Streams, Lakes & Wetlands UNIT 6 STANDARDS: NCES 2.3.2, 2.4.1, 2.4.2 LESSON 2.
Water Quality in Lakes & Streams Dr. Philip Bedient.
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Transcript of Water Quality in Lakes & Streams Dr. Philip Bedient.
![Page 1: Water Quality in Lakes & Streams Dr. Philip Bedient.](https://reader037.fdocuments.net/reader037/viewer/2022103122/56649d085503460f949d986e/html5/thumbnails/1.jpg)
Water Quality Water Quality in Lakes & in Lakes & StreamsStreams
Dr. Philip BedientDr. Philip Bedient
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IntroductionIntroductionWater quality management is the
science that predicts how much waste is too much for a body of water
AssimilatedAssimilated- 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
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Water Quality Water Quality ManagementManagement
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
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Point Sources of Point Sources of PollutantsPollutants
Point sources include domestic sewage and industrial wastes
Point sources -Point sources - collected by a network of pipes or channels and conveyed to a single point of discharge in receiving water
Municipal sewage -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
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Nonpoint SourcesNonpoint 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
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Combined Sewer FlowCombined Sewer Flow Nonpoint pollution from urban storm water
collects in combined sewers Combined sewers-Combined sewers- carry both storm
water and municipal sewage - older cities
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Combined Sewer Combined Sewer OverflowOverflow
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
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Oxygen- Demanding Oxygen- Demanding MATERIALMATERIAL
Dissolved Oxygen (DO)-Dissolved Oxygen (DO)- fish and other higher forms of aquatic life that must have oxygen to live
Oxygen- Demanding Material-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
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NutrientsNutrients
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
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Pathogenic OrganismsPathogenic 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
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Pathogenic OrganismsPathogenic OrganismsSerious Outbreaks of these cause great suffering
E. Coli - indicator of fecal coliform bacteria Salmonella (typhoid fever) Shigella (dysentery) Cryptosporidium - protozoa Giardia- protozoa
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Suspended SolidsSuspended Solids 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 sedimentsediment
Colloidal particles-Colloidal particles- do not settle, cause an increase in the turbidity of surface water
Organic suspended solids-Organic suspended solids- exert oxygen demand
Inorganic suspended solids-Inorganic suspended solids- result from soil erosion
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Suspended SolidsSuspended 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
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SaltsSalts Total dissolved solids -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
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Toxic metals and toxic Toxic metals and toxic organic compoundsorganic 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
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Endocrine-Disrupting Endocrine-Disrupting Chemicals (EDCChemicals (EDCss))
These include Polychlorinated biphenyls Pesticides Phthalates
No suitable method exists to characterize EDC’s
Can mimic estrogens, androgens, or thyroid hormones
Interfere with regular animal reproduction Affects synthesis of hormones in the body
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ArsenicArsenic 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
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Arsenic - Arsenic - October, 2001October, 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
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Heat ImpactsHeat 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
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Taste and Odor Taste and Odor ProblemsProblems
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
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Water quality Water quality management in riversmanagement 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:1) Measuring pollutants levels (x,z, t)2) Predicting their effect on the water quality3) Determining background water quality that
would be present without human intervention4) Evaluate the levels acceptable for intended
uses of the water
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River Pollution ImpactsRiver Pollution Impacts
Waste Input Receptor
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Simple Mass BalanceSimple Mass Balance
Waste Input Qw, Cw
C = Qw Cw + Qs Cs
Input rate - Output rate - decay rate = Accumulation rate
Stream Qs, Cs
Steady state conservative system
Qs + Qw
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Simple Mass BalanceSimple Mass Balance
Waste Input Qw = 5 m3/sCw = 40 mg/L
C = 20 (10) + 40 (5)
Input rate - Output rate - decay rate = Accumulation rate
Qs = 10 m3/s
Cs = 20 mg/L
Steady state conservative system
(10 + 5)
26.67 mg/L
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Transport characteristics Transport characteristics that affect concentrationthat affect concentration
• Velocity
• Dilution (mixing)
• Dispersion
• Degradation (mass loss)
• Adsorption (to soils)
• Sedimentation (to bottom)
• Aquatic Life (attached)
v
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Effect of Oxygen-Effect of Oxygen-demanding wastes on demanding wastes on
riversrivers 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
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Biochemical oxygen Biochemical oxygen demanddemand
Biochemical oxygen demand (BOD)-Biochemical oxygen demand (BOD)- oxidation of an organic compound is carried out by microorganisms using the organic matter as a food source
Biossay-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
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Biochemical oxygen Biochemical oxygen demanddemand
Aerobic decomposition-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 = -kLLt = Lo e-kt where Lo = ultimate
BOD
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BODBOD Ultimate 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
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Nature of the wasteNature 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
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Ability of Organisms to Ability of Organisms to use wasteuse 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
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TemperatureTemperature 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:
1) Temperature of receiving water throughout the year
2) Comparing data from various locations at different T values
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Temperature EqnsTemperature Eqns The BOD rate constant is adjusted to the
temperature of receiving water using this:
kT=k20()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.
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5 day Bod test5 day Bod test
1) A special 300 mL BOD bottle is filled with a sample of water that has been appropriately diluted and inoculated with microorganisms
2) Blank samples containing only the dilution water are also placed in BOD bottles and sealed
3) The sealed BOD bottles containing diluted samples and blanks are incubated in the dark at 20°C for the desired number of days
4) After five days has elapsed, the samples and blanks are removed from the incubator and the dissolved oxygen concentration in each bottle is measured.
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Dissolved Oxygen DODissolved 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
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Do Sag CurveDo 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
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Use of Ponds for Water Quality
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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
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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
Dt = DOs - DO
DO
X
Critical DO