CIVE322REPORT
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CIVE 322 – Environmental Engineering
Water Treatment Plant Field Trip Report
Department of Civil Engineering University of Louisiana at
Lafayette
May 1, 2020
Prepared by:
Fahad Bux_________________________________________________________________________
Garrett Menard_____________________________________________________________________
Moahmmed Al Balushi_______________________________________________________________
Shay Broussard_____________________________________________________________________
Tanner Shaddox_____________________________________________________________________
Seth Benoit_________________________________________________________________________
Submitted to:
Dr. Daniel Gang
TABLE OF CONTENTS
I. Introduction……………………………………….……..…………………
...........................................
5
II. Raw Water Characteristics…….………………………………………………
.....................................
8
III. Process, Configuration, and Layout …………………………………………
......................................
9
IV. Finished Water Quality ………………..
.............................................................................................
14
V. Discussion
.............................................................................................................................................
15
VI. References………………………………………………………………………
................................
16
2
LIST OF FIGURES
Figure 1: Aquifer Water Source……..…………………………………….………
...................................
9
Figure 2: Aquifer Water Source ……………………………..………….………………………………..9
Figure 3: Chlorine Tanks….……………………………………….……………………………………...9
Figure
4:
Sand
Filtration
Control
panel
....
…………………………
....
…….
…………………………….10
Figure 5: Backwash Settling Tank………….………………………………...………………………
.....
10
Figure 6: Process Flow Diagram…...…………………………………………………………………….12
Figure
7:
Plant
Layout…………………………………………………………….
……………………...13
3
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LIST OF TABLES
Table 1: Raw Water Characteristics...….………………………...……………
.........................................
8
Table 2: Flow Capacities/Dimensions …………...…………….………….……
......................................
11
Table
3:
Chemical
Usage..…………….…………………
....
…………………………………………….11
Table 4:
Power Input…………………………………………………………………………...
………...12
Table 5: Finished Water Quality Characteristics
....
…..………
....
………………………………………..14
4
I.
Introduction and Background
Life is linked to water, it is just another definition for life. On earth, there would be no existence
of life without water, it’s the most essential and valuable resource. Approximately the water covers 71%
of earth’s surface, 97.4% of water is found in the ocean, the other 2.6% is freshwater that is founded in
ice caps, and groundwater with a percentage of 1.98% and 0.59% respectively. There are many major
pollution sources that could affect the water on the earth and make it harmful such as pathogens,
nutrients, synthetic organic, oxygen demanding wastes, etc. Therefore, extracting clear healthy water is
an issue that needs to be addressed. Our whole human civilization was built on the use of water.
Throughout history, civilization had faced challenges to produce clear drinking water. In the past,
the water was examined to make sure it is safe and drinkable by looking at how clear the water is and if
its taste had changed. In ancient Egypt, finding water wasn’t easy to find. For most Egyptians, the river
Nil was the only source of drinking water. People would wash themselves, wash their bodies and clean
their clothes in the Nil. The bacteria in the water was causing people to feel ill. As a solution, chemicals
such as alum were added; it acts as a magnum to remove any harmful bacteria from the water. However,
the problem was still not solved. During the period of Greeks, Hippocrates (the father of medicine)
studied how dirty water affected people’s health. He developed a way by using a cloth to strain water
through capturing any water before boiling it. In the early mid 1600s, Francis Bacon discovered a
fundamental part of purifying water by using a method called sand filtration. This method has
straightened the path for clearer purified water. Additionally, a Dutch scientist Antonio Leeuwenhoek in
1674 observed the first bacteria using the microscope on water. This discovery was the first step that
helped produce the method of water treatment that we know of today.
Nowadays, water goes through a series of steps and processes before it is filtered and made safe
to use. After the water is collected from its main source, it flows from the intake point (river, lake,
etc…), then goes through a treatment plant, to a storage tank that then distributes the water to our houses
through various pipe systems. The community being aware of healthy drinking water established an
Environmental protection agency (EPA) in 1970. Setting standards and regulation to protect the public
health. Primary standards which are legally enforceable standards that apply to public water systems to
protect the public health by limiting the level of contaminants in drinking water. Secondary standards are
the non-enforceable guidelines regulating contaminants that may cause cosmetic or aesthetic effects in
drinking water. one notable standard of water that should be met is that the mercury concentration
should not exceed 0.002mg/l.
