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saturated groundwater flow eqn
- Q = A x V
- Q= flow volume per time
- A= cross sectional flow area
- V= velocity of water flow
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units for water potential?
pressure units
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Darcy's Law: Saturated Flow
- Q= A K(Δψ/L)
- Q= flow (vol/time)
- A= cross sectional flow area
- K= saturated hydraulic conductivity (length/time)
- (Δψ/L)= hydraulic gradient, WP potential gradient
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Piezometers vs slotted well
- well gives us direct measurement of water table
- Non-slotted open-bottom Piezometer takes in water from the bottom, water is under pressure since it's below the water table and its being pushed up against gravity, so it gives us a direct measure of hydraulic head at the bottom of the well
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equipotential lines
lines of equal water potential (hydraulic head)
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flow systems: local system
recharge area (topographic high) and discharge area (topographic low) are adjacent to each other
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flow systems: intermediate system
one or more topographic highs/lows between recharge and discharge areas
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flow systems: regional system
recharge area at major topographic high and discharge area at major topographic low (many smaller highs/lows in between
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aquifer
saturated permeable geologic formation that can transmit significant quantities of water under ordinary hydraulic gradients
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aquitards
saturated geologic formation permeable enough to transmit significant water to regional groundwater systems, but not sufficient for production wells
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aquiclude
saturated geologic formation not capable of transmitting significant quantities of water under ordinary hydraulic gradients
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possible flow pathways?
- 1. infiltration excess overland flow
- 2. baseflow/groundwater flow
- 3. interflow
- 4. saturation excess overland flow
- 5. ??
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infiltration excess overland flow
infiltration rate < precipitation rate
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baseflow
ground water flow, slow pathway
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interflow
shallow sub-surface stormflow
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saturation excess overland flow
return flow + infiltration excess overland flow
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Hortonian flow assumption:
stormflow due to surface runoff (overland flow)
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variable source area theory assumes
only part of a watershed (part by the slope right by the stream) is making direct contributions to stormflow, and the size of this changes over time
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VSA identified contributing source areas for flow as:
- zones near stream banks (riparian areas)
- ephemeral streambanks
- soils approach saturation quickly with precip
- interflow and return flow
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ephemeral streams
losing water (into the groundwater system)
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translatory flow
- aka piston flow
- displacement of "old" water by newly infiltrated water
- new water pushes/flushes out old water
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basin attributes/watershed conditions (name 5)
- basin area
- basin shape
- topographic features (elevation, slope, aspect)
- soils/geologic condition (permeability and depth)
- vegetation/aspect (ET storage opportunity)
- land use (urban/forested/rural)
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channel network attributes
- drainage pattern
- slope-channel gradient
- sinuosity
- drainage density
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shear stress
resistance to flow along bottom of streambed
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drainage density eqn
= (total length of all streams [km])/(watershed area [km^2])
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time of concentration
time for water to move from the most remote part of the basin its outlet or point of measurement
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types of drainage patterns
- dendritic
- tellis
- rectangular
- parallel
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dendritic drainage pattern
regions with uniform, erodible geology
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methods of stream ordering
- Strahler
- Shreve
- Scheidegger
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Strahler stream ordering system
- most commonly recognized
- distal tributaries = order 1
- order increases below confluence of two tributaries of same order
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limitations of Strahler?
rivers are getting potentially bigger, but stream order may not increase if not paired with a stream of the same order (can underestimate?)
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Shreve stream ordering system
- distal tributaries = order 1
- order increases additively below the confluence of two tributaries regardless of order
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limitations of Shreve?
may overestimate stream order
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Scheidegger stream ordering system
- 2 step process
- 1. preliminary: disal tributaries = order 2, order increases additively below confluence of two tributaries regardless of order
- 2. final: log2(preliminary order)
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low order watersheds:
smaller watersheds, higher stream density
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high order watersheds:
large watersheds, lower stream density
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climatic factors affecting hydrograph shape (4)
- climatic region/dominant form of ppt
- rainfall intensity and duration (convective vs frontal storms)
- antecedent conditions (precipitation, storage)
- spatial distribution of precipitation
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Antecedent precipitation index
API (i) = (K x API (i-1)) + P (i)
API: antecedent precipitation index - i: day in question
- K: recession constant (0.8 to 0.95)
- i-1: previous day
- P: precipitation
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continuity eqn
- Q = A x V
- all methods of streamflow measurement based on this in one way or another
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Manning-Chenzy eqn
- Q = A(1.5/n)r2/3s1/2
- A= cross sectional flow
- r= hydraulic radius = A/Wp
- s= slope gradient of water surface
- n= roughness coefficient of channel (low if smooth, large if rough streambed)
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control section
spot on the river with a well-defined channel that confines the flow, preferably to the central part of the channel
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stage
- water elevation relative to some datum or benchmark
- height of that river at that time, determined by staff gauge
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rating curve
relationship bw stage and Q
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streamflow measuring site requirements
- stable banks
- straight channel section
- free of backwater
- no evidence of scouring/sedimentation
- need to check relationship (bw stage and discharge) periodically
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when would you use other methods of stream discharge measurement (like salt dilution)?
