ALternative water LEC 01

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1

Alternative water treatment
Lecture 01

Introduction

Stanisław M. Rybicki, Ph.D. (Eng); PE; KM; IWA
Chair of Water and Wastewater Treatment
(Zakład Oczyszczania Wody i Ścieków)

Room 311
stan@venus.pk.edu.pl

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2

Standards
of finished (tap) water quality

• WHO (World Health Organisation)
• Regional objectives

– European Union Directives
– US EPA Standards

• Local Standards

– National Standards (EU)
– State Standards (US)

The WHO guidelines summarize world-wide knowledge
regarding potable water impact on consumers.
Guidelines are being updated due to development of
measurement techniques, better understanding of an impact
mechanisms also due to changing aesthetic requirements of
consumers.

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3

Treatment process choice

• Apply only necessary processes

Follow processes that take place in nature

Minimize chemicals’ use

• More complicated process costs more

• Check by-products formation and handling

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4

Treatment process development

(last 100 years)

• 19

th

Century – slow sand filtration, infiltration

• 19

th

/20

th

Century – disinfection

• 20’s – sand rapid filtration

• 30’s –chemical treatment

• 50’s – sorption for taste improvement

• 70’s – by-product formation control

• 80’s - minimize chemical use

• 90’s – biological treatment, quality within the network

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Follow processes that take place in
nature – basic examples

• Sand filtration – natural infiltration using porous media

• Sedimentation – self-purification of an ambient water in

reservoirs

• Sorption – sorption of organics on clay particles

• Ozone generation - lightning

• Disinfection – UV/solar radiation

• Biological nitrification/denitrification

QUIZ : Coagulation - ??????

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Surface water treatment

 Complexed layouts, more processes applied
 Seasonal changes in raw water quality, impact of weather

conditions, impact of wastewater

 Typical processes applied

– Colour removal

coagulation









– Turbidity removal

coagulation









– Organic matter removal →

oxidation

– Suspended solids removal

filtration

Disinfection







 coagulation followed by sedimentation

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Process scheme

 Process scheme (layout) is ‘tailor made’ for specific raw

water quality

 Set of treatment units (facilities) create Water Treatment

Plant (WTP)

 EU Directive 440/75/EEC requires WTP layout to be

adopted to the raw water characteristics – categories of
equipment

 Level of treatment for each of category

– Category A1 – simple treatment: filtration / disinfection;
– Category A2 – full treatment:

coagulation/sedimentation/filtration/disinfection/

– Category A3 – advanced treatment : as A2 plus oxidation and

sorption

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Process
scheme
category
A1

Chlorination

Disinfection

TREATED WATER

Contact chamber

Treated water reservoir

Sand rapid filter

(Filtration)

Water intake

Raw water

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Process
scheme
category
A2

Chemical

Coagulants

Flocculants

Chlorination

Disinfection

TREATED WATER

Contact chamber

Treated water reservoir

Sand rapid filter

(Filtration)

Clarifier

(Post-coagulation sedimentation)

Rapid mixing

Flocculation chamber

Water intake

Raw water

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Process
scheme
category
A3

Chemical

Coagulants
Flocculants

Chlorination

Disinfection

TREATED WATER

Contact chamber

Treated water reservoir

GAC Filter

Adsorption

Ozonization

(Oxidation)

Sand rapid filter

(Filtration)

Clarifier

(Post-coagulation sedimentation)

Rapid mixing

Flocculation chamber

Water intake

Raw water

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Typical groundwater treatment scheme

Chlorination

Treated water - to consumers

Treated water

reservoir

Contact chamber

Sand rapid filters

Aeration

Well

raw water intake

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Alternative treatment

• Conventional treatment (e.g.: sedimentation,

coagulation, filtration, disinfection) A1, A2

• Advanced treatment (e.g.: GAC filtration/adsorption,

advanced oxidation/ozonization) A3

• Industrial water treatment (e.g.:ion exchange, softening)
Alternative treatment:

Membrane technologies
Non-chemical coagulants
In-situ treatment
Solar radiation applied in disinfection
Changes in quality within a network
Biological processes in water treatment
Wastewater reuse/reclamation

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Application of
an alternative treatment

Membrane technologies:

Effective removal of solid particles and colloids

without chemicals’ addition;

Minimization of disinfectants’ use by removal of

‘large size’ pathogens (protozoa, bacteria even
viruses);

Effective prevention against contamination within a

network;

Recommended especially in remote areas without

and energy deficit;

Efficient in emergency WTPs e.g. Container WTPs

applied by relief units of the UN

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MF

UF

NF

RO

MF

UF

NF

RO

Membrane application

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Application of
an alternative treatment

Non-chemical coagulants dual advantage:

Developed countries:

Minimization of heavy metals’ traces from hydrolysis

of amphoteric metals’ salts (e.g. Al

3+

);

Avoidance of chemicals in treatment processes while

continuous coagulation is a must;

Developing countries:

Minimization of heavy metals’ traces from hydrolysis

of amphoteric metals’ salts (e.g. Al

3+

);

Avoidance of chemicals in treatment processes while

continuous coagulation is a must;

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Application of
an alternative treatment

In-situ treatment:

Improvement of quality of groundwater;
Creation of an ‘artificial groundwater’;
Increase of an operational capacity of

groundwater intakes (wells);

Recovery from contamination e.g. oil spills;

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Application of
an alternative treatment

Solar radiation applied in disinfection:

Direct use of an ultraviolet radiation for

disinfection;

Advantages:
Lack of chemical by-products;
Use of ‘cheap energy’;
BAT for remote areas in warm climate

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Application of
an alternative treatment

Changes in quality within a network:

Bacterial growth;
Chemical corrosion;
I/I control;
Countermeasures

Wastewater reclamation:

Production of water from wastewater (mainly

municipal);

Typical applications:

Cooling citcuits;
Agriculture (the ‘fruit rule’);
Groundwater supplementaion

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19

Application of
an alternative treatment

Biological processes in water treatment

Nitrification/denitrification for nitrogen

compounds’ removal mainly from
groundwater;

In-situ denitrification;
This group of processes is under dynamic

development due to enormous contamination
of groundwater in rural areas of Europe;

Technologies may be applied also in marshes


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