5
Lafayette Utilities Systems (LUS), was established in 1896 to improve the quality of life for
Lafayette residents. LUS is a governmental cooperation that offers quality water, electricity,
telecommunications and wastewater. It is the largest department of the Lafayette Consolidated
Government(LCG) and it employs more than 550 people. People benefit from it because it has the
lowest residential electric utility in the states. LUS has more than 54,000 retail customers. It has four
water production facilities with a capacity totaling 53 million gallons and an average of daily production
of 23 million gallons. More than 900 miles of water distribution pipe. 31.13 million gallons were the
highest peak of production on June 2, 2011. The water is derived from the Chicot Aquifer, covering the
southwestern region of Louisiana.
LUS south treatment plant was built in 1980. To build the plant, LCG has sold municipal bonds.
The companies that were contracted to construct the plan were May engineering and Cajun contractors.
The plant is classified at a rated capacity of 23 MGD. The plant serves about 120,000 of the southern
Lafayette parish. The operational conditions consist of fourteen operators and seven maintenance
workers with two workers on shift. No experience is needed, however a total of six month of training
will be required. Additionally, after the training, the employee should acquire class 4 of treatment and
production certification through Louisiana health department. 90-95% of water treatment plants are
automated and computerized with little manual help. The LUS south water treatment plant facilitates
many processes, and makes use of various equipment, the two biggest wells that plant has could each
produce about four million gallons a day. The accumulated sludge after the digestion is sent to the local
farms for fertilization and using it as a soil. The amount that is produced or the number of wells that
needs to operate depends on the demand of water. As the population increases the demand for water
increases. Additionally, it varies from season to season. Mostly in the summer the demand for water is
increased due to the hot weather, dehydration, cleaning cars. During the pandemic of covid-19, the LUS
water treatment plant is entering the yearly peak demand according to Keenan Menard, the water
operations supervisor.
Running a corporation such as the LUS south treatment plant requires employment of a large
number of employees. According to the annual budget of the water treatment department, the total
annual personnel costs in the fiscal year 2015-2016 is estimated around $1.8 million. In addition, the
non-personnel costs of the plant are estimated to be around $3.7 million, adding up to a total of around
$5.5 million for the total estimated costs for the fiscal year.
6
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The LUS south water treatment plant field trip has taught us the process that water undergoes to
provide safe and aesthetically pleasing water. A journey of raw water going through chemicals, entering
the settling tank, getting filtered then gets disinfectant and reaches our homes purified and clarified. It
shows how fortunate we are to have access to healthy water more than any time in history.
7
II.
Raw Water Characteristics
The first step in the water treatment process begins with collecting raw water from the Chicot
Aquifer beneath southwestern Louisiana and even parts of Texas. The Chicot Aquifer is the main source
of raw water for most of the areas that lie above it. LUS currently has nine wells placed above the
Chicot Aquifer within Lafayette. On an average day, each well will pump approx. 10 million gallons of
water per day. Of all the areas utilizing the Chicot aquifer, Lafayette consumes the most raw water from
the Chicot. Notable levels of manganese and iron can be seen in the water pumped from the aquifer. As
can be seen from the table below, the levels are quite high and must be treated to reduce hardness in the
water. This hardness in the water will cause the water to leave behind water spots and scale which can be
harmful to water systems and leave buildup on faucets. One of the main goals of the plant is to provide
not only safe drinking water but also visually and physically clean and soft water. The LUS plant can
lower the hardness by adding lime and aluminum sulfate to the coagulation and flocculation processes.
To sum this section up, the raw water pumped from the Chicot aquifer is generally very usable, yet still
needs to undergo the treatment process to provide a safe drinking water product.
Raw Water Characteristics
Characteristic
Value / Range
pH
7.5
Hardness
150 mg/L
Iron Content
0 mg/L
Manganese Content
0.11 mg/L
Table 1: Raw Water Characteristics
8
III.
Process Configuration and Layout
The first step in the drinking water treatment process is raw water being drawn from the Chicot
Aquifer by one of the ground wells. The ground wells range from a depth of 300ft to 700ft deep. The
water that I pumped out of the aquifer is chlorinated as it is pumped to the treatment plant. The chlorine
that is pumped into the water is at a concentration of 180-200 mg/L, and they go through about 300
pounds of chlorine a day. The chlorine is stored in 1-ton cylinders that are protected by reinforced walls
due to concerns of terrorism after September 11
th
. They estimated they spend around 1.5 million dollars
a year on chlorine alone.
