Water Quality in Lakes - PowerPoint PPT Presentation

1 / 39
About This Presentation
Title:

Water Quality in Lakes

Description:

Water quality management is the science that predicts how much waste is ... Where kd = deoxygenation rate constant (day-1) kr = reaeration rate constant (day-1) ... – PowerPoint PPT presentation

Number of Views:81
Avg rating:3.0/5.0
Slides: 40
Provided by: anthony253
Category:

less

Transcript and Presenter's Notes

Title: Water Quality in Lakes


1
Water Quality in Lakes Streams
  • Dr. Philip Bedient

2
Introduction
  • Water quality management is the science that
    predicts how much waste is too much for a body of
    water
  • Assimilated- amount of waste that can be
    tolerated by a body of water
  • Determined by knowing the type of pollutants
    discharged and their effect on water quality

3
Water Quality Management
  • Water quality is affected by natural factors
  • Historical uses in the watershed
  • Geometry of the watershed area
  • Climate of the region
  • Good water quality protects drinking water as
    well as wildlife

4
Point Sources of Pollutants
  • Point sources include domestic sewage and
    industrial wastes
  • Point sources - collected by a network of pipes
    or channels and conveyed to a single point of
    discharge in receiving water
  • Municipal sewage - domestic sewage and industrial
    wastes that are discharged into sanitary sewers -
    hopefully treated
  • Point source pollution can be controlled by waste
    minimization and proper wastewater treatment

5
Nonpoint Sources
  • Urban and agricultural runoff that are
    characterized by overland discharge
  • This type of pollution occurs during rainstorms
    and spring snowmelt
  • Pollution can be reduced by changing land use
    practices

6
Combined Sewer Flow
  • Nonpoint pollution from urban storm water
    collects in combined sewers
  • Combined sewers- carry both storm water and
    municipal sewage - older cities

7
Combined Sewer Overflow
  • Eliminating this involves
  • Construction of separate storm and sanitary
    sewers
  • Creation of storm water retention basins
  • Expanded treatment facilities to treat the storm
    water
  • Combined sewers are not prohibited by the U.S.
    because removal would disrupt streets, utilities,
    and commercial activities

8
Oxygen- Demanding MATERIAL
  • Dissolved Oxygen (DO)- fish and other higher
    forms of aquatic life that must have oxygen to
    live
  • Oxygen- Demanding Material- anything that can be
    oxidized in the receiving water resulting in the
    consumption of dissolved molecular oxygen - BOD,
    COD
  • Almost all naturally occurring organic matter
    contributes to the depletion of DO

9
Nutrients
  • Nitrogen and phosphorus are considered pollutants
    when too much present in high conc.
  • High levels of nutrients cause disturbances in
    the food web
  • Organisms grow rapidly at the expense of others
  • Major sources of nutrients (N, P)
  • Phosphorus-based detergent
  • Fertilizer and agricultural runoff
  • Food-processing wastes
  • Animal and human waste

10
Pathogenic Organisms
  • Include bacteria, viruses, and protozoa from
    diseased persons or animals
  • Water is made unsafe for drinking, swimming, and
    fishing
  • Antibiotic-resistant bacteria are the most
    dangerous
  • Bacteria are found in both urban and rural
    environments with no observable pattern

11
Pathogenic Organisms
  • Serious Outbreaks of these cause great suffering
  • E. Coli - indicator of fecal coliform bacteria
  • Salmonella (typhoid fever)
  • Shigella (dysentery)
  • Cryptosporidium - protozoa
  • Giardia- protozoa

12
Suspended Solids
  • Suspended solids- organic and inorganic particles
    that are carried by wastewater into a receiving
    water
  • A slower flow causes particles to settle and form
    sediment
  • Colloidal particles- do not settle, cause an
    increase in the turbidity of surface water
  • Organic suspended solids- exert oxygen demand
  • Inorganic suspended solids- result from soil
    erosion

13
Suspended Solids
  • With an increase in the amount of sediment comes
  • Increase of turbidity
  • Decrease of light penetration
  • Increase in amount of bacteria
  • Increase in solids settled on the bottom which
    causes animal habitats to be destroyed

