Pollutants and Drinking water Treatment Flashcards

1
Q

list some conventional and some emerging pollutants

A

conventional- pathogens, organic matter, salts, toxic substances
emerging- nanomaterials, endocrine disrupting chemicals, plastics.
emerging pollutants are synthetic or uncommon natural chemicals, potentially damaging to the ecosystem and human health

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2
Q

Define dissolved oxygen (DO) and biochemical oxygen demand BOD

A

the amount of molecular oxygen dissolved in water in liquid phase. Oxygen demand is the amount required to degrade pollutants. BOD gives a measure of the oxygen used by microorganisms during oxidation of organic matter. it indirectly measures concentration of organic matter.

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3
Q

how would you conduct a standard BOD test?

A

conditions: conducted over 5 days, 20 degrees, dark, excess of nutrients, dilution.
1. 10ml of sample is taken into 300ml bottle then filled with dilution water
2. initial DO is calculated then again after 5 days (20 degrees)
3. difference in reading is multiplied by dilution factor gives BOD

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4
Q

How do you calculate BOD from a test?

A
BOD= ((DOi - DOf) - (1 - p)(Bi - Bf))/p
P= dilution factor = Vs/Vt
B= blank dissolved O2 concentration
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5
Q

How do you calculate BOD at a given time (t)?

A

BOD(t) = L0 (1 - e^-(kt))
L0= oxygen equivalent of organic matter at t=0
L0=BODu

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6
Q

What is Chemical oxygen demand (COD)?

A

the equivalent amount of oxygen required to oxidise any organic matter in water by means of a strong oxidising agent. This is much faster and has better repeatability than BOD.

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7
Q

How would you model a ‘sag’ curve?

A
  1. determine the initial conditions of the river
  2. determine the deoxygenation rate (BOD test)
  3. determine the reaeration rate
  4. calculate DO deficit as a function of time
  5. calculate critical distance and time
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8
Q

How do you calculate deoxygenation rate constant in a river?

A

Kd(20) = k + vη/H
Kd= Kd(20) * θ^(T-20)
This accounts for increase in microorganisms activity in warmer temperatures

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9
Q

How do you calculate the reaeration rate constant in a river?

A

Kr(20) = (3.9 * v^0.5)/(H^1.5)

varies with temp in the same way as Kd

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10
Q

list some important water quality parameters

A

turbidity(cloudy), pH, hardness, alkalinity, nutrients, microorganisms.

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11
Q

Define total suspended solids

A

solids in water that are large enough to settle out of the solution, or that can be filtered.
TSS = (final mass of filter- initial mass of filter)/water volume

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12
Q

How can pH of water cause issues?

A

pH<7 corrodes metal pipes, pH>8 decreases efficiency of chlorine disinfectant. acceptable range 6.5

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13
Q

What is hardness?

A

the amount of dissolved calcium and magnesium in the water. Carbonate hardness (CH) is temporary (removed by hot water) but non-carbonate hardness (NCH) is permanent.

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14
Q

list the stages of drinking water treatment

A

screening, coagulation, flocculation, flotation and sedimentation, softening, filtration, disinfection, storage, distribution.

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15
Q

What happens during screening?

A

relatively simple process by mechanically removing large solids such as logs, branches and fish as to protect pumps and pipes.

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16
Q

What happens during coagulation and flocculation?

A

grouping small suspended particles and colloids into larger flocs, which can then later be removed. with coagulation we neutralize the surface charge of the particles by adding coagulants allowing particles can group (fast mixing tank). flocculation aims to achieve the optimal conditions for floc growth (slow mixing tank).

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17
Q

What’s the difference between discrete particles and flocculating particles?

A

discrete particles do not change shape, size or velocity gradient over time. flocculating particles do.

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18
Q

list the important processes in the global water cycle

A

precipitation, evaporation, transpiration, surface run-off (overland flow, water network run off), infiltration, interflow (soil moisture, vadose zone), base flow, groundwater flow (aquifers)

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19
Q

What is meant by water stress?

A

Water stress occurs when the demand for water exceeds the available amount during a certain period or when poor quality restricts water use.

20
Q

Describe the urban water cycle

A

Urban water sources are stream, lakes, reservoirs and aquifers. Water is transferred from these sources to storage and treatment facilities, then transferred to end users via distributions system. After use wastewater is collected then sent to treatment.

21
Q

Who regulates provision of water and wastewater services in the UK.

A

Environmental Agency (environmental impacts), Office for Water Regulation (economical regulator), Drinking Water Expectorate (safe drinking water)

22
Q

What is a point source and a non-point source of pollution?

