5 - Water Reservoirs Flashcards

(86 cards)

1
Q

As England is experiencing more heat waves, drouight and water security problems, what is there a greater need for?

A

Water reservoirs

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2
Q

What is a drought defined as?

A

An extended period of weather when less than a third of the usual precipitation falls.

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3
Q

In 2019, the UK passed the ‘net zero law’ what is this?

A

Green house emission must be net 0 by 2050.

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4
Q

What is the main prupose of water resevoirs?

A

Irrigation (supplying water)

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5
Q

Other than irrigation, what are some of the other pruposes of water reservoirs?

A

Hydropower, water supply, flood control, tourism, fish farming.

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6
Q

What are some of disadvanatages of water reservoirs?

A

Flooding, resettlements, changes in river sediment balance, water stratification, hydrogen suphide, inteference with fish, small arthquakes during intial filling.

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7
Q

How is hydrogen sulphide a disadvanatage of reserviors (how does it arise)?

A

Due to the removal of wood

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8
Q

What does resettlements mean?

A

People having to move habitat

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9
Q

What are some of the risks and challenges associated with water reservoirs?

A

Sedimentation, impluse waves, cavitation, dam break waves, aging.

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10
Q

How often does a safety check of a resevoir need to occur?

A

Every 10 years.

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11
Q

What is a gravity dam?

A

A concrete dam, with a sloped downstream face to resist the overturning force.

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12
Q

How are gravity dams stable?

A

Due to their own weight

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13
Q

What are gravity dams suitable for?

A

Narrow and wide valleys

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14
Q

Why does a gravity dam’s foundation need to be impervious?

A

Otherwise there may be issues with uplift pressures with a high bearing stress.

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15
Q

What is an embankment dam made of?

A

Compacted earth of rock

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16
Q

How are embankement dams stable?

A

Due to their own weight

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17
Q

What are embankment dams sutibale for?

A

Mostly wide valleys

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18
Q

Why is the core of an embnakment dam impervious?

A

To avoid seepage erosion

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19
Q

Why must an embankment dam not be overtopped beyond its splillway capacity?

A

To avoid surface erosion and dam failure

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20
Q

What is an arch dam made of?

A

Concrete with an upstream face vertical or sloped

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21
Q

How are arch dams stable?

A

Due to their opwn weight and the forces trasnferred to the abutments

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22
Q

Do arch dams require less concrete than gravity dams?

A

Yes

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23
Q

What are arch dams suitable for?

A

Narrow canyons with steep side walls composed of sound rock

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24
Q

How is a buttress dam stable?

A

Due to the triangular shaped walls ( buttress)

