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Title: Precipitation The beginning of the hydrologic problem Just


1
Precipitation
  • The beginning of the hydrologic problem
  • Just as a watershed accepts precipitation as the
    beginning of its terrestrial cycle,
    hydrologists work with precipitation data at the
    beginning of analysis
  • Classic problem Where does the rain go?
  • Current research focuses on
  • Measurement techniques
  • Assessing spatial and temporal variability
  • Very little recent work on process in hydrologic
    literature

2
Precipitation
  • The starting point for water resource analysis
  • How much snow is in the foothills?
  • What is the magnitude and intensity of rainfall
    that produces the 100 yr flood?

3
Precipitation
  • Our approach
  • Formation of precipitation
  • Appendix D 586-592, Chapter 4 pp 94-105
  • Basic concepts
  • Adiabatic cooling
  • Mechanisms of uplift
  • Atmospheric stabity
  • Measurement and data analysis, Chapter 4 105-140
  • Point measurement techniques
  • Spatial variability and mean areal precipitation
  • Temporal variability and probability
  • Global distribution on your own
  • Climatology on your own

4
Formation of Precipitation
  • Vapor to Liquid Transformation
  • Moisture laden air must lower T, increase P, or
    reduce V

PV nRT Or K PV/T
5
Formation of Precipitation
  • 4 steps to form precipitation
  • Air must cool to Dew Point
  • Condensation nuclei must be present
  • Droplets must grow
  • Continuous import of vapor

6
Formation of Precipitation
  • Cool to Dew Point
  • Absolute Humidity (Vapor density) ??
  • Mass concentration of water vapor in a volume of
    air
  • Vapor Pressure e
  • Partial pressure of water in atmosphere

7
Formation of Precipitation
  • Cool to Dew Point
  • Saturation Vapor Pressure e
  • Maximum vapor pressure that is thermodynamically
    stable (??)
  • What happens to e as the temperature of an air
    mass drops?
  • What happens when e e

8
Formation of Precipitation
  • Cool to Dew Point
  • Temperature at which e e
  • Relative Humidity Wa
  • Wa e/e
  • What happens to Wa as temperature drops?
  • What happens to e as the temperature drops?
  • What is Wa at the dew point?

9
Formation of Precipitation
  • Cool to Dew Point
  • Relative Humidity
  • Calculate vapor pressure if relative humidy is
    36 and Ta is 15 C
  • Relative humidity given Ta 5C and vapor
    pressure 0.6 kPa
  • Dewpoint temperature if Ta 20C and Wa 52.4

10
Formation of Precipitation
  • 2. Condensation nuclei
  • Fig D-7
  • Water can not condense on itself except in very
    cold temperatures
  • Basis behind cloud seeding
  • http//www.hcountryrcd.org/cloud20seeding.htm
  • http//www.usnews.com/science/articles/2009/11/19/
    modifying-weather-cloud-seeding-has-some-new-belie
    vers.html

11
Formation of Precipitation
  • 3. Droplets must grow
  • Clouds are composed of water droplets too small
    to fall and survive evaporation
  • Mostly ice in our lattitude
  • Growth by
  • Collision
  • Vapor migration
  • 4. Importation of water vapor
  • A large cumulonimbus cloud would raing about 0.5
    cm onto the area it covers

12
Formation of Precipitation
  • 4 steps to form precipitation
  • Air mass must cool to Dew Point
  • Condensation nuclei must be present
  • Droplets must grow
  • Continuous import of vapor

13
Whats an Air Mass
  • A mass of air that contains relatively
    homogeneous temperature and density properties
  • Size ranges from small convective masses to
    continental fronts

14
How does an air mass cool?
  • Radiation to a cooler surrounding
  • Conduction to a cool surface
  • Mixing with cold air
  • Adiabatic cooling by horizontal movement
  • Adiabatic cooling by vertical uplift

15
Cooling an air mass
  • Radiation, conduction, mixing, horizontal
    movement may form dew and fog

16
Cooling of an Air Mass
  • 5. Adiabatic cooling by vertical uplift is the
    only significant cooling mechanism for
    precipitation
  • Adiabatic
  • change in temperature without external forcings
    (no addition or removal of heat)
  • Heating or cooling of a gas from pressure changes
  • See figure D-6
  • See Figure D-6

17
Cooling an Airmass
  • Adiabatic Lapse Rate
  • Dry ALR occurs without condenstation and is
    constant at -1 c/100 m
  • Wet ALR occurs during condensation is variable
  • More or less cooling?

18
Nest of lists
  • Steps to form precipitation
  • Air mass must cool to Dew Point
  • Adiabatic cooling by uplift
  • Uplift by
  • Convergence of fronts
  • Convection
  • Orographic effects

19
Lifting an Airmass
  • Convergence of Fronts (boundaries between air
    masses)
  • Air masses move to low pressure zones, or zones
    of convergence
  • Air masses with different properties collide
  • Cause extratropical cyclones
  • Our main source of precip

20
Lifting an Airmass
  • Frontal convergence
  • Cold Front
  • Rapidly moving COLD mass collides with warm mass
  • Steep snout rapid uplift

21
Lifting an Airmass
  • Frontal convergence
  • Warm Front
  • Slow moving WARM mass collides with cold mass
  • Rises of over gentle tail of cold mass - slow
    uplift

22
Lifting an Airmass
  • 2. Convection
  • Solar radiation heats surface rapid uplift

23
Lifting an Airmass
  • 3. Orographic Effect

24
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25
Atmospheric Stability
  • Previous discussions assume that air masses CAN
    be lifted
  • Atmospheric Stability A property of the
    atmosphere that promotes or inhibits vertical
    motion
  • Stable vertical motions are suppressed
  • Unstable vertical motions are promoted
  • Depends or relationship between adiabatic lapse
    rate and ENVIRONMENTAL lapse rate

26
Lapse Rates
  • Environmental LR is the actual vertical
    temperature distribution in atmosphere
  • Hold your hand out the window going up Bogus
    Basin Road
  • Adiabatic LR is what happens inside a parcel of
    rising air
  • Hold a balloon out the window

27
Stable or Unstable
28
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29
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30
Calculation
  • Suppose a parcel of air initially at z 0, T 6
    C, and W 56 is forced over a mountain with an
    elevation of z 1600 m.
  • What is the temp and Wa of the parcel of air at
    1600 m?

