep, 10 m wide, c= 1.0 m/s, Q=30m3/s

Calculate P for each of these cases

  • 3 stream turbines D=2.5 m each:
  • weir with H=1 m, 3 Kaplan turbines D=2.5m:
  • weir with H=2 m, 2 Kaplan turbines D=2.5m:
A
  • P = 4.3 kW
  • P = 280 kW
  • P = 560 kW
31
Q

3. Hydropower – economy, ecology, potentials

Hydroelectric power plants - costs?

A
  • Costs depend on type of power plant, size of power plant, location and life-time of power plant
  • Costs of power generation (Germany):
    • small scale plants (< 1MW) 10 - 25 €-ct / kWh
    • large scale plants 3 -10 €-ct / kWh
  • Costs of power generation (grid based global range 2013)
    • large scale > 20 MW 2 – 12 US-ct/kWh
  • State-of-the-art technology: only low potential of cost reduction by technical improvments expected
32
Q

Total wordlwide installed capacities of hydropower in 2015?

How much from that is Pumped-storage capacities?

Leading country?

A

Total wordlwide installed capacities: 1064 GW

Pumped-storage capacities: ~ 145 GW

Global hydropower generation

~ 3940 TWh à ~ 3700 h full load equivalent

~ 16.4 % of global electricity generation

Chinaaa

33
Q

What are the Ecological impacts of hydropowerplants?

A

River power plants

  1. Moderate impacts on landscape: e.g. no flooding of large parts of land required
  2. Reduction of seasonal floodings à positive or negative impacts possible
  3. Fish migrations may be affected by embankment dams –A installation of fish bypasses required (e.g. fish ladders)
  4. Usually very low CO2-emissions

Large scale hydroelectric-dam plants

  • Positive impacts
  1. Water reservoir for agriculture
  2. Benefits for local economy by tourists (reservoir)
  • Negative impacts
  1. Erection of large reservoirs: flooding of large areas
  2. CH4- and CO2-emissions, if not cleared land is flooded
  3. Displacement /relocation of people at flooded areas
  4. Formation of sediments in the reservoirs during operation possible –> reservoir volume reduction
  5. Negative impacts on surrounding aquatic systems possible ,e.g. by daily fluctuations of water flow (à e.g. erosions) and warming of water
  6. Geophysical impacts of reservoires (earth quake) ?
  7. Danger of dam failures à flooding of areas below the dam and subsequent damages
34
Q

What are the advantages of multi turbine operation of hydro power plants?

A

Solution: high overall efficiency of power generation, almost independent of Q/QR (at least above Qmin), turbines can be operated at their rated capacity levels