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by: Ma. Teresa P. Francisco 
DT Student 
1
 Water treatment is the process of making 
water suitable or acceptable for an end-use. 
 It removes existing water contaminants and so 
reduces their concentration that the water becomes fit 
for its desired application. 
 Why Water Treatment? 
 Natural waters are rarely of satisfactory quality for human 
consumption or industrial use and nearly always needed to 
be treated. 
2
 In the United States and the United Kingdom, 
by far the most common sources of raw freshwater 
are rivers and lakes, though in recent decades, more 
sources of groundwater are being utilized. 
 Some groundwater sources are so pure that no 
treatment is necessary although when used for public 
supplies, local water authorities tend to apply a 
disinfection process, but this is primarily for 
disinfection purposes of the distribution network. 
3
 The objectives of water treatment are to produce: 
Water that is safe for human consumption 
Water that is appealing aesthetically to the consumer 
Water at a reasonable cost 
4
 Advanced water treatment processes are often 
required by industry, e.g. the beverage or 
pharmaceutical industries. Such industries 
may have higher standards than those for 
potable supplies. 
5
 Public water supplies normally service 
the requirements of: 
Domestic households 
Fire fighting 
Industrial 
Commercial 
6
Source: UN Development Program 2006 7
8
Development of New Water Sources: 
 Angat Dam - the only present source of water supply for the MWSS 
service area serving a total of 13 million population out of the total 
service population of 15 million, or only 87% total service coverage. 
 Angat Dam provides a supply volume of 4,000 million liters per day 
(4,000 mld) out of the present demand of 4,395 mld, or a deficit of 
395 mld. 
 By 2015, the projected demand is expected to reach 5,054 mld, thus 
requiring the development of supplementary sources of water to 
address the increasing demand. 
9
 In discussing water quality, two sets of 
standards exist: 
 The quality of raw water 
 The quality of the treated potable water 
10
 Organoleptic Parameters 
 Physicochemical Parameters 
 Parameters Concerning Substances 
Undesirable in Excessive Amounts 
 Parameters Concerning Toxic Substances 
 Microbiological Parameters 
11
Organoleptic parameters 
■ Turbidity 
■ Colour 
■ Odour 
■ Taste 
12
Turbidity 
Turbidity refers to how clear the water is 
The greater the amount of total 
suspended solids in the water, the 
murkier it appears and the higher the 
measured turbidity 
13
Materials that cause water to be turbid 
include 
 Clay 
 Silt 
 Plankton 
 Microscopic organisms 
 Soluble colored organic compound 
14
COLOUR 
Colour is an optical parameter consisting 
in absorbing of a part of spectrum of 
visible radiation by substances dissolved 
in water, and suspension particles present 
in water or sewage. 
15
Colour in water may appear as the result of 
different sources activity: 
type of vegetation 
decay of plant matter 
algae growth 
plankton 
minerals (iron, manganese and copper) 
16
TASTE AND ODOUR 
are usually inter-related. 
Compounds in water that are perceived 
as giving it a taste are generally inorganic 
substances present in concentrations such 
higher than those of organic pollutants 
17
TASTE AND ODOUR 
Inorganic chemicals that can affect taste 
but not cause any odour are salt, minerals, 
metals. 
A few inorganic chemicals can cause 
both taste and odour problems. These are 
ammonia, chlorine, hydrogen sulphide. 
18
TASTE AND ODOUR 
Organic chemicals usually affect both 
taste and odour: the compounds 
concerned include hydrophilic acids, 
carboxylic acids, amino acids, 
carbohydrates, hydrocarbons, biological 
decay products, petroleum products and 
pesticides. 
