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1 Water Treatment Technology Water Resources Engineering Civil Engineering ENGC 6305 Dr. Fahid Rabah PhD. PE. PDF created with pdfFactory Pro trial version www.pdffactory.com
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Water Treatment Lecture 1

Mar 29, 2015

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Page 1: Water Treatment Lecture 1

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Water Treatment Technology

Water Resources EngineeringCivil Engineering

ENGC 6305

Dr. Fahid Rabah PhD. PE.

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Page 2: Water Treatment Lecture 1

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1. Introduction

1.1 Objectives of water treatment• The principal objective of water treatment is to provide

potable water that is chemically and biologically safe for human consumption. It should also be free from unpleasant tastes and odors.

• water treatment objective is to produce both "potable" and "palatable".- Potable: - Water that can be consumed in any desired amount without concern for adverse heath effects. Potable dose not mean necessarily mean that the water tastes good.- Palatable: - it is a water that is pleasing to drink but not necessarily safe.

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1. Introduction…cont’d

1.1 Objectives of water treatment..Cont’d• Water treatment aims at producing water that satisfies

a set of drinking water quality standards at a reasonable price to the consumers.

• Removal of solids in water. Solids maybe suspended, dissolved or colloidal. Some of the dissolved solids should stay in water at healthy concentrations.

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1.2 Water Quality

1.2.1 Water quality characteristicsa. Physical characteristics:-• Turbidity• Color• Taste and odor• Temperatureb. Chemical characteristics:• Many dissolved chemicals exist in water and many of them are

of concern such as:-Chloride, fluorides, Iron, lead, manganese, sodium, sulfate, zinc, toxic inorganic substances, toxic organic substances,

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1.2 Water Quality

1.2.1 Water quality characteristics.. Cont’dc. Microbiological characteristic:-Pathogens: viruses, bacteria, protozoa, helminthes

(warms)

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1.2 Water Quality

1.2.2 Water quality standards

See the EPA Primary drinking water standards

See the typical composition of water from different sources

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Secondary MCLs (mg/L)

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1.2 Water Quality1.2.3 Water classification by source

Ground- vs. Surface WaterGroundwater

• constant composition• high mineral content• low turbidity• low color• low or no D.O.• high hardness• high Fe, Mn

Surface water• variable composition• low mineral content• high turbidity• colored• D.O. present• low hardness• taste and odor

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1.2 Water Quality

1.2.3 Water classification by source- Surface water- Ground water.

• The difference between the two water types is given in the following table.

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1.3 Water treatment methods1.3.1 Unit operations and Unit processesWater treatment plants utilize many treatmentprocesses to produce water of a desired quality.These processes fall into two broad divisions:-A) Unit operations: (UO)

Removal of contaminants is achieved by physical forces such as gravity and screening.

B) Unit processes (UP)Removal is achieved by chemical and biological reactions.

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1.3 Water treatment methods1.3.2 Most common treatment methods• Coagulation and flocculation (UP)• Softening (UP)• Reverse osmosis RO (UP)• electrodialysis (UP)• ion exchange (UP)• adsorption (UO)• Precipitation (UP)• disinfection (UP)• sedimentation (UO)• filtration (UO

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1.4 Water Treatment Plants

1.4.1 Most common water treatment plantsWater treatment plants can be classified as:-

A) Simple disinfection:-It is a direct pumping and chlorine injection. Used to treat high quality water.

B) Filtration plants: (surface water)• Removes: color, turbidity, taste, odor, and bacteria (filtration

plant)• if the source water has better quality with lower solids,

flocculation and sedimentation can be omitted, this modification is called direct filtration.

C) softening plants:- (ground water)

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Surface Water Treatment

Surface water from supply

Rapid Mix

FlocculationBasin

Sedimentationbasin

SludgeRapid Sand Filter

Disinfection

Storage

To DistributionSystem

Screen

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Groundwater Treatment

Ground waterfrom wells

Sedimentationbasin

SludgeRecarbo-nation

To Distri-butionSystem

Rapid Mix

FlocculationBasin

Disinfection

StorageCO2

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Treatment Flow ChartCapacity: 132 million m3/day

Reservoir

Intake

ChlorineinjectionStabilization

tank

PAC Coagulant

Sedimentationtank

Flashmix

Flocculationtank

Filter

ChlorineinjectionClear wellPump

Finished waterstorage tank

Household

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Conventional Water Treatment Process

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Sedimentation

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Sedimentation Tank

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Circular Clarifiers

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Automatic Backwash Filter

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Filtration

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Flocculator

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Vertical Baffle Flocculator

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Flocculation

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Trojan UV 8000 LP System

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