Exam 1 (ch 10, 11, 12, 13) Flashcards
Uses for water
- drinking
- cleaning
- agriculture
- waste water
- industry cooling
- recreation
- wildlife
Speciation
- chemical species - structurally specific form of a chemical
- multiple forms that a chemical can take
- large molecules may be heavily effected by functional group speciation
- evaluate small changes between structures
- ligand binding
- protonated/deprotonated
- oxidation state (redox reactions)
Effect of Speciation
- Some ox. states are toxic and others are not.
- Free metal (2+) is typically most toxic
- different environmental interactions
- change in charge
Free Ion Activity Model
- free metal is actually M(H20)6 2+
- octahedral
- aquo species
Sources of Metal in Aq. System
- natural weathering of minerals and soils
- background metal concs are not zero
- enhanced by human activities (mining, construction)
- rapid exposure of minerals to oxygen and water
Anthropogenic sources
- originating from human activity
- point sources - “end of the pipe”, mining, smelting, manufacturing
- nonpoint sources - diffuse, landscape level contributions
- Zn from tires and Cu from brakes are nonpoint sources
Receiving water
any body of water that gets input of material from human activities
Metal Tox in Aquatic Systems
- related to impacts on gills (like human kidney)
- responsible for respiration and ion regulation (osmoregulation)
- Cu tox in aqua is 10-100 ug/L drinking water tox is 3mg/L
- biotic ligand is the target of metal
- metal bind to ion transport protein, has higher affinity than major ions (Ca, K, Mg, Na)
- Eq. process so LeChatelier’s principle applies
- competing constituents for metal can effect eq.
Biotic Ligand Model
- predicts site specific water quality
- effects:
- pH
- species with lone pairs
- DOM (functional groups)
- total amount of metal in water is NOT a good indicator of tox.
Complex equilibrium
- common central species “parent material”
- parent material has relatively low conc compared to ligand conc.
- ligands are the “controlling variables”
- conc is environmentally controlled. varies by location
Complex equilibrium steps
- write all stepwise, one ligand exchange at a time
- write overall. one reaction with all ligands to make product (beta equil constants)
- write mass balance equation
- algebraic rearrangement. betas, controlling variables and parent material
- alpha expressions. ax = x/CT
- [x] = alphax (CT)
Environmental Redox
- natural systems - environment controls ox and red
- env. controls one half of the redox reaction
- Aerobic vs anaerobic
- O2 is dominant oxidizing agent
O2 + 4H + 4e = 2H2O
- other element for oxidation half reaction
- aerobic environments likely for oxidation to occur
- more oxidized speciation of element is more likely
Redox in Anaerobic
- O2 is absent
- wetlands (swamps), deep sediment, intestinal tract
- saturated with water, high microbe activity, no sunlight, light organic matter
- microbes consume oxygen during respiration
- {CH2O} + O2 = CO2 + H20
- oxygen diffusion in air is faster than in water
- influenced by relative rates - O2 can diffuse in water, but may be consumed faster
- sand/soil without microbes can be aerobic for 10s of meters
Anaerobic Microbial Activity
- when O2 consumption > O2 diffusion
- anaerobic respiration is less efficient than aerobic metabolism
- less activity leads to more organic matter accumulation
- {CH2O} = CO2 + 2H
- Carbon from 0 to 4+ ox state
- other element in environment will be reduced
Microenvironments
- inorganic will have less microbes and more O2
- organic matter will be home to microbes and less O2
- can change from aerobic to anaerobic within mm of soil
- organic matter zone could cause anaerobic zone
- soil is heterogeneous
Soil solution
-centrifuge water out of soil
Soil/Water levels
- soil surface
- water table (unsaturated)
- groundwater (saturated pores)
Measuring Redox
- redox potential measure:
- electrochemical cell in lab
- environmental water sample
- surface water
- soil solution
- groundwater
- Electrode
- inert material
- reference electrode, calomel electrode (Hg/Hg2Cl2)
- correct measurement to standard hydrogen electrode
- Estd = Ecal +0.242V
pE
- conceptual representaion of the tendency for a system to donate or accept electrons
- not real measurement, but conceptual representation
- pH = -log ae
- ae is the activity of electrons
- pE ranges from -12 to 25. Lower values indicate high ae and reducing conditions
- high pE is lack of electrons
- based on stability of water. Cannot get so high or low that water is ox or red
- dependent on pH
Water red and ox
oxidation - 6H2O = 4H3O+ + O2 + 4e
reduction - 2H2O + 2e = H2 + 2OH-
Pourbaix Diagram
- speciation according to redox potential and pH
- whole diagram is equil conditions
- equal conc on species lines
- vertical lines are acid base reactions
- horizontal lines are redox reactions
- further away from line, more dominant species in the center. Other species are NOT absent
Acid Volatile Sulfides
- model to predict metal toxicity in sediments
- based on affinity of transition metals for sulfide (Kf)
- formation constant is the inverse of the solubility constant
- MS is not biologically available for uptake so no toxicity effect. Free ion most toxic
AVS solubility products
H2S = H+ + HS-
HS- = H+ + S2-
Ksp based on following reaction:
MmSn + 2H+ = mM+ + nH2S
- dependent on pH
- more acidic, more soluble metal sulfides, more free metal ions
AVS species
- most Sulfide (S2-) is bound to Fe2+. FeS
- FeS serves as reservoir
- Stronger competition will replace Fe.