19
Physico-chemical parameters 
 Temperature and pH 
 Conductivity (salinity) 
 Chlorides 
 Sulphates 
 Silica 
 Calcium 
20
Physico-chemical parameters 
 Magnesium 
 Sodium 
 Potassium 
 Aluminum 
 Total hardness 
 Dry residues 
 CO2 
21
Parameters Concerning Substances 
Undesirable in Excessive Amount 
 Inorganic Compounds: nitrates, nitrites, 
ammonium, phosphorus, fluoride, metals 
(Iron, Manganese, Copper) 
 Organic conontaminants: THM’s, phenols, 
surfactants 
22
Parameters Concerning Toxic Substances 
 Arsenic 
 Cadmium 
 Cyanide 
 Chromium 
 Lead 
 Mercury 
 Nickel 
 Etc 23
Microbiological Parameters 
 Bacteria 
 Viruses 
24
 Water for treatment and subsequent public 
consumption is normally sourced from: 
Rivers: upland and lowland 
Lakes and reservoirs 
Groundwater aquifers 
 The selection of the source is governed by many 
factors, including proximity to the consumers, 
economics, long-term adequacy of supply and raw 
water quality. 
25
Each source presents its own problems 
 Surface water has elevated levels of soil particles and algae, 
making the water turbid 
 may contain pathogens 
 Groundwater has higher levels of dissolved organic matter (yellow color) 
and minerals such as iron 
 Both sources may have high levels of calcium and magnesium (hardness) 
 both can be contaminated by toxic chemicals 
26
 Four classes of water treatment: 
Class Description Source 
A No treatment Some borehole 
water 
B Disinfection only Occasional upland 
water, some 
borehole water 
C Standard water treatment Lowland rivers and 
reservoirs 
D Special Water Treatment Some rural supplies 
(Fe and Mn) 
Color removal 
Industrial water 
Algae removal 
Organics removal 
27
Screening 
Coagulation 
Flocculation 
sludge 
Sedimentation 
Filtration 
Disinfection 
Storage 
Distribution 
Raw water 
Alum 
Polymers Cl2 
sludge 
sludge 
28
 Removes large solids 
logs 
branches 
rags 
fish 
 Simple process 
may incorporate a mechanized trash removal system 
 Protects pumps and pipes in Water Treatment Plants
 Small particles are not 
removed efficiently because 
they settle too slowly 
 they may also pass through 
filters 
 easier to remove if they are 
clumped together 
 Coagulated to form larger 
particles, but they don't 
because they have a negative 
charge 
 repel each other (like two 
north poles of a magnet) 
 In coagulation 
 we add a chemical such as alum 
which produces positive charges 
to neutralize the negative charges 
on the particles 
 particles can stick together 
 forming larger particles 
 more easily removed 
 process involves addition of 
chemical (e.g. alum) 
 rapid mixing to dissolve the 
chemical 
 distribute it evenly throughout 
water 
30
 Aluminum Sulfate Al2(SO4)3 
 Ferrous Sulfate FeSO4 
 Ferric Sulfate Fe2(SO4)3 
 Ferric Chloride FeCl3 
 Lime Ca(OH)2 
Aluminum salts are cheaper but 
iron salts are more effective over 
wider pH range 
31
 Now the particles have a neutral 
charge 
 They can an stick together 
 The water flows into a tank with 
paddles that provide slow mixing 
 bring the small particles together to 
form larger particles called flocs 
 Mixing is done quite slowly and 
gently in the flocculation step 
 If the mixing is too fast, the flocs 
will break apart into small particles 
that are difficult to remove by 
sedimentation or filtration. 
32
33 
 Water flows to a tank called a 
sedimentation basin 
 Gravity causes the flocs to settle to the 
bottom 
 Large particles settle more rapidly 
than small particles 
 It would take a very long time for all 
particles to settle out and that would 
mean we would need a very large 
sedimentation basin. 
