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Water Balance in a Catchment Area
water inputs equal water outputs +/- changes in storage
P = Q + E + Δ (I + M + G + S)
P = precipitation
Q = river discharge
E = evapotranspiration
Δ = change of
I = interception and biological water storage
M = soil water storage
G = groundwater storage
S = channel and surface storage (e.g. as lakes)
inputs, storage, throughputs, or outputs within the system
Measuring River Flow
Q = P - E - Δ (I + M + G + S)
river flow = precipitation minus evapotranspiration minus the changes in interception, soil water, groundwater, and surface storage
Precipitation Measurement
point measurements using rain gauges used historically to measure precipitation
Thiessen polygons with geospatial analysis
now a combination of gauges and radar/microwave used
radar more accurate but microwave higher resolution
must be validated with ground data
NASA Global precipitation measurement mission
6 km pixels
precipitation measured every 30 minutes
misses high intensity events, needs rain gauges for that
Evaporation and Evapotranspiration Measurement
Atmometer measures evaporation by monitoring loss of water from a porous surface
Lysimeter measures potential evapotranspiration by monitoring weight of an isolated vegetated area of soil with an unlimited water supply
PE can also be estimated indirectly by measuring variable (e.g. solar radiation, temperature, humidity, wind speed, surface roughness), values applied to an empirical equation
Penman-Monteith and Shuttleworth equations
River Discharge Measurement
measured in cumecs
Q = A x V
discharge = cross-sectional area x velocity
need several velocities
done in the field by dividing the channel into equal widths and recording the depth of each subsection to find areas, then summing subsection discharges
Acoustic Doppler Velocimetry
uses acoustic beams to measure fluid velocity
incredibly detailed velocity information
more efficient way
measure discharge at different river ‘stages’
establish what how each discharge corresponds to water level at each gauging station
estimate the discharge by plotting water level along a curve
also V-Notch weirs, etc.
Soil and Groundwater Measurement
soil water content measured by loss of weight of a soil sample when heated to 105 C over 24 hours
indirect methods for mapping soil surface moisture content include using airborne or satellite based radar
GRACE gravity satellite can sense terrestrial water storage changes
groundwater monitored by changing levels in wells and volume derived from estimates of bedrock’s effective porosity
Elements of Hillslope Hydrology (4)
infiltration
whether or not it infiltrates or runs off depends on
rainfall rate
soil permeability
soil porosity
degree of saturation
whether or not the ground is frozen
overland flow
throughflow
matrix flow
macropore flow
pipeflow
groundwater flow
Overland Flow Types
infiltration-excess OF -> rain too fast
also called Hortonian overland flow
Horton’s curve/Infiltration capacity curve
saturation excess OF -> sail already saturated
water table intersects with ground surface
Flood Hydrographs
characteristic asymmetric shape
precipitation, discharge, time, lag time, rising limb, falling limb, storm/baseflow
duration of a flood will be influenced by shape and area of a catchment and storm characteristics
rate of flow increase on ising limb typically faster than rate of decrease
urban catchments have peakier discharges, more flooding, shorter lag times, longer falling limb
controls on infiltration and runoff change with increasing urbanisation
Flood Return Period
used to determine how often floods occur, recurrence intervals
uses the record of each years biggest flow
highly sensitive to length of time series
‘100 year flood’ does NOT mean guaranteed to happen once every 100 years
Impact of Climate Change on Floods
increase in river floods in North-Western Europe
decrease in river floods in Southern Europe, Eastern Europe
largely driven by rainfall, also other factors such as land use, flood capacity (e.g. sediment), temperature