when the streams are smaller or hydraulically rough (where current metering is not suitable)
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disturbance
- anything that affects the hydraulic cycle
- can be natural or anthropocentric
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variability in daily discharge over the years is due to ______, _________
weather events, climate from year to year/within a year
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paired basin approach to determining disturbance effects
two watersheds that are next to each other are both measured before any disturbance takes place, then one is set as A and one is set as B, one acts as a control (no disturbance) and one acts as a treatment (disturbed), after treatment is applied continue measuring streamflow for a period of years
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what does the paired basin approach help you determine?
relate flow A to flow B, change as a result of treatment will be reflected in change in relationship between the two streamflows after treatment
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water yield increases are greatest where:
- water and energy are abundant and synchronized in time
- where and when ET is high
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wind-scouring and redistribution interacting processes
- wind redistribution of snow
- sublimation losses (wind and energy)
- snow interception
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ET recovery
- how fast evapotranspiration (thus streamflow) recovers to pre-disturbance lvls
- affects the longevity of how long disturbance effects last
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disturbance effects on Q: area harvested or disturbed
change in Q ↑ proportion of watershed ↑
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disturbance effects on Q: climatic region
change in Q ↑ annual ppt ↑
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disturbance effects on Q: is snow redistribution important?
change in Q ↑ snow:annual ppt ↑
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disturbance effects on Q: how long since disturbance?
change in Q ↓ time since disturbance ↑
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hypoheic zone
saturated interstitial areas beneath the stream bed and banks that contain some portion of channel water (surface/groundwater exchange)
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autotrophic
gets energy from sun, ex. phytoplankton
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heterotroph
get energy from autotrophs and other heterotrophs
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allochthonous sources
energy (carbons) come from outside the ecosystem, ex. plant material that falls/is washed into aquatic ecosystems
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autochthonous sources
energy (carbon) originates from the ecosystem, ex. aquatic plants or algae
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riparian water management: forestry
- no disturbance near streams
- leave buffers of unharvested areas near streams
- regulations dictate size of buffer based on stream size
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riparian water management: agriculture
- private land: no enforceable regulations for stream protection zones
- livestock (grazing) pasture difficult problem, bc need stockwater
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water quality
the suitability of water for designated uses, based on scientific guidelines
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Canadian Water Quality Guidelines 5 subdivisions
- protect aquatic life
- drinking water
- irrigation use
- industrial use
- direct contact recreation
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water pollution
any substance that enters the environment and elevates the "natural" background level of that substance
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point sources of pollution
change in water quality can be traced to pollutants at a discrete point
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non-point sources
pollutant addition over a broad area (no discrete point source), difficult to identify and monitor
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water quality: concentration units
- amount of substance per unit volume
- mg/L or ppm
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water quality: load or export units
- total amount substance per unit time
- kg/day or kg/year
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load eqn
load = discharge x concentration
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water quality: yield units
- total amount of substance per unit area per unit time
- kg/ha/day or kg/ha/yr
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yield eqn (water quality)
yield = (discharge x concentration)/watershed area
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3 stages of sediment motion
- i) initiation of motion (erosion/entrainment)
- ii) downstream transport
- iii) deposition/settling
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Stoke's law
small particles require lower velocity to stay in suspension therefore as velocity drops, larger particles drop out of suspension before smaller particles
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stream power
- work done by flowing water
- kinetic energy or erosive power
- proportional to (velocity)2
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competence
- maximum size of particle that can be eroded
- proportional to (velocity)6
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Hysteresis
relationship between 2 variables, but direction of change produces a new relationship
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turbidity
- optical clarity of water
- measured in nephelometric turbidity units (NTU), light scattering (log scale)
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Major sources of temperature/thermal pollution
- industrial activity (cooling water)
- dams/reseviors
- streamside vegetation (land use)
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factors that affect temperature/thermal pollution
- flow regime vs. time of peak radiation
- depth/width ratio
- stream shade/riparian condition
- water temp - groundwater vs. radiation control
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total dissolved solids
inorganic salts and small amounts of organic matter dissolved (< 2μm) in water
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what AB water quality index tracks
- metals
- nutrients
- bacteria
- pesticide
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macronutrients
- nutrients required in pretty large quantities
- ex. C, H, O, N, P, S
-
nutrients most directly affecting water quality?