 So the clarified water, with most of 
the particles removed, moves on to the 
filtration step where the finer particles 
are removed
 The filtration apparatus is a concrete box which contains sand 
(which does the filtering), gravel (which keeps the sand from 
getting out) and underdrain (where the filtered water exits) 
 After the filter is operated for a while, the sand becomes 
clogged with particles and must be backwashed 
 Flow through the filter is reversed and the sand and particles are 
suspended 
 The particles are lighter than the sand, so they rise up and are 
flushed from the system. When backwashing is complete, the 
sand settles down onto the gravel, flow is reversed and the 
process begins again 
34
 With particles removed, it 
only remains to 
provide disinfection, so that 
no pathogens remain in the 
water 
 Protozoan pathogens are 
large in size and have been 
removed with other particles 
 Bacteria and viruses are 
now destroyed by addition 
of a disinfectant 
35
Chlorination 
 Enough chlorine is 
added so that some 
remains to go out in the 
water distribution 
system, protecting the 
public once the water 
leaves the plant 
36
 Pumping of the clean 
water produced at the 
treatment plant to the 
community is 
called distribution 
 This can be done directly 
or by first pumping the 
water to reservoirs or 
water storage tanks 
37
 Water fluoridation is the controlled addition 
of fluoride to a public water supply to 
reduce tooth decay. Fluoridated water has 
fluoride at a level that is effective for 
preventing cavities; this can occur naturally or 
by adding fluoride. 
38
 Ground waters are more likely to have a 
higher fluoride content. 
 Most surface water have negligible amount. 
39
40
 Purposes: 
To take a water treated by standard processes and to 
improve it to exceptionally high quality as often 
required by particular industries. 
To treat a water containing specific chemical or 
microbiological contaminants to an acceptable standard, 
i.e removal of iron and manganese, the removal of blue-green 
algae, the removal of specific organics 
41
42
43
 Techniques Used: 
Iron and manganese removal - iron is removed by 
pressure filters while manganese is removed by gravity 
sand filters 
Ion Exchange and inorganic absorption - water 
softening by exchanging undesirable calcium and 
magnesium cations with sodium. Also used to remove 
undesirable cations including barium, strontium and 
radium and undesirable anions including fluoride, 
nitrates, silicates and chromates 
44
 Techniques Used: 
Adsorption of organics – undesirable contaminants are 
adsorbed on to solid adsorbents. 
Membrane processes – uses microfiltration, 
ultrafiltration, reverse osmosis, electrodialysis 
Oxidation including chemical oxidation – two or more 
chemical species are added with the purpose of 
increasing the oxidation state of one. 
45
46 
The Angat River is the largest and 
most important source of water for our 
region.
47
48

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Water Treatment

  • 1. by: Ma. Teresa P. Francisco DT Student 1
  • 2.  Water treatment is the process of making water suitable or acceptable for an end-use.  It removes existing water contaminants and so reduces their concentration that the water becomes fit for its desired application.  Why Water Treatment?  Natural waters are rarely of satisfactory quality for human consumption or industrial use and nearly always needed to be treated. 2
  • 3.  In the United States and the United Kingdom, by far the most common sources of raw freshwater are rivers and lakes, though in recent decades, more sources of groundwater are being utilized.  Some groundwater sources are so pure that no treatment is necessary although when used for public supplies, local water authorities tend to apply a disinfection process, but this is primarily for disinfection purposes of the distribution network. 3
  • 4.  The objectives of water treatment are to produce: Water that is safe for human consumption Water that is appealing aesthetically to the consumer Water at a reasonable cost 4
  • 5.  Advanced water treatment processes are often required by industry, e.g. the beverage or pharmaceutical industries. Such industries may have higher standards than those for potable supplies. 5
  • 6.  Public water supplies normally service the requirements of: Domestic households Fire fighting Industrial Commercial 6
  • 7. Source: UN Development Program 2006 7
  • 8. 8