- K of replacement reaction is product of reactions
Metal Speciation in Sediments
- can change based on environment
- Sulfite has high affinity for thiol groups on cistine
- Metal ion interaction with functional groups ins exchangable
- adsorbed - exchangable, carbonates, Fe and Mn oxides
- Extract w/0.5M HCl - absorbed fractions and M sulfides
- other fractions include organic matter and residual
- residual - in the particle, not coming out
- adsorbed - on the surface
AVS extraction
- FeS and MeS - molar total gives AVS
- Simultaneously Extracted Metal (SEM) - Me2+ when HCl dissociates MeS and FeS
- Add HCl and condense H2S volatile gas
Normalized Toxicity
- cant impact tox based on total metal
- normalize using mol SEM/AVS
- SEM is potentially bioavailable
- AVS - sulfide is available to complex metal ions
- When SEM/AVS < 1 then little free metal
- metal titration used to determine how much metal is dissolved when an amount of cadmium is added
Assimilative Capacity
- amount of a contaminant that can enter the environment w/o causing significant changes
- increased AVS increases capacity
AVS evaluation
- evaluate ratio of SEM and AVS
- SEM/AVS <1 then metal
- SEM/AVS >1 then metal>sulfide, free metal present
- limiting reagant problem
Dissolved Gas Importance
- habitat quality (O2)
- greenhouse gas emissions (CO2, CH4, N2O)
- contaminant distribution
- gasoline between water table and groundwater some equil and dissolves into watertable and groundwater
Simple and Reactive gases
- simple - no reaction between gas and water as it dissolves
- reactive - gas reacts with water
- CO2 + H2O = H2CO3
Henry’s Law
- simple gases
- valid for low conc such as environmental
- equil of dissoved and gas phase
- [G] = KHPG
- PG : partial pressure of gas
- watch the units
- Temperature effects solubility. KH is only valid at one temp.
- solubility decreases as temp increases
PO2
- PO2 = PdryXO2
- Pdry = Patm - PH2O
- Pressure of water is highly variable
- Atmospheric O2 is typically 20.9%, 2.04e4 Pa
- [O2] = KH (2.04e4 Pa) = 2.7e-4 M
- normally expressed as 8.5 mg/L
- can range in waters from 5 - 14 mg/L
- Assuming at equil
Gas in Water Equil Assumptions
- sink - consumes the species
- aerobic metabolism decreases O2
- CH2O + O2 = H2O + CO2
- aerobic metabolism decreases O2
- source - produces the species
- photosynthesis
- 6CO2 + 6H2O = C6H12O6 + 6O2
- Compare relative rates of sink and source
Time of day effect on O2
- day time plants net produce O2
- night time plants net consume O2
- Highest O2 levels in afternoon/evening
- Lowest O2 levels in early morning
- At equil with the atmosphere twice per day
Physical Processes effect on Gas/Water Equil
- effect mixing/diffusion
- boundary layer - between the bulk air and fluid water
- faster the flow, the thinner the boundary layer
- aeration - increase surface area and increase flow (physical mixing)
- rainwater and atmosphere are a good equil assumption
- limited bio process (no sink or source)
- small volume compared to surface area
Special Circumstance Gas/Water Equil
- when gas phase is NOT the bulk atmosphere
- closed container
- soil pore spaces
- In these cases equil assumption can be made and we can use Henry’s law to assess the equil
CO2 in Water
- resultant species: CO2(g), CO2(aq), H2CO3, HCO3-, CO3 2-
- Can increase overall aq concentrations
- Environment can control aq. speciation
- pH as controlling variable
- CO2 can affect environmental pH
Atmosphere controls speciation
- poorly buffered water then CO2 can control pH and conc of HCO3 and CO3
- PCO2 is changing so pH can vary
- can also change in microclimates like soil pores
- pH of rain water that is at equil with the air is pH = 5.66
Acid Rain
- ph 2 -4.5
- due to H2SO4 from SO2 due to coal
- S2- + O2 (heat)= SO2 from coal combustion
- HNO3 from NOX
- N2 + O2 (heat) = 2NO hot temp w/air as fuel
Time of day impact on CO2
- pH can range from 5-10
- noon - high photosynthesis which consumes CO2 so highest pH
- midnight - respiration produces
- At pH 10 then -OH is major factor
Sand
SiO2
CO2 and CaCO3
- CaCO3 is important for seashells
- 1014 is driver for more soluble species than otherwise predicted
- CO2 + CaCO3 + H2O = Ca2+ + 2HCO3 -
- Ksum = KHKa1KspKb(1/Kw) = 1.5 e 10-6
- Ksum = [Ca2+][HCO3-]2 / PCO2
- Increase CO2 then increase Ca2+ (dissolved shells)
- HCO3- is a base species, higher pH than water at equil.
