1 - Urban Drainage Systems Flashcards

1
Q

What does a storage gauge do?

A

A funnel that collects rain as it falls, which is only suitable for long term measurement

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2
Q

What are autographic gauages?

A

A device that records the amount of rainfall falling in a short time.

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3
Q

What is radar?

A

Satellite technology - colour coded to show different weather events.

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4
Q

What is rainfall expressed in?

A

mm, duration is expressed in hours.

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5
Q

What is rainfall intensity?

A

i = x / D

Rainfall depth / Duration

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6
Q

What is the catchment area?

A

The area of land which a creek or river recieves its water

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7
Q

In a natural catchement, what are boundaries?

A

Ridges and hills

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8
Q

In agricultural and urban areas, how are the natural oundaries altered?

A

Because water flow is controlled via : Channels, gutters, drains, sewers and ditches.

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9
Q

What does a rainfall event that occurs twenty times in 100 years have a return period of?

A

5 Years

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10
Q

What is the ministry of health rainfall intensity method?

A

i = a / (D+b)

Where a and b are constants and D is the duration in minutes.

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11
Q

What is the ratio, r map?

A

The ratio of the M5-50min map to the M5-2day map

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12
Q

What do r values below 0.2 represent?

A

Drizzle

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13
Q

What do r values above 0.4 indicate?

A

Intense storms

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14
Q

What 2 types of water require drainage?

A

Wastewater and foulwater

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15
Q

What does poor stormwater drainage result in?

A

Inconveniance, damage, flooding and health risks

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16
Q

What does stormwater contain?

A

Pollutants from the rain and catchment area.

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17
Q

What are drains?

A

Pipes carrying flow from individual properties.

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18
Q

What are sewers?

A

Larger pipes carrying flow from groups of properties or larger areas.

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19
Q

What is sewerage?

A

The whole infrastructure - drains, sewers, manholes and pumping stations.

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20
Q

What is sewage?

A

Any unwanted wastewater or the content of swers conveying the water-brone wastes of a community.

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21
Q

In the UK, what percent of sewerage system is combined?

A

70 percent.

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22
Q

Why are combined systems not economically feasible?

A

They carry very little water during dry conditions - so most of the time carry very little water.

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23
Q

Why is separate systems preferred?

A

Reduces pollution discharge to watercourses.

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24
Q

What are the advanatages of combined systems?

A

Cheaper, smaller footprint, house drainage systems less complex.

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25
Q

What are the disadanatages of combined systems?

A

Pollution in watercourses, flood water is foul, large treatment works necessary.

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26
Q

What are the advantages of separate water systems?

A

Less pollution, smaller wastewater sewers - higher velocities maintained.

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27
Q

What are the disadvanatages of seperate systems?

A

More expensive, no treatment of stormwater/

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28
Q

What are the consequences of urbansiation on where water travels?

A

More runoff, less infriltration and less evapo-transpiration.

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29
Q

Does rainfall reach the river quicker after a storm in a natural or urban storm?

A

In an urban storm

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30
Q

In hydrology, what is the time of concentration?

A

The time required for rain falling at the farthest point of the catchment to the measuring point.

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31
Q

What is the time of flow in each sewer pipe ?

A

tf, the underground flow time.

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32
Q

What is the time of entry, te?

A

The over-ground flow runoff time

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33
Q

What is the time of concentration the sum of?

A

The underground flow time and the overground flow time

tc = te + tf

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34
Q

In a stormwater sewer, what is the time of entry?

A

The longest time it takes for a drop of water when it hits the surface in the catchment to when it enters the sewer pipe.

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35
Q

Why do storms with a longer return period have a lower time of entry?

A

More intense, produce more water on catchment surface and hence faster overland flow and reduced time of entry.

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36
Q

What is the time of flow, tf?

A

tf = Length of pipe / velocity in pipe

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37
Q

What does the flow of water equal in asewer?

A

Q = xA / t = iA

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38
Q

Why is the flow never actually iA? What is it instead?

A

Real catchments are rarely totally impermeable.

Thus the peak flow Qp = CiA, where c is the runoff coefficient.

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39
Q

What is the equation of Cv?

A

Percentage runoff / 100

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40
Q

What does 1 hectare equal?

A

10000m^2 or 0.01km^2

41
Q

When designing stormwater sewers, what do you set the time of concentration to?

A

The duration of the storm.

42
Q

If the duration of rainfall is less than the time of concentration, why is the peak flow low?

A

Because the entire catchment is not contributing together - contributions form remote parts are contributing after those near parts have ceased.

43
Q

What is the step by step process of the rational method?

A

1 - Find area of catchment
2 - Find time of concrentration
3 - Find rainfall intensity
4 - Therefore find the peak flow

44
Q

In the percentage runoff equation, what is PIMP, UCWI and SOIL?

A

PIMP is the precentage impermeability
SOIL is an index relating to the water-holding capacity of soil.
UCWI is the urban catchement wetness index.

45
Q

What does the percentage impermeability represent the degree of?

A

Urbanisation in the catchment

PIMP = Ai / A x 100
Where Ai is the impervious area.

46
Q

The diameter of concrete stormwater pipes start at 225mm and go up in increments of what?

47
Q

What does the Colebrook-White equation give us?

A

The velocity in a rough, full pipe.

48
Q

What is the rougness of a new, concrete pipe?

49
Q

What have to fill up before water reaches the surface?

A

Manholes need to fill up.

50
Q

What is the vertical level of a sewer defined by?

A

Its invert level (IL). Which is the lowest point inside the pipe.