  • 9. Development of New Water Sources:  Angat Dam - the only present source of water supply for the MWSS service area serving a total of 13 million population out of the total service population of 15 million, or only 87% total service coverage.  Angat Dam provides a supply volume of 4,000 million liters per day (4,000 mld) out of the present demand of 4,395 mld, or a deficit of 395 mld.  By 2015, the projected demand is expected to reach 5,054 mld, thus requiring the development of supplementary sources of water to address the increasing demand. 9
  • 10.  In discussing water quality, two sets of standards exist:  The quality of raw water  The quality of the treated potable water 10
  • 11.  Organoleptic Parameters  Physicochemical Parameters  Parameters Concerning Substances Undesirable in Excessive Amounts  Parameters Concerning Toxic Substances  Microbiological Parameters 11
  • 12. Organoleptic parameters ■ Turbidity ■ Colour ■ Odour ■ Taste 12
  • 13. Turbidity Turbidity refers to how clear the water is The greater the amount of total suspended solids in the water, the murkier it appears and the higher the measured turbidity 13
  • 14. Materials that cause water to be turbid include  Clay  Silt  Plankton  Microscopic organisms  Soluble colored organic compound 14
  • 15. COLOUR Colour is an optical parameter consisting in absorbing of a part of spectrum of visible radiation by substances dissolved in water, and suspension particles present in water or sewage. 15
  • 16. Colour in water may appear as the result of different sources activity: type of vegetation decay of plant matter algae growth plankton minerals (iron, manganese and copper) 16
  • 17. TASTE AND ODOUR are usually inter-related. Compounds in water that are perceived as giving it a taste are generally inorganic substances present in concentrations such higher than those of organic pollutants 17
  • 18. TASTE AND ODOUR Inorganic chemicals that can affect taste but not cause any odour are salt, minerals, metals. A few inorganic chemicals can cause both taste and odour problems. These are ammonia, chlorine, hydrogen sulphide. 18
  • 19. TASTE AND ODOUR Organic chemicals usually affect both taste and odour: the compounds concerned include hydrophilic acids, carboxylic acids, amino acids, carbohydrates, hydrocarbons, biological decay products, petroleum products and pesticides. 19
  • 20. Physico-chemical parameters  Temperature and pH  Conductivity (salinity)  Chlorides  Sulphates  Silica  Calcium 20
  • 21. Physico-chemical parameters  Magnesium  Sodium  Potassium  Aluminum  Total hardness  Dry residues  CO2 21
  • 22. Parameters Concerning Substances Undesirable in Excessive Amount  Inorganic Compounds: nitrates, nitrites, ammonium, phosphorus, fluoride, metals (Iron, Manganese, Copper)  Organic conontaminants: THM’s, phenols, surfactants 22
  • 23. Parameters Concerning Toxic Substances  Arsenic  Cadmium  Cyanide  Chromium  Lead  Mercury  Nickel  Etc 23
  • 24. Microbiological Parameters  Bacteria  Viruses 24
  • 25.  Water for treatment and subsequent public consumption is normally sourced from: Rivers: upland and lowland Lakes and reservoirs Groundwater aquifers  The selection of the source is governed by many factors, including proximity to the consumers, economics, long-term adequacy of supply and raw water quality. 25
  • 26. Each source presents its own problems  Surface water has elevated levels of soil particles and algae, making the water turbid  may contain pathogens  Groundwater has higher levels of dissolved organic matter (yellow color) and minerals such as iron  Both sources may have high levels of calcium and magnesium (hardness)  both can be contaminated by toxic chemicals 26
  • 27.  Four classes of water treatment: Class Description Source A No treatment Some borehole water B Disinfection only Occasional upland water, some borehole water C Standard water treatment Lowland rivers and reservoirs D Special Water Treatment Some rural supplies (Fe and Mn) Color removal Industrial water Algae removal Organics removal 27
  • 28. Screening Coagulation Flocculation sludge Sedimentation Filtration Disinfection Storage Distribution Raw water Alum Polymers Cl2 sludge sludge 28
  • 29.  Removes large solids logs branches rags fish  Simple process may incorporate a mechanized trash removal system  Protects pumps and pipes in Water Treatment Plants