N and P
-
total nutrient concentration = _____ + _______
particulate fraction, dissolved fraction
-
what the nutrient quality index tracks
- dissolved O2
- pH
- total P
- total N
- N-NH4 (+)
- N-NO3 (-)
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anthropogenic N sources
- fossil fuels (increase atmospheric deposition, incease N into water supplies)
- agriculture (largest source by far)
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physical process of N transport to aquatic systems: NH4 (+)
- first product of mineralization/fixation
- positive charge ~ adsorbed to clays or OM
- fairly immobile w/ water movement
- overland flow pathways bulk of NH4 transport
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where is NH4 most likely to be a problem?
agricultural settings rather than forestry settings, because of the increased runoff, less litter, etc.
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physical process of N transport to aquatic systems: NO3 (-)
- second product of mineralization/nitrification
- negative charge ~ doesn't bind to clays or OM
- highly mobile in water
- transported in both surface and subsurface pathways
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where is NO3 more likely to be a problem
more likely to be a problem in places that have fairly significant sub surface flow pathways
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When can NO3 (-) be taken up by plants?
if the aquatic system is well oxygenated
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characteristics of higher NO3 concentrations area
- deeper soils
- steeper slopes
- few wetlands
- deciduous
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characteristics of lower NO3 concentrations area
- shallow soils
- moderate slopes
- more wetlands
- coniferous
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________ becomes important vector for phosphorus storage
sediment
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eutrophication
enrichment of aquatic ecosystem with chemical nutrients, typically compounds containing N or P or both
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mesotrophic
body of water having a moderate amount of dissolved nutrients
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oligotrophic
a body of water with very little dissolved nutrients, offer little to sustain life
-
anything that affects ______ therefore affects _________
sediment production, phosphorus production
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primary purpose of water treatment?
removal of waterborne pathogens (bacteria, protozoa, viruses) for protection of public health
-
5 steps of conventional water treatment
- 1. coagulation/flocculation
- 2. sedimentation
- 3. granular media filtration
- 4. disinfection
- 5. distribution
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drinking water quality is ________
- risk based
- probability of disease x effect on disability adjusted life years
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peat forms when:
annual rate of plant production exceeds annual decomposition
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global average of peat accumulation?
0.5cm/yr
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acrotelm
aerobic or periodically aerobic layer
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catotelm
anaerobic layer below the lower level of water table fluctuation
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allogenic factors
climate regional hydrology
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autogenic factors
water chemistry local hydrology
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peat-forming biomes
- rain tundra
- wet forest
- rain forest
- moist forest
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peat formation: terrestrialization
in-filling of a water body
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peat formation: paludification
- peat growth outward into uplands, localized perennially wet area
- slow lateral growth of peatland across landscape
- as the peat grows outward, it brings the water table with it
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Fens characteristics
- water source: precipitation and local groundwater system
- cation rich (minerotrophic) -> marine origin
- species rich - has indicator species
- water table - comparatively stable over season
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bogs characteristics
- water source: precipitation only (grown over influence of local groundwater system)
- raised peatland - domed, blanket, plateau shape
- cation poor (ombrotrophic)
- species poor - no indicator species
- large seasonal water table variation - large drawdown during dry periods
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bogs/fens: ___ peat-forming wetlands
all
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swamps: ____ peat-forming
some
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marshes: ___ peat-forming
non-peat forming
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autogenic factors (peatlands)
- 2 major trophic gradients
- 1. nutrient status - soils/hydrology
- 2. cation status - surficial geology/hydrology
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bogs: water table ______, runoff ________
more variable, highly variable
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fens: water table ______, runoff _______
less variable, more stable
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