Week 1 Flashcards
Components of hydrological cycle
Rain/snow
Glaciers
Volcanos and juvenile H2O
Infiltration
Saturated zone
Groundwater flow
Water table
Runoff
Overland flow
Evapotranspiration
P > VP =
PPT
P < VP =
EVAP
VP at high altitude
Low T
Low VP
= PPT
VP at low altitude
Higher VP (column of air above) e.g. SL ~100kPa
Higher T
= EVAP
Direct rainfall measurement
NON RECORDING RAIN GAUGE
- manually records mm/day
TIPPING BUCKET RAIN GAUGE
- continuous time b/w 0.2mm of rainfall
TILTING SYPHON RAIN GAUGE
- continuous water level w/ float gauge
- once can full = trigger = empties
Radar measurement
Good for spatial coverage
Electromagnetic energy pulse reflected by pption particles
Echo intensity = raindrop size
e.g. 15 radars in UK
5 in Ireland
Surface dominated catchment
Discharge reacts quickly to rainfall events - surface flow
Summer = low flow
Groundwater dominated catchment
Discharge less responsive
Substantial summer flows
Most flow from groundwater = springs/upwelling in river channels
Catchment water balance eqn
Discharge = rainfall - evapotranspiration - /\storage
N.B. /\ storage changes due to permeability
Velocity meters
Series of discrete points
Measures flow velocity and depth of water
Ideally 60% depth
–> Q
Stage =
River level above defined datum
Stage gauging
Auto-measurement = efficient and continuous flow measurement
Uses weir
STAGE(y)-DISCHARGE(x) RELATIONSHIP REQUIRED
What does Manning’s equation do?
Relates water level and flow rate
Empirical equation
Evaporation =
Loss of water from open surface
Evapotranspiration =
Loss of water from open surface and also wet canopy evaporation and transpiration
Potential evaporation =
Amount of water that would evaporate and transpire given an unlimited water source
Actual evaporation =
Actual amount of water that evaporates and transpires
Forest rainfall partitioning equation
Rainfall = stem flow + through flow + interception loss
Pan =
Open water surface
Pan evaporation =
Direct water loss measurement from open water surface over time
Pan evaporation eqn
PE = kp x Epan
kp = lumped correction factor; accounts for differences between pan/crop e.g.
- radiation balance due to albedo
- energy balance (lots of energy in water)
Design (colour/shape/sunken into ground etc) affects performance!!!
Factors affecting evaporation (explained)
SUNLIGHT
- energy required for latent heat
TEMP
- high T = water evaporated more readily AND air can hold more water
HUMIDITY
- air = vapour saturated = evaporation not possible
WIND
- multi scale Eddy patterns
- rate of dry air replenishment
SOIL WATER
- = evapotranspiration
PLANT TYPE
- transpire different rates
- interception
Automatic weather station
Takes all factors affecting evaporation into account:
Solar panel
Relative humidity/T sensor with radiation shield
Wind direction/speed
Solar radiation panel
Power supply and data logger
Energy balance equation
Rn = L + H + G
Rn = net radiation, mostly from solar
L = latent heat flux, req to vaporise water loss due to evaporation
H = sensible heat, heat you feel
G = soil heat flux; net loss into ground (small daily changes b/c +day and -night)
Measurement of actual evaporation (eddy)
Eddy flux measurement
Concept: air flow = horizontal flow of numerous eddies
Evapotranspiration = net upwards moisture flow
E = vertical wind velocity (sonic anemometers) x water vapour conc, humidity (IR gas analysers)
Sonic anemometer =
Uses flight time of ultrasonic pulses b/w pair of transducers
Penman Combination equation
PE = eqn
Takes into account energy used to convert water liquid to gas AND wind to remove humid packets of air away from the surface (i.e. the drying power of air)
Measurement of actual evaporation (lysimeter)
Isolate a volume of soil = absolute outflow control
- rainfall measured
- drainage collected
- storage determined (weigh)
Aim to reproduce natural conditions w/ vegetation/siting/soil structure
Evaporation estimated by water balance method
Empiral relationships with T
BLANEY-CRIDDLE
- PE = (Psun/100)(0.46T+8.13)
THORNTHWAITE-CROWE
- PE = 0.165T+2.01
Both only suitable on monthly basis
T-C only suitable for summer b/c low daylight hours in winter
Mannings coefficient; canals/rivers in good condition
0.025
Mannings coefficient; canals/rivers in bad conditions
0.035
Mannings coefficient, smooth cement, planed timber
0.010