A

point source- localised released pollutants (sewer/ treatment plant)
non-point source- released over a large area (agriculture/ industrial estate)

23
Q

List two nutrients of major concern for a natural receiving water

A

nitrogen and phosphorous promote excessive growth of algae and cyan bacteria which die then block the light at the surface

24
Q

What’s the difference between CBOD and NBOD

A

CBOD- OD only from carbon containing compounds

NBOD- OD only from nitrogen containing compounds

25
Q

Why must coagulation and flocculation done in different speed tanks?

A

A high-energy, rapid-mix to properly disperse coagulant and promote particle collisions is
needed to achieve good coagulation. Over-mixing does not affect coagulation, but insufficient
mixing will leave this step incomplete.
flocculation needs to be slow to ensure flocs that group together don’t tear apart or shear as they are very difficult to stick back together again

26
Q

Describe the physical differences between Type I, Type II and Type III settling

A

I) particles settle independently, constant velocity and don’t stick
II) particles collide and stick, settling velocity is generally increasing
III) grate concentration such that flocs settle as a mass and form the sludge zone

27
Q

Describe how a dissolved air flotation tank operates

A

DAF is a technique to promote flotation by dissolving air in water under pressure. When pressure is release, water becomes supersaturated with bubbles. Bubbles attach to particles causing them to float to the surface.

28
Q

Explain the process and the reasons for using lime soda for softening water

A

to promote a precipitation reaction. it is the most economical source. (quicklime)

29
Q

What is the critical settling velocity?

A

critical settling velocity when 100% of particles can be removed, %= 100 * Ut/Uc
for tank to work Ut>=Uc

30
Q

How do you design a settlement tank?

A

-determine settling velocity (Ut) and set overflow rate (Uc) to equal or less than this.
Uc=Q/A, A=L*W=Q/Ut, Uh=Uc=Q/WH.

31
Q

How do you determine the settling velocity for different flows?

A

laminar (Re<1)- stokes law applies, normal Ut equation

transitional (Re>1)/ turbulent flow (Re>10^4)- iteration method

32
Q

What are the aims of the softening process?

A

reducing hardness by removing minerals which limit effectiveness of detergents which cause ‘scale’. Fe and Mg can leave rust coloured stains on clothing. also removal of dissolved gases which contribute to bad odour and taste.

33
Q

describe the process of filtration.

A

aims to remove suspended solids and colloidal particles too small for sedimentation removal. performance is measured by the effluent turbidity.

34
Q

describe a filter design for slow sand filtration

A
  • loading rate Q/As = Va = 2.9 - 7.7
  • influent placed on top of sand filter bed
  • pores get blocked in the top layer so performance degrades progressively.
  • top 75mm sand is periodically removed.
35
Q

describe a filter design for rapid sand filtration

A
  • loading rate = Q/As = Va > 120
  • coarse layered filters
  • similar to sedimentation process
  • filters are periodically backwashed, sand grains are pushed apart and filtrated particles removed
36
Q

What is the effective size?

A

10-percentile diameter, 10% by weight of filter material is less than this diameter. particle size distribution curve for <10% is defined as the effective size. Determined by sieve analysis.

37
Q

What is the uniformity coefficient?

A
UC = ratio of the 60th percentile to the effective size
UC = d60 / d10
38
Q

describe the process of backwashing

A

carried out by flushing water back up through the filter. backwash water goes back to the inlet. anthracite is lighter than sand and gravel the formation naturally reforms. system must be designed to handle flow with at least one filter out of service.

39
Q

Describe an ideal disinfectant

A
  • toxic to pathogens and not humans
  • versatile against different micro-organisms
  • fast acting
  • effective in presence of interfering materials
  • affordable
40
Q

What are the two stages of disinfection?

A

Primary disinfection - inactivation of microbes in water

Secondary disinfection - maintaining a disinfectant residual in the treated water distribution (residual maintenance).

41
Q

list some examples of chemical and non-chemical disinfectants

A

chemical : chlorine, chlorine gas, sodium hypochlorite (bleach)
non-chemical: ozone, irradiation (UV), sonication, gamma radiation

42
Q

what is chick’s law?

A

disinfection rate of organisms = reaction rate * concentration (number/volume)
dN/dt = -K * N

43
Q

what is Watson’s law?

A

relative risistance of organisms = disinfection concentration ^(dilution factor) * time
k = t * c^n

44
Q

What is the chick-watson law?

A

ln(Nt/N0) = -K * c^n * t

k=inactivation constant

45
Q

How do you calculate the percentage removal based on the log-removal?

A

LR = log(influent concentration / effluent concentration)

% removal = 100 - (100/(10^LR))