WATER
POLLUTION
CIVL270-Maraqa
Precipitation on sea
The
Hydrologic
Cycle
458x10 km
3
3
Precipitation on land
119x103 km3
Evapotranspiration
Evaporation
72x103 km3
505x103 km3
Runoff
47x103 km3
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Water Resources
Resources
Water
Conventional
Conventional
Surface water
water
Surface
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Groundwater
Groundwater
Unconventional
Unconventional
Desalination
Desalination
Treated
Treated
wastewater
wastewater
Water Resources
About 2.2 billion people in developing countries lack access to safe drinking
water.
About 2.7 billion people in developing countries lack access to safe sanitation
services.
Water Use
Use
Water
Domestic
Domestic
Industrial
Industrial
Agricultural
Agricultural
Percent of withdrawal
100
Domestic
Industrial
Agricultural
80
60
40
20
0
Low
Mid
High
Income level
Water withdrawals by sector in low, mid and high income
countries (Environmental Science: A Global Concern, W.P. Cunningham
and B.W. Saigo, 3rd. Ed. Wm. Brown Pub. © 1995)
CIVL270-Maraqa
Water Usage
Household Water Usage
Liters
Standard toilet, per flush
10-30
Shower head, per minute
20-30
Dishwasher, per load
50-120
Washing car with running water, 20 minute
400-800
Uncovered 60m2 pool, per day
100-400
Agricultural Items
One egg
150
Glass of milk
380
One kg of rice
4240
CIVL270-Maraqa
Water pollution
pollution
Water
Physical
Physical
Radiological
Radiological
•Thermal
•Solids
Chemical
Chemical
Biological
Biological
•Hardness
•Pathogens
•Heavy metals
•Nutrients
•Pesticides
•Oxygen demanding waste
•Volatile organic compounds
CIVL270-Maraqa
•Radio-isotopes
•Thermal Pollution
Causes a drop in the dissolved oxygen due to higher metabolic rate
and lower DO solubility at higher temperature.
•Solids
Could be suspended (causing turbidity) or dissolved causing
salinity).
Total dissolved solids (TDS) in water is the sum of all cations
and anions present expressed in mg/L.
Water use
Drinking
TDS, mg/L
<500
Irrigation
Animals
<2100
Up to 10,000
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•Hardness
Sum of divalent cations especially Ca and Mg.
Causes scale formation
Hardness is commonly expressed in meq/L or mg/L as CaCO3
Hardness
Hardness
Hardness
classification
of water
Description
meq/L
mg/L as CaCO3
Soft
<1
<50
Moderately
hard
1-3
50-150
Hard
3-6
150-300
Very hard
>6
>300
mg
Concentration of X ( mg / L) × 50 (mg CaCO 3 / meq)
of X as CaCO 3 =
L
Equivalent weight of X (mg / meq)
Equivalent weight =
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Atomic or molecular weight
equivalent number
Symbol
Atomic or
molecular weight
Equivalent
number
Equivalent weight
(mg/meq)
Al3+
27
3
9
Ca2+
40.1
2
20
1
1
1
Mg2+
24.3
2
12.2
K+
39.1
1
39.1
Na+
23
1
23
HCO3-
61
1
61
CO3 2-
60
2
30
35.5
1
35.5
NO3-
62
1
62
PO4 3-
95
3
31.7
SO42-
96
2
48
CaCO
100
2
50
H+
Cl-
3
CIVL270-Maraqa
•Heavy Metals
Cations with specific gravity >4.
Examples: Hg, Pb, Cd, Cr, Co, Fe, Mn, Zn, etc.
Most heavy metals are toxic at low levels.
Some are useful as nutrients at low level but toxic at high level.
•Oxygen Demanding Waste
Substance that oxidize in water (most organics).
Cause a drop in the dissolved oxygen.
CIVL270-Maraqa
•Pesticides
Classification based on intended use: insecticides, herbicides,
fungicides, etc.
