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The
hydrological
cycle and
catchments
Hydrological
cycle
The continuous movement of water on, above, and below the
Earth's
surface
The
International System of Units
(
SI
) is the modern standardised metric system of measurement
Supplementary and Derived Units in the SI system
Supplementary units:
radian
,
steradian
Derived units:
newton
, pascal, joule, watt, coulomb, volt, ohm, siemens, weber, tesla, henry,
degree Celsius
Definitions of SI units are based on
fundamental physical constants
Evaporation
and evapotranspiration are important
hydrological
processes
Evaporation
The process by which water changes from a liquid to a
gas
(
water vapor
)
Evapotranspiration
The sum of evaporation and plant transpiration from the Earth's land and
ocean surface
to the atmosphere
Energy transformations
drive the evaporation process
Evaporation can be measured using
evaporation pans
, lysimeters, and
eddy covariance
techniques
Penman
-Monteith equation
An equation used to calculate
reference
crop
evapotranspiration
Actual
evapotranspiration can be calculated from
reference
evapotranspiration and other factors
Precipitation
can occur in various forms and is produced by different
rain-producing
mechanisms
Precipitation can be measured using
rain gauges
,
radar
, and for snowfall
Errors
can occur in rainfall measurement due to various factors
Double
mass curves
A graphical technique used to detect
inconsistencies
in rainfall data
Streamflow
can be measured using various techniques
Streamflow records are important for
hydrological
analysis
Design floods are different from actual
floods
arising from
rainfall events
Annual
exceedance probability (AEP)
The probability that a given rainfall or flood event will be
exceeded
in any
one year
Average recurrence interval (ARI)
The average or expected time period between exceedances of a given
rainfall
or
flood
event
Flood frequency analysis
involves fitting probability distributions to
recorded streamflow data
Flike
software can be used to fit probability distributions and estimate design floods
Intensity-Frequency-Duration (
IFD
) relationships are used to estimate
design rainfalls
The
Rational Method
is a simple approach for estimating peak flows
Regional Flood Frequency Estimation can be used to estimate design
floods
Catchment
delineation can be done using topographic maps or
digital elevation models
(DEMs)
Catchment averaged rainfall can be estimated using
arithmetic mean
,
Thiessen method
, or isohyetal method
Gridded
rainfall products like SILO and Australian Gridded
Climate Data
are available
Hydrograph analysis and
rainfall-runoff
modelling are used to estimate streamflow
hydrographs
Runoff generation processes include
infiltration excess
, saturation excess, and
groundwater flow
Hydrograph
A graph showing the variation of streamflow with time at a
particular
location
Components of a hydrograph
Direct
or
storm runoff
Baseflow
Factors affecting the shape of a hydrograph
Rainfall
characteristics
Catchment
characteristics
Runoff generation processes
1.
Rainfall
2.
Infiltration
3.
Overland flow
4.
Subsurface flow
5.
Groundwater flow
Losses
Rainfall
that does
not
contribute to direct runoff
Rainfall
excess
Rainfall
that contributes to direct
runoff
Initial
loss
Loss of
rainfall
before
runoff
begins
Continuing loss
Loss of rainfall during the
runoff
event
Rainfall bursts
vs
complete storms
have different effects on losses
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