  • 30.  Small particles are not removed efficiently because they settle too slowly  they may also pass through filters  easier to remove if they are clumped together  Coagulated to form larger particles, but they don't because they have a negative charge  repel each other (like two north poles of a magnet)  In coagulation  we add a chemical such as alum which produces positive charges to neutralize the negative charges on the particles  particles can stick together  forming larger particles  more easily removed  process involves addition of chemical (e.g. alum)  rapid mixing to dissolve the chemical  distribute it evenly throughout water 30
  • 31.  Aluminum Sulfate Al2(SO4)3  Ferrous Sulfate FeSO4  Ferric Sulfate Fe2(SO4)3  Ferric Chloride FeCl3  Lime Ca(OH)2 Aluminum salts are cheaper but iron salts are more effective over wider pH range 31
  • 32.  Now the particles have a neutral charge  They can an stick together  The water flows into a tank with paddles that provide slow mixing  bring the small particles together to form larger particles called flocs  Mixing is done quite slowly and gently in the flocculation step  If the mixing is too fast, the flocs will break apart into small particles that are difficult to remove by sedimentation or filtration. 32
  • 33. 33  Water flows to a tank called a sedimentation basin  Gravity causes the flocs to settle to the bottom  Large particles settle more rapidly than small particles  It would take a very long time for all particles to settle out and that would mean we would need a very large sedimentation basin.  So the clarified water, with most of the particles removed, moves on to the filtration step where the finer particles are removed
  • 34.  The filtration apparatus is a concrete box which contains sand (which does the filtering), gravel (which keeps the sand from getting out) and underdrain (where the filtered water exits)  After the filter is operated for a while, the sand becomes clogged with particles and must be backwashed  Flow through the filter is reversed and the sand and particles are suspended  The particles are lighter than the sand, so they rise up and are flushed from the system. When backwashing is complete, the sand settles down onto the gravel, flow is reversed and the process begins again 34
  • 35.  With particles removed, it only remains to provide disinfection, so that no pathogens remain in the water  Protozoan pathogens are large in size and have been removed with other particles  Bacteria and viruses are now destroyed by addition of a disinfectant 35
  • 36. Chlorination  Enough chlorine is added so that some remains to go out in the water distribution system, protecting the public once the water leaves the plant 36
  • 37.  Pumping of the clean water produced at the treatment plant to the community is called distribution  This can be done directly or by first pumping the water to reservoirs or water storage tanks 37
  • 38.  Water fluoridation is the controlled addition of fluoride to a public water supply to reduce tooth decay. Fluoridated water has fluoride at a level that is effective for preventing cavities; this can occur naturally or by adding fluoride. 38
  • 39.  Ground waters are more likely to have a higher fluoride content.  Most surface water have negligible amount. 39
  • 40. 40
  • 41.  Purposes: To take a water treated by standard processes and to improve it to exceptionally high quality as often required by particular industries. To treat a water containing specific chemical or microbiological contaminants to an acceptable standard, i.e removal of iron and manganese, the removal of blue-green algae, the removal of specific organics 41
  • 42. 42
  • 43. 43
  • 44.  Techniques Used: Iron and manganese removal - iron is removed by pressure filters while manganese is removed by gravity sand filters Ion Exchange and inorganic absorption - water softening by exchanging undesirable calcium and magnesium cations with sodium. Also used to remove undesirable cations including barium, strontium and radium and undesirable anions including fluoride, nitrates, silicates and chromates 44
  • 45.  Techniques Used: Adsorption of organics – undesirable contaminants are adsorbed on to solid adsorbents. Membrane processes – uses microfiltration, ultrafiltration, reverse osmosis, electrodialysis Oxidation including chemical oxidation – two or more chemical species are added with the purpose of increasing the oxidation state of one. 45
  • 46. 46 The Angat River is the largest and most important source of water for our region.
  • 47. 47
  • 48. 48