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Wastewater Treatment in College Station, Texas

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Let's take a look. The process includes: Collection of wastewater ... Let's go back to the clarifier and pick up the process of solids handling. Solids Handling ... – PowerPoint PPT presentation

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Title: Wastewater Treatment in College Station, Texas


1
Wastewater Treatment in College Station, Texas
  • Where does wastewater go when it leaves your
    house?

Show Developed by Camden White
2
Lets take a look
  • The process includes
  • Collection of wastewater
  • Primary Treatment
  • Secondary Treatment
  • Solids Handling
  • Influent and Effluent Monitoring

3
The Treatment Plant
  • At the Carter Creek facility in College Station,
    treatment begins at the influent pump station.
  • Wastewater is pumped up into the facility by
    Screw Lift Pumps so the remaining processes are
    primarily gravity fed.

4
Removal of Large Particles
  • After wastewater is pumped into the Headworks of
    the plant, it will flow through a bar screen to
    remove large particles of waste.

5
Primary Treatment
  • For proper treatment, grit and grease should be
    removed prior to secondary treatment.
  • This occurs by slowing the velocity of the water
    so that grit particles settle out.
  • By forcing air into the water, the grease
    particles will clump together and move into a
    separate channel for removal.

6
Secondary Treatment
  • Secondary or Biological Treatment is where the
    magic happens.
  • This is where the prescreened wastewater meets
    the bugs.
  • In the wastewater business, bugs refer to the
    bacteria, protozoa, and other microorganisms that
    feed on bacteria found in wastewater.

7
Secondary Treatment
  • Secondary Treatment occurs in an Aeration Basin.
  • Large blowers force air into these basins to keep
    the bugs happy.
  • A good dissolved oxygen level is between 2 and 4
    mg/l.

8
Regulating Conditions in the Aeration Basin
  • Air can be regulated using the blowers, however
    we must also regulate the amount of bugs in the
    aeration basin.
  • Bugs are removed and brought back to the
    aeration basin, a process that will be evident
    soon.
  • Due to constant reproduction, some bugs must be
    removed and disposed of, also covered soon.

9
Clarification
  • When the treated water leaves the aeration basin,
    it flows into a clarifier.
  • The clarifier is designed for solids settling so
    there is not any air being forced into the
    clarifiers.
  • The bugs that traveled over to the clarifier
    settle to the bottom and the clear water flows
    over the weirs.

10
Return Activated Sludge
  • Return Activated Sludge (RAS), the bugs that
    collect on the floor of the clarifier are
    returned to the aeration basin to continue
    breaking down bacteria in the wastewater.

11
Waste Activated Sludge
  • As mentioned previously, constant reproduction
    will force an operator to dispose of or waste
    some of the bugs in the process in order to
    keep the food to microorganism ratio at a
    sustainable level.
  • The product of this wasting is called Waste
    Activated Sludge (WAS) and it will be sent to a
    thickener which will be visited later.

12
Final Clarification
  • At the Carter Creek facility, we have final
    clarifiers.
  • When the treated water comes over the weirs of
    the clarifier, it travels to the final clarifier
    where any remaining solids will settle out.

13
Disinfection
  • Many facilities use chlorine to disinfect the
    final product, but chlorine is very dangerous.
  • At the Carter Creek facility, we use Ultraviolet
    light for disinfection.
  • The UV does not kill everything that passes by,
    it sterilizes it, rendering it unable to
    reproduce and use valuable oxygen in receiving
    streams.

14
Effluent
  • It is our goal to produce a clean environmentally
    safe effluent.
  • We want to see a low BOD, a neutral pH, low TSS,
    as well as low ammonia in the effluent.
  • Quality control tests are run to ensure the plant
    is running within permit regulations.

15
Lab Tests
  • BOD-Biochemical Oxygen Demand
  • TSS-Total Suspended Solids
  • Ammonia
  • Fecal Coliform
  • Temperature
  • Dissolved Oxygen

16
Lab Tests
  • BOD-indicates strength of wastewater can tell an
    operator how much oxygen will be used by the
    biomass found in wastewater and wastewater
    effluent.
  • TSS-measure the total suspended solids or what
    will become oxygen demanders in receiving stream
  • Ammonia is extremely toxic to fish and wildlife
  • Fecal coliform is an indicator species of how
    much potentially harmful biomass is present
  • Temperature shifts can alter receiving streams
    and magnify effects of other factors in stream
    health
  • Dissolved oxygen in critical in plant and fish
    survival.

17
Whats next?
  • We have treated the water better than the State
    standards
  • Now it is time to take care of the solids that
    were wasted out of the clarifier, the Waste
    Activated Sludge.
  • Lets go back to the clarifier and pick up the
    process of solids handling.

18
Solids Handling
  • The purpose of solids handling is to dewater and
    reduce pathogens present in activated sludge.
  • The Waste Activated Sludge is moved from the
    clarifiers to the gravity thickener.
  • The gravity thickener will act as another
    clarifier allowing solids to settle where they
    will then be pumped into a Rotary Drum Thickener.

19
Rotary Drum Thickener
  • The purpose of the Rotary Drum Thickener is to
    dewater the sludge.
  • Polymer is added to the sludge in a flocculation
    tank where the sludge will form nice clumps.
  • The sludge and polymer will ride through a long
    turning drum where most of the water will fall
    through the fine screen and the thickened sludge
    will remain.

20
ATAD
  • The thickened sludge will be pumped into the
    Autothermal Aerobic Digesters, ATAD.
  • The ATAD system utilizes insulated digesters and
    bacterial metabolic heat to warm the sludge to
    approximately 55 degrees Centigrade reducing
    pathogens and vector attraction to produce Class
    A sludge which can be applied to land as a soil
    amendment.

21
Digested Sludge Holding Tank
  • When the sludge leaves the ATAD, it moves to the
    Digested Sludge Holding Tank.
  • The digested sludge will spend an average of 30
    days in the Digested Sludge Holding Tank in order
    to cool and stabilize.
  • After stabilization the sludge is ready to be
    centrifuged or it can be land applied in a liquid
    form.

22
Centrifuge
  • Sludge is mixed with chemicals and sent through
    the centrifuge where the remaining water will be
    extracted.
  • The dry sludge will fall into a truck for land
    application.
  • The water that is removed from the sludge, which
    is called centrate, returns to the head of the
    plant for retreatment.

23
Land Application
  • The sludge is ready to be taken out and applied
    as a soil amendment.
  • It can be used on ranchland, but not anything
    that will be directly involved in food for human
    consumption.

24
Controls
  • We use a SCADA system to control all processes in
    the plant.
  • The SCADA system allows operators to make changes
    in the plant from turning on a pump to levels of
    wasting.
  • It has also taken away the need for 24 hour
    manning of the plant. With advanced
    communications, an operator is notified by a
    paging system if attention is needed in the plant.

25
Importance of Treatment
  • It is vital to treat wastewater in order to keep
    our streams and rivers healthy.
  • College Stations permit requires that treating
    wastewater in accordance with very high standards
    to help dilute pollution from non-point sources
    which also makes its way to streams and rivers.
  • The stream that wastewater effluent is discharged
    into at one location may be a source of drinking
    water to another community.
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