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25
Do buttress dams use less materials than gravity dams?
Yes
26
How are Buttress dams vulnerable?
Piers may be targeted during confilicts to cuase flooding.
27
Why is a 'bottom outlet' required in a reservoir?
To lower the water levels, flush sediments.
28
Why does the hieght of the bottom outlet need to be carefully selected?
To avoid blocking by sediment.
29
What is an overflow structure?
A safety structure against overflow and dam overtopping, regulated with gates.
30
How is the energy dissipated in overflow structures?
Through hydraulic jumps.
31
What is the prupose of intake structures?
To withdraw water for power generation, irrigate or drinking water supply
32
Why is the power house (turbines) often located several hundred meters below the reservoir?
So that the pipes / tunnels can be several kilometers long.
33
What are scour holes created by?
Large energy heads
34
As overflow structures are not typically used during flood events, what does this mean?
The water is not used for its main purpose ( irrigation + hydropower)
35
What is the main option for dissipating the energy with a large energy head?
The use of a spillway chute
36
What does a spillway chute do?
Conveys the flow from the upstram to the downstream portion
37
What are the 2 options for the design of a spillway chute?
Make it smooth or stepped.
38
What is the advantage of using a stepped spillway?
The stilling basin can be smaller (cheaper)
39
Where is the remaining energy that is not dissipated on the spillway dissipated?
In the stilling nasin.
40
What is the hydraulic jump equation use to compute?
The downstream water depth, H2
41
If the acutal h2 is smaller than the computed one, what does this mean?
The hdyraulic jump moves downstream, therefore the stilling basin needs to be larger to prevent scour
42
What additional energy dissipation mechanisms are often used?
Modify bottom gemetry, plan geometry, roughness and discharge addition
43
What does the Froude Number equal?
Fr = v / root g*h
44
In a tunnel/pipe system, what is the purpose of an entry trash rack?
To avoid the entrainment of stones and other solids damaging the turbines.
45
What is the purpose of gates in a tunnel/pipe system?
To regulate the entry flow into the system
46
What is the purpose of a tunnel in a tunnel/pipe system?
To accomodate high water pressures.
47
What is the purpose of a surge shaft/tank in a tunnel/pipe system?
When the gates are closed, a pressure is released through the surge tank.
48
What is the prupose of a pelton turbine in a tunnel/pipe system?
To apply hydropower when there is very high pressure heads.
49
What is Bernoulli's equation between 2 cross sections 1 and 2?
p1 / pg + v1^2 / 2g + z1 - change in H = p2/pg + v2^2 / pg + z2
50
What is the change in H in Bernoulli equation?
The ttoal head loss of continuous and local losses.
51
Due to the conservation of mass, what does the flow rate in tunnel 1 equal?
The flow rate in tunnel 2: V1A1 = V2A2
52
What is the equation of continuous losses?
Friction factor * (L/D) *u^2 ./2g
53
What is reynolds number when calculating the continuous losses?
Re = vD / viscosity
54
What is kl?
The local loss coefficient
55
What is the equation of the local losses of a system?
hl = kl * u^2 / 2g
56
When is an axial flow/ Kaplan turbine used?
For low heads 2-70m
57
In an axial flow/Kaplan turbine, why is the propeller blade angle adjustable?
To optimise the performance for different dischagres and power outputs.
58
When is a Francis turbine used?
For medium heads, between 10 and 300
59
How does a Francis turbine work?
Water enters the outer part of the casing and flows inward through the array of adjustable guide vanes to the runner, which drives the generator.
60
When is a pelton turbine/wheel used?
For large heads, 80 -1600m.
61
What is the difference between Pelton turbines and reaction/Francis turbines?
The chasing is not full of water. The water is deflected by the buckets, and the change in momentum applies a force to the buckets to drive the shaft.
62
Waters hammers or pressure surges can be significant and have to be taken into account for the design of pipe systems. Why is this?
To avoid pipe damage, leaks or bursts
63
What happens to the pressure as the time of valve closure decreases?
Pressure increases.
64
When a valve/gate is closed instantaneuously, what is the fluid upstream of the valve still flowing at?
It orgininal velocity
65
When a valve/gate is closed, what is generated?
A shock wave
66
Where does a shock wave travel?
Back along the pipe and the fluid between the valve/gate and wave in now compressed. The pressure is raised to p + change in pressure.
67
Once the shockwave has travelled through the pipe and to the reservoir, what is the pipe therefore full of?
Compressed and pressurised fluid.
68
Due to a shockwave making the whole pipe compressed and pressurised, what then happens?
The reservoir head is unchanged resulting in an in-equilibrium and the fluid begins to discharge in reverse into the reservoir. The compression wave reaches the valve (dead end) resulting in a negative pressure at the valve, producing a negtive shock wave traveling back towards the reservoir This is all hydraulic losses.
69
What is Ew?
The bulk modulus of elasticity of water, a measure of its compressibility
70
Under what assumptions is the Joukovsky equation valid?
Straight, uniform pipe Uniform pipe friction, minimal frictin pressure drop in piping 1D fluid flow, linear elastic piping
71
What are the limitations for the Joukovsky equation?
If the assumptions are violated, the maximum pressure prediction may be too conservative
72
How does a surge tank help reduce pressure?
Relieves valves upstream in proximity to the valve
73
Is it expensive to design pipe systems to resist water hammer?
Yes
74
What is the maximum surge, Smax used for?
To desing the tank height and cross sectional area such that no-overtopping and air entrainment into the pipe system is occured
75
What are the 3 things that can happen to power?
It is either consumed, stored or lost
76
What is PSH?
An operational flexible renewable energy source.
77
Why are solar and wind not opeerational flexible?
They are generated at particular times, rather than being generated straight away.
78
What time range is PSH good for?
Long term storage, hours to weeks.
79
How is water stored when pumped from a lower to elevated water reservoir?
The form of gravitational potential energy
80
What are the benefits of pumped hydropower storage?
Supports net 0, low cost of energy storage, flexible and good life span.
81
What are the 4 main components of pumped-storage hydroelectricity?
2 Water reservoirs, water piping, powerhouse and a grid connection
82
What are the benefits of integrating PSH into an existing hydropower system down a river?
Large water volumes
83
What are the negatives of integrating PSH into an existing hydropower system down a river?
Expensive, limited number of site, environmental impacts.
84
What are the benefits of intergrating PSH schemes into off river-systems?
Cheaper than on river, faster construction, re-use of old mining sites as reservoirs, same water is cycled repeatedly.
85
What are the negatives of integrating PSH schemes into off-river systems?
Less water than on river systems
86
Name four design options to decrease the stilling basin length downstream of a spillway at a dam without changing the approach flow water depth and flow velocity.
* Change the bottom geometry by adding a positive or negative step. * Change the plan geometry by increasing the stilling basin width. * Change the boundary roughness by adding blocks. * Redirect part of the discharge in the vertical or opposite the flow direction.