Figure 1 & 2. Aquifer Water Source
From the wells, the water then goes through the main treatment process, flowing into one of five
clarifiers (three to four are constantly active depending on demand, while the fifth remains empty for
cleaning or emergencies). In the clarifiers, various chemicals are mixed in the water for a multitude of
purposes. Initially, 1 mg/L of chlorine is added for “pre-chlorination” to oxidize the iron and manganese,
which disinfects and improves the aesthetics of the water. Next, lime is added in the clarifier at 1 mg/L
to control the pH of the water while also aiding in the coagulation and softening of the water. Also,
around 200-250 gal/day of aluminum sulfate as a coagulation agent. The clarifiers incorporate mixing,
flocculation, coagulation, and sedimentation efficiently by hosting all of the processes together in each
unit. Mixing occurs when water is initially pumped into the clarifier
unit, where it settles to the floor of the tank. Flocculation, coagulation,
and sedimentation naturally occur, and the heavy particles and sludge
that fall to the bottom of the tank are removed and sent to the thickening
tank. The clean water from the top of the tank is removed and mixed
with phosphate to control corrosion.
Figure 3. Chlorine Tanks
9
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After the addition of phosphate, the water goes through filtration tanks. Only one filter is used at
any given time to reduce the strain on them. Each filter consists of anthracite coal, sand, and gravel
which work to remove the rest of the finer particles not taken out in the clarifiers. The filters each filter
at a rate of 3.5 gal/min/ft². Every 70 hours, the filter is cleaned by backwashing, a 20 to 30-minute
process in which water is pumped back through the filter to the settling tanks to remove built-up sludge
on the filters. The settling tanks are tall cylindrical structures with conical bottoms (not visible from the
outside) where sludge settles and exits to the thickener tanks. In the thickener tanks, the settled sludge,
which contains beneficial nutrients for grass, is removed and sent to farmlands. They have a deposit for
a truck to drive up to the plant and collect the sludge to be used on farmland as you can see in the picture
below.
Figure 4. Sand Filtration Control Panel
Figure 5. Backwash Settling Tank
After the water has been filtered through the regular process, it is pumped into storage in one of
the clearwells. Within the clearwells, the water is further disinfected with chlorine in “post-chlorination”
to make it suitable for public consumption. The clean water is then pumped out of the system for public
use. Due to the fluctuation of usage rates throughout any 24-hour span, ground storage tanks are
employed to hold extra clean water when usage rates are low, for example at night.
The treatment process at the LUS water treatment plant goes through many stages to convert the
Chicot Aquifer water to safe, drinkable water for the South Lafayette Parish area. The overall process of
the plant is outlined in figure __, and the plant’s layout is illustrated in figure __.
10
TABLE 2. Flow Capacities/Dimensions
Major Unit
Quanity
Flow
Capacity
(gal/min/ft^2
)
Dimensions
LxWxH
(ft)
Dimensions
DxH
(ft)
Volume
(ft^3)
Detention
Time
(min)
Treatment
Unit #1
1
-
-
68x15
54475.2
45
Treatment
Unit #2 & 3
2
-
-
76x16
72583.3
2x
45
Filters
8
3.5
8x
27x15x12
-
4860
8x
-
Thickeners
#1 & 2
2
-
-
36x14
14250.2
2x
-
Lime Bins
#1-4
4
-
-
12x18
2035.7
4x
-
Backwash
Settling
Tank
1
-
-
(top)
26x33
(cone)
26x11 to
8 D
17520.6
1946.7
45
Table 3. Chemical Usage
Chemical
Application Rate
(ppm)
Point of addition
Method of addition
Purpose
Chlorine
3
Pre and Post
Treatment
Automated with
rates checked
periodically
Disinfectant
Lime
100
Clarifier
Inner Ring
Automated with
rates checked
periodically
Water Softener
Alum
1
Clarifier
Inner Ring
Automated with
rates checked
periodically
Flocculent
Phosphate
1
Clarifier
Output
Automated with
rates checked
periodically
Corrosion
Control
11
Table 4. Power Input
Process Step
Power Input (HP)
Function of the input
Well
Well #1,2,3,4 = 75 HP
Well #5 = 100 HP
Well #6,7 = 150 HP
Pumping Groundwater
to Clarifier
High Service
Pumps
HS #1,2,3,6,7,8,9 = 200 HP
HS #4 = 175 HP
BWWP’s = 75 HP
Blowers = 100 HP
Pumping clean water into
system
Backwashing filters
Treatment Unit
Mixers #1,2,4 = 15 HP
Scrapers #1,2,3 = 1/3 HP
Mixing
Cleaning
Thickeners
Thickeners #1,2 = 1/3 HP
Mixing
Figure 6. Process Flow Diagram
Figure 7. Plant Layout
12
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KEY 1:1 Scale
13
IV.