CaCO3 Solubility
- Ksum = [Ca2+][HCO3-]2 / PCO2
- Ksum = 4S3 / PCO2
- 390 ppm CO2 parts per million by volume
- 390e10-6 atm CO2 per 1 atm total gas
- stable ph because more HCO3- so well buffered
- Limestone increases pH and is more stable pH
Alkalinity
- measures the capacity of a water body to neutralize acid
- alkalinity = proton acceptors - proton donors
- alkalinity = [OH] + [HCO3] +2[CO3] - H3O
- Acid neutralizing capacity is similar
- allows for other species of proton donors and acceptors
- natural organic matter (NOM), silicates, phosphates, Al3+
- Alkalinity of natural water ranges from 50 - 2000 uM
Measure Alkalinity
- carbonate alkalinity
- H + CO3 + OH = HCO3 + H2O
- phenolphthalein as indicator pH 8.3
- moles of H required to reach endpoint
- Total alkalinity
- H + HCO3 + CO3 + OH = H2CO3 + H2O
- bromocresol green indicator pH 4.5
- moles of H required to reach endpoint
- Alkalinity is a capacity factor while pH is an intensity factor
Alkalinity Uses
- quantify conc of carbonate ligands available for metal speciation
- predict susceptibility of water body to acidification
- <200uM high sensitivity
- 200-400 uM moderate sensitivity
- >400 uM low sensitivity
- Concrete in urban areas can be source of artificial limestone. Increase alkalinity
natural organic matter (NOM)
- product of bio activity (not synthetic)
- has acid/base properties
- can complex metals
- DOM or POM (particulate organic matter)
- Discreet small molecules (sugars, small acids, amino acids) or macromolecules (high MW, bio polymers)
Macromolecules
- high MW, derived from biological polymers
- cellulose: polysaccharides
- lignin: aromatic polymer, diverse competition of alcohols
- coumaryl alcohol
- coniferyl alcohol
- sinapyl alcohol
DOM vs POM
operational definition
use 0.45um filter
goes through it is dissolved. stuck in the filter than precipitate
Not always true: nanoparticle 100nm will go through filter
Humic Substances
- operationally defined based on empirical properties
- result from microbial and or abiotic degradation of biopolymers like lignin
- represents fragments that are resistant to degradation
- oxidation and hydrolysis of biopolymers and polymerization of small organic fragments
Plant material degradation
plant material
humin - insoluble at all pHs
humic acid - insoluble
fulvic acid - suluble at all pHs
small molecules
humic structures
- humin - very large, few functional groups
- humic acid - more oxidized groups, smaller overall, -COOH, -OH. 35% O by mass
- fulvic acid - even smaller group, greater proportion of functional groups. 45% O by mass
- As humics age, propertied change and higher % O. More oxidized. Greater water solubility. More fulvic acid
Characterizing humic substances
- determine average properties
- Spectroscopy - IR and NMR to find relative abundance of functional groups
- use titrations to find average pka
- COOH 2.5-5
- phenols 9-10
- Quantify Kf with metals
- DOM contains -COOH, -OH, -N: , -SH
- Kf changes with DOM location
Metal Biogeochemistry
- pathways and cycles through which metals interact with soild, sediments, and biota
- metal toxicity - major elements (Ca, Na, K, Mg) in high conc (essential nutrients)
- trace elements - low conc, micronutrients at low levels, tox at higher levels
Classification of Metals and Ligands
- Type A, hard metals: low polarizability, prefer O- and N- containing ligands
- top left
- Type B, soft metals: polarizable, prefer S-containing and heavy halogen ligands. Subject to alkylation (bind to C)
- Cd, Zn, Hg
Aquo Complexes
M(H2O)62+
Some complexes are ionizable
M(H2O)62+ = M(H2O)5(OH)+ + H+
Metal can withdraw electron density from oxygen and reduce the strength of the OH bond
-more significant on cations with larger charges
Fe2+ pKa = 10.1 Fe3+ pKa = 2.19
- metal salt solutions can be significantly acidic
Metal Complexes with Humics
- functional groups on humic material can complex metals
- can be multidentate ligands - more than one functional group on the same molecule binds to a single metal ion
- factors
- metal ion
- pH - functional groups ionized or not (are H ion competing with the metal ion for the binding site)
- ionic strength - activity
- competing ions - other cation in solution?
- location, source, age of DOM
Conditional Stability Constants
- Kf’
- only valid for a set of conditions (pH, ionic strength, competing ions, DOM source)
Binding Capacity of DOM
- analogous to concentration of ligand
- DOM is heterogeneous so cant determine molar conc
- can determine moles of binding sites per L
- found via titration
- capacity rivers
- due to age effects
DOC vs DOM
- DOC - represents concentration based on mass of C (mg C/L)
- measured instrumentally by combustion analysis
- CO2 measured by IR detector
- approximately 60% of DOM is C
- DOM = 1.67*DOM
- DOM measured by high temp oxidation >450C. Lost mass is presumed to be DOM (volatile solids)
- must ensure that sample is totally dry
- more time consuming than combustion analysis of C