51
Q

What is the soffit level in a pipe?

A

The highest point inside the pipe.

52
Q

What is the crown level in a pipe?

A

The highest point outside the pipe.

53
Q

What is the depth of a pipe?

A

The lowest point on the outside of the pipe.

54
Q

Why are access points required in a drainage system?

A

Access points are required for the connection, testing, inspection and cleaning of the sewer pipes.

55
Q

In sewers, what are the 6 reasons to have manholes?

A

Change in directions, head of run, change in gradient, change in diameter, major functions, and every 90m.

56
Q

In small diameter sewers, why is the flow intermittent?

A

Only one or two households may discharge into them.

57
Q

What method is used to design small sewarage schemes?

A

The discharge unit method

58
Q

What is the design flow rate, Q, of a foul water system?

A

kDU * sum of the square root of the discharge units.

59
Q

What is kDU?

A

A dimensionless frequency factor which ranges from 0.5 - 1.0, 1 for congested buildings.

60
Q

Why is a partially full foul water pipe required?

A

Because the waste generates noxious and explosive gases which need to be dispersed by air.

61
Q

For geometrical considerations, what does the angle subtended equal, in relation to the depth of flow d, and the diameter, D?

A

Angle = 2*cos^-1 (1 - 2d/D)

62
Q

What does sin2theta equal?

A

2sin theta cos theta

63
Q

What is the definition of the depth of water in a pipe?

A

The height of water surface above the pipe invert.

64
Q

What is the top width in a pipe?

A

The flow width at the surface.

65
Q

What is the wetted perimeter?

A

The length of pipe circumference that is in contact with the water.

66
Q

What is the hydraulic radius?

A

The ratio of wetted perimeter to the area.

67
Q

What is the hydraulic mean depth?

A

The mean depth of water.

68
Q

What does a Butler-Pinkerton Chart show?

A

The hydraulic mean depth as the diameter of the pipe and flow rate increase - gives you estimates for the velocity at different gradients.

69
Q

Why are sewers required to keep the proportional flow depth, d/D below 0.7?

A

In order to allow for the ventilation of drains.

70
Q

What pipe roughness value do you use in foul water sewers?

71
Q

What is the equation of the Froude Number?

A

Fr = velocity / root (gravity x mean hydraulic depth)

72
Q

Why are most foul water sewers designed for subcritical flow?

A

As if the flow were to go subcritical via a hydrualic jump, this creates turbulence and erosion.

73
Q

Why are SUDS being increasingly used?

A

To mitigate the flows and pollution from runoff.

74
Q

What is the philosophy of SUDS?

A

To replicate the natural drainage from a site before development and to treat runoff to remove pollutants.

75
Q

What are the benefits of using SUDS?

A

Environmental benefits, such as wildlife habitat, improved aesthetics or community resources.

76
Q

As SUDS reduce peak flows to watercourses or sewers, what does this reduce the risk of?

A

Downstream flooding

77
Q

How do SUDS improve water quality?

A

By removing pollutants.

78
Q

How do SUDS increase base flows into watercourses?

A

Through the slow release of water into groundwater systems.

79
Q

When SUDS are included in the design stage, what are the benefits of this?

A

Easier, cheaper and a higher quality of design.

80
Q

What are pervious pavements?

A

Pervious is a combination of porous surfaces, which allow water to infriltrate across its entire surface, and permeable surfaces - which consist of a material that is imprevious but has patterns of voids over the surface.

81
Q

What are the pros of using Pervious pavements?

A
  • Reduces the rate and volume of runoff
    -Reduces the effects of pollution in the runoff
    -Reduced need for deep excavations for drainage
    -Costs are comparable to conventional surfacing and drainage systems
    -Ponding does not generally occur.
82
Q

What are the cons of using pervious pavements?

A

-Frequent sweeping required
-Needs changes in construction techniques.

83
Q

Why are Green roofs used?

A

Peak flows and volume of runoff are reduced, so they can take pressure of a SUDS system or conventional drainage.

84
Q

What are the cons of green roofing?

A

Damage to waterproof membrane can be critical, and maintenance is higher than conventional roofs.

85
Q

What are swales?

A

Broads and shallow channels that are designed to convery or store runoff and remove pollutants

86
Q

What is a dry swale?

A

Relies on slowing the flow and allowing it to infriltrate the soil below

87
Q

What is enhance dry swale?

A

A filter layer of soil over an underdrain keeps the swale dry most of the time, preventing the stagnant build up of water.

88
Q

What is a wet swale?

A

A swale that during storms, forms a boggy wetland.

89
Q

What are the benefits of swales?

A

Easy to incorprate, reduce peak flows, filter pollutants, low costs

90
Q

What are the negatives of Swales?

A

Vulnerable to large storms, large size required to deal with runoff from less frequent storms.

91
Q

What do infiltration devices do?

A

Take runoff, temporarily store it then allow it to percolate into the ground.

92
Q

Why is there limited use of infiltration devices in the UK?

A

Because of high water tables and clay soils.

93
Q

Are clay and silt ground conditions suitable for a soakaway?

94
Q

How far away from foundations and buildings must soakaways be?

A

A minimum of 5m

95
Q

What are detention basins?

A

Engineered or natural basins that are designed to store water after storm events to remove pollutants.

96
Q

What is a sediment forebay?

A

Soemthing that removes sediment from any runoff entering the pond.

97
Q

What are the pros of detention basins?

A

Can be used in most ground conditions, aestetic

98
Q

What are the negatives of detention basins?

A

Land takes limit, safety hazard for children.