Finished Water Quality Characteristics
Finished Water Quality Characteristics
Characteristics
Value/Range
Maximum Contaminant
Levels (MCLs)
pH
8.3-8.4
6.5-8.5
Hardness
96-116 mg/L
500 mg/L
Iron Content
0 mg/L
0.3 mg/L
Manganese Content
0 mg/L
0.05 mg/L
Table 5: Finished Water Quality Characteristics
For human to survive, we need to maintain an intake of drinking water that is not only reliable
but also uncontaminated. In response to this, the United States established the Environmental Protection
Agency (EPA) on December 2
nd
, 1970, which ensured primary and secondary standards for the
processed drinking water we acquire every day. These standards, made by the EPA, were set forth to
ensure that all providers maintain a quality of drinking water that is beneficial for our entire population.
The primary standards from the EPA are a set of mandatory standards which limit the maximum
contaminant levels found in drinking water, which if surpassed result in consequences for the provider.
However, the secondary standards from the EPA are optional standards that regulate the contaminants in
the drinking water to ensure that the processed water is aesthetically pleasing, which includes the color
of the water and its fluidity. As shown above in Table 5, the Environmental Protection Agency standards
are followed and enforced in the Lafayette Utility System South drinking water plant.
In order to start the process of removing the iron and manganese from the raw water, chlorine is
added into the system so that the unwanted substances are oxidized. Once this is done, lime and
aluminum sulfate are added to assist as coagulants for the water during flocculation. The combination of
these chemicals and the ongoing treatment process allows for the iron and manganese to dissipate almost
entirely from the raw water. As a result, the pH of the water rises from its natural pH of 7.5 to a pH
ranging from 8.3-8.4. Once the iron and manganese are removed from the water, its hardness drops to
around 106 mg/L, which helps prevent damaging of the pipes and other systems found within the LUS
South drinking water plant.
14
15
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V.
Discussion
Lafayette Utility System (LUS) goal is to provide safe and pleasing drinking water to the
Lafayette parish area since 1980. LUS has a reliable water treatment plant that has great credentials
backing them up to provide to safe drinking water to the city. The plant produces closes to about 9-10
million gallons of drinking water per day. The water treatment plant provides some of the highest
drinking water quality, surpassing regulations. The first investigation was conducted in 1991, and ever
since then LUS has no record of line in its water distribution containing lead or any type of violation in
that matter. LUS has a built a very credible reputation since being established.
The treatment plant is mostly operated through computers and carefully supervised by the
workers. About 90-95% is computerized work, there is always 2 operators per shift. The computer
processing system that runs the plant is one of the most advanced in the state, using fiber optic security
control and data acquisition system. This system allows for the processes and necessary information to
be available on and off site. It can display many information such as changes in chlorine levels, amount
of water intake in gallons per minute, contamination levels, etc.
The design values for the treatment process have parameters that control their respective
efficiencies and input/output rates, such as the detention time have been deemed to be adequate based on
the values of finished water quality based in the book. The detention time is 40-45 minutes.
Running the LUS plant it takes nine high service wells, that range from about 100-200 HP. For
the clearwells and storage, there is four clearwells and two storages that have a total of 5.145 MG. When
it comes to personnel cost, such as salaries for the employees and insurance/tax it comes out to 1.7
million dollars. As for non-personnel costs which comes out to roughly 3.4 million dollars, most of that
chunk comes from the power service and chemical treatment supplies. For the chemical treatment
supplies, lime is the most expensive one because of regulating the waters pH.
There is no weakness to the plant other than mostly weather conditions, for example if the water
were to be frozen from it being cold. But that’s not an issue in Louisiana since we’re in a subtropical
area. As of right now there are no plans upgrade/expand the plant, which makes sense since there aren’t
ever really any problems. LUS has shown to be reliable and adequate based on their results.
16
VI.
References
"THE HISTORY OF CLEAN DRINKING WATER." The History of Clean Drinking Water |
APEC Water. N.p., n.d. Web. 23 Apr. 2020.
Masters, G. and Ela, W. (2008).
Introduction to Environmental Engineering and Science
. Upper
Saddle River, NJ: Prentice Hall.
17
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