Classification based on chemical structure: organochloroines
(ex. DDT), organophosphate, and carbamates.
•Nutrients
Include N, P, S, C, Ca, K, Fe, etc.
Allow algal growth
•Volatile Organic Compounds (VOCs)
Chlorinated compound, PCE, TCE, DCE, vinyl chloride, TCA
Aromatic hydrocarbons, BTEX
CIVL270-Maraqa
Biochemical Oxygen Demand (BOD)
BOD: The amount of O2 needed by the microorganisms
to oxidize organic wastes.
Organic matter + O2
Microorganisms
CO2 + H2O +……….
BOD5: Amount of oxygen consumed in 5 days per liter of solution.
BOD
BOD
CBOD
CBOD
Carbonaceousoxygen
oxygendemand
demand
Carbonaceous
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NBOD
NBOD
Nitrogeneousoxygen
oxygendemand
demand
Nitrogeneous
Case 1: No Dilution
BOD5 = DOi - DO5
5 days
Dissolved oxygen
initial
at 20 oC
DOi
DO5
Sample
Sample
Dissolved oxygen after
5 days
Case 2: Diluted sample with blank free from organics
5 days
at 20 oC
DOi
DO5
Diluted
sample
Diluted
sample
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DOi − DO 5
BOD5 =
P
Vsample
P=
Vsample + Vdilution
Dilution factor
Case 3: Diluted sample with blank that has organics
5 days
5 days
at 20 oC
at 20 oC
DOi
DO5
DOi
DO5
Diluted
sample
Diluted
sample
Dilution
water
Dilution
water
BOD5 =
(DOi − DO5 ) diluted sample − (DOi − DO5 ) dilution (1 − P)
How to select P?
Two conditions have to be met:
(i) DO5 > 2 mg/L
(ii) DOi-DO5>2 mg/L
CIVL270-Maraqa
P
Example 5.2
A test bottle containing dilution water has its DO level drop by 1.0
mg/L in a five-day test. A 300-ml BOD bottle filled with 15 ml of
wastewater and the rest dilution water experiences a drop of 7.2
mg/L in the same time period. What is the BOD5 of the waste?
Solution
P=
Vsample
Vsample + Vdilution
BOD5 =
BOD5 =
=
15
= 0.05
15 + 285
(DO i − DO5 ) diluted sample − (DOi − DO5 ) dilution (1 − P)
P
(7.2) − (1.0)(1 − 0.05)
= 125 mg / L
0.05
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Problem 5.4 with modification
A BOD test is to be run on a sample of wastewater that has a BOD5
of approximately 250 mg/L. If the initial DO of a mix of dilution
water and wastewater is 8 mg/L. What is the best dilution factor to
be used in order to determine the exact BOD5 of the sample?
Solution
Assume dilution water is free of organics
BOD5 =
Two conditions have to be met in determining P:
(i) DO5 > 2 mg/L
(ii) DOi-DO5>2 mg/L
BOD5 =
DOi − DO5
8−2
⇒ 250 =
⇒ P = 1 / 41.7
P
P
BOD5 =
DOi − DO5
2
⇒ 250 = ⇒ P = 1 / 125
P
P
The best P value is the average of the two values
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DO i − DO5
P
P=1/83
Example 6.4
A groundwater sample has 100 mg/L Ca and 10 mg/L Mg. Classify
the water from a hardness point-of-view.
Solution
mg
Concentration of X (mg / L) × 50 (mg CaCO 3 / meq)
of X as CaCO 3 =
L
Equivalent weight of X (mg / meq)
mg
100 (mg / L) × 50 (mg CaCO 3 / meq)
of Ca as CaCO 3 =
= 250
L
20 (mg / meq)
mg
10 (mg / L) × 50 (mg CaCO 3 / meq)
of Mg as CaCO 3 =
= 41
L
12.2 (mg / meq)
So, the total hardness of the water is 291 mg/L as CaCO3 and the
water is classified as hard.
CIVL270-Maraqa