14
Salts
  • Total dissolved solids - TDS
  • Water collects salt as it passes over soil during
    irrigation practice
  • Too much salt can cause crop damage and soil
    poisoning
  • Arid regions - west and south Texas

15
Toxic metals and toxic organic compounds
  • Agricultural runoff contains pesticides and
    herbicides
  • Urban runoff contains zinc - from tires
  • Too many toxic metals and toxic organic
    substances can leave a body of water useless
  • James River in Virginia
  • Passaic River in New Jersey
  • Toxic compounds can also make fish and shellfish
    unsafe to eat - As, Hg, Pb, and PCBs
  • The new concern is pharmaceutical chemicals in
    water and wastewater

16
Endocrine-Disrupting Chemicals (EDCs)
  • These include
  • Polychlorinated biphenyls
  • Pesticides
  • Phthalates
  • No suitable method exists to
  • characterize EDCs
  • Can mimic estrogens, androgens, or thyroid
    hormones
  • Interfere with regular animal reproduction
  • Affects synthesis of hormones in the body

17
Arsenic
  • A naturally occurring element - As2O3 of real
    concern.
  • Caused by minerals dissolving naturally from
    weathered rocks and soils - iron oxides and
    sulfides
  • Causes many health effects such as
  • Arsenic poisoning - interfere with ATP cycle
  • Circulatory disorders
  • Gastrointestinal upsets
  • Diabetes
  • Skin lesions possible skin cancers
  • Created a huge problem in Bangladesh wells in 1992

18
Arsenic - October, 2001
  • EPA lowered the MCL from 50 to 10 ug/L
  • Mostly a problem in western U.S. and the Midwest
    - naturally occurring
  • Lifetime excess risk translates to 30/10,000
  • Compares to other carcinogens - 1/105 to 1/106
  • Major concern in water supplies now

19
Heat Impacts
  • An increase in the Temp of water can cause
  • Increase in DO which leads to a deterioration in
    water quality
  • Large fish kills
  • Blocked migration of fish
  • Altered genetic makeup in fish

20
Taste and Odor Problems
  • An increase in MTBE concentration in water
  • Releases from USTs and watercraft engines
  • Has impacted many lakes nationwide
  • Created serious taste and odor problems
  • City of Dallas shut down main water supply
    intakes due to largest pipeline spill in the U.S.
    in 2000
  • City of Santa Monica closed main wells - 1999
  • Many private wells impacted by MTBE

21
Water quality management in rivers
  • Main goal is to control the discharge of
    pollutants so that water quality is not degraded
    above the natural background level
  • Controlling waste involves
  • Measuring pollutants levels (x,z, t)
  • Predicting their effect on the water quality
  • Determining background water quality that would
    be present without human intervention
  • Evaluate the levels acceptable for intended uses
    of the water

22
River Pollution Impacts
Receptor
Waste Input
23
Simple Mass Balance
Input rate - Output rate - decay rate
Accumulation rate
Steady state conservative system
Stream Qs, Cs
C Qw Cw Qs Cs
Qs Qw
Waste Input Qw, Cw
24
Simple Mass Balance
Input rate - Output rate - decay rate
Accumulation rate
Steady state conservative system
Qs 10 m3/s Cs 20 mg/L
26.67 mg/L
C 20 (10) 40 (5)
(10 5)
Waste Input Qw 5 m3/s Cw 40 mg/L
25
Transport characteristics that affect
concentration
  • Velocity
  • Dilution (mixing)
  • Dispersion
  • Degradation (mass loss)
  • Adsorption (to soils)
  • Sedimentation (to bottom)
  • Aquatic Life (attached)

v
26
Effect of Oxygen-demanding wastes on rivers
  • Depletes the dissolved oxygen in water
  • Threatens aquatic life that require DO
  • Concentration of DO in a river is determined by
    the rates of photosynthesis of aquatic plants and
    the rate of oxygen consumed by organisms