31
Precipitation Measurement
  • Hydrologists generally want to know
  • How much (L)
  • How long (t)
  • Intensity (L/t)
  • Where?
  • Rain or Snow?
  • Probability

32
Precipitation Measurement
  • Data Sources
  • Several different agencies
  • For real-time and forecasts
  • National Weather Service
  • http//www.nws.noaa.gov/
  • What do Radar and Satellite data tell us?
  • Data Archives
  • http//www.wrcc.dri.edu/
  • http//mesowest.utah.edu/index.html

33
Precipitation Measurement
  • Conventional data collected from Bucket Gauges

34
Raw Precipitation Data
Discrete
Cumulative
35
Precipitation Measurement
  • Data Quality Issues
  • How accurate are the point measurements?
  • How do point measurements relate to larger areas?
  • Spatial Variability
  • How do instantaneous measurements relate to
    longer timescales
  • Temporal Variability

36
Precipitation Measurement
  • What errors might you expect at the point of
    measurement?

37
Precipitation
  • Wind is a HUGE problem

38
Spatial Distribution
  • How do we estimate the spatial average

39
Spatial Distribution
963 mm 77 Snow
Precipitation (mm)
335 mm 32 Snow
Rain
Snow
2008 Water Year
40
Spatial Variability in Iowa
https//www.crops.org/publications/cs/articles/48/
4/1545
41
Spatial Averaging
  • How do we estimate the total precipitation over a
    large area with few gages?

42
Spatial Average Methods
  • How do we weight the importance of individual
    gages?
  • Weighted Average
  • Direct Average
  • Theissen Polygon
  • Surface Fitting
  • Isohytetal
  • Hypsometric

43
Direct Average
-All gauges receive equal weight
44
Theissen Polygon
  • Weights are assigned by proximity to other
    stations
  • agarea represented by gage g, A total area

45
Spatial Average Methods
  • Theissen Polygon
  • Accounts for uneven distribution of gages

46
Spatial Average Methods
  • Surface Fitting Methods
  • Contoured surface of spatially distributed
    precipitation
  • Isohyetal methods
  • Eyeball method
  • Kriging
  • Weights are assigned using precip data rather
    than station proximity

47
Isohyetal Method
14
11
11
10
9
8
7
11
Gauges are replaced by isohyetal
zones Precipitation in a zone is determined by
average of bounding contours
48
Spatial Average Methods
  • Hypsometric method
  • Useful when topography has a significant effect
    on precipitation
  • How much area is in any given elevation band?

49
Hypsometric Method
P145047 cm
A1400-1500/A 0.13
Gauges are replace by elevation
zones Precipitation in an elevation zone is
determined from P-Z relationship
50
Spatial Average Methods
  • How do we measure representative areas?
  • Geographic Information System
  • Grid paper

51
Temporal Variability
  • Hydrologists are often asked to predict the
    response to design storms, or storms that have
    a certain probability of occurrence
  • How will a river react to a 100-yr storm?
  • What does a 100 yr storm mean?
  • Lets review some probability concepts

52
Basic Probability Concepts
  • Probability
  • Statistics
  • Sample
  • Population
  • Independent
  • Probability Function
  • Probability Density Function
  • Probability Models

53
Basic Probability Concepts
  • Discrete Probability
  • What is the probability of rolling any given
    number on a die?
  • Plot the probability function (eqn c4 and c5)

54
Continuous Probabilities
  • What is the probability that the total annual
    precipitation at a site is 300 mm?
  • Requires continuous probability, or the
    probability that a variable is greater or less
    than a value
  • PDFs and CDFs are use to estimate probabilities
    of continuous random variables

55
Frequency Analysis
  • The values of annual precipitation in College
    Station, Texas, from 1911 to 1979 are shown in
    the attached excel file.
  • What is the probability that the annual
    precipitation R in any year will be less than 35
    in?
  • Calculate Exceedence Probabilities for each value
  • EPx(X)Pr(Xgtx)
  • Pr(Xgtx) 1-Fx(x)
  • How do we calculate Fx(x)?
  • What is the return period of a total annual
    precipitation exceeding 45?
  • T 1/EP

56
Frequency Analysis
  • For College Station, what is the value of the
    total annual rainfall with a return period of
  • 2 years
  • 25 years
  • 50 years
  • 100 years
  • How do we estimate storm magnitudes with return
    periods greater than the length of our sample?

57
Frequency Analysis
  • In the previous example we interrogated the
    sample to answer questions about the population.
  • What do we do when we want to estimate extreme
    values outside the sample?

58
Frequency Models
  • Fit a probability distribution model of the
    population to the sample
  • Use statistics of sample (mean, standard
    deviation) to build a model of the population
  • See table C-1, page 554
  • Can use model of population, rather than sample,
    to extend the tails, or estimate extremes.

59
Example Frequency Model The Normal Distribution
  