27
Biochemical oxygen demand
  • Biochemical oxygen demand (BOD)- oxidation of an
    organic compound is carried out by microorganisms
    using the organic matter as a food source
  • Biossay- to measure by biological means
  • BOD is measured by finding the change in
    dissolved oxygen concentration before and after
    bacteria is added to consume organic matter

28
Biochemical oxygen demand
  • Aerobic decomposition- when organisms use oxygen
    to consume waste
  • The rate at which oxygen is consumed is directly
    proportional to the concentration of degradable
    organic matter remaining at any time
  • BOD is a first order reaction L BOD
  • dL/dt -kL
  • Lt Lo e-kt where Lo ultimate BOD

29
BOD
  • Ultimate BOD- maximum amount of oxygen
    consumption possible when waste has been
    completely degraded
  • Numerical value of the rate constant k of BOD
    depends on
  • Nature of waste and T
  • Ability of organisms in the system to use the
    waste

30
Nature of the waste
  • Materials that are rapidly degraded have large
    BOD constants
  • Materials that degrade slowly are almost
    undegradable in the BOD test
  • BOD rate constant depends on the relative
    proportions of the various components
  • Easily degradable organics are more completely
    removed than less readily degradable organics
    during wastewater treatment

31
Ability of Organisms to use waste
  • Many organic compounds can be degraded by only a
    small group of microorganisms
  • The population of organisms that can most
    efficiently use wastes predominates
  • BOD test should always be conducted with
    organisms that have been acclimated to the waste
  • This created a rate constant that can be compared
    to that in the river

32
Temperature
  • Oxygen use speeds up as the temperature increases
    and slows down as the temperature decreases
  • Oxygen use is caused by the metabolism of
    microorganisms
  • BOD rate constants depend on
  • Temperature of receiving water throughout the
    year
  • Comparing data from various locations at
    different T values

33
Temperature Eqns
  • The BOD rate constant is adjusted to the
    temperature of receiving water using this
  • kTk20(?)T-20
  • T temperature of interest (in C)
  • kT BOD rate constant at the temperature of
    interest(in days -1)
  • k20 BOD rate constant determined at 20 C (in
    days -1)
  • ? temperature coefficient.

34
5 day Bod test
  • A special 300 mL BOD bottle is filled with a
    sample of water that has been appropriately
    diluted and inoculated with microorganisms
  • Blank samples containing only the dilution water
    are also placed in BOD bottles and sealed
  • The sealed BOD bottles containing diluted samples
    and blanks are incubated in the dark at 20C for
    the desired number of days
  • After five days has elapsed, the samples and
    blanks are removed from the incubator and the
    dissolved oxygen concentration in each bottle is
    measured.

35
Dissolved Oxygen DO
  • If the discharge of oxygen- demanding wastes is
    within the self-purification capacity, the DO is
    high
  • If the amount of waste increases, it can result
    in detrimental changes in plant and animal life
  • Aquatic life cannot survive without DO
  • Objective of water quality management is to
    assess the capability of a stream to absorb waste

36
Do Sag Curve
  • DO concentration dips as oxygen-demanding
    materials are oxidized and then rises as oxygen
    is replenished from atmosphere and photosynthesis
  • Major sources of oxygen
  • Reaeration from the atmosphere
  • Photosynthesis of aquatic plants
  • Factors of oxygen depletion
  • BOD of waste discharge
  • DO in waste discharge is less than that in the
    river
  • Nonpoint source pollution
  • Respiration of organisms and aquatic plants

37
Use of Ponds for Water Quality
38
Oxygen Deficit Equation
Define deficit D DOs - DO in mg/L L
ultimate BOD (mg/L) V (dD/dx) kd L - kr
D Where kd deoxygenation rate constant
(day-1) kr reaeration rate
constant (day-1) Since t x / V, can write the
above in time as dD/dt kd L - kr D
(reaeration vs oxygen use) Solution to this eqn
gives the DO sag curve
39
Oxygen Deficit Equation
At t 0, D Da and L La - Initial
values Solving the equation for Dt deficit at
any time t Dt kdLa e-kd t - e-kr t
Da e-kr t
Kr - kd
Critical DO
Dt DOs - DO
DO
X
Write a Comment
User Comments (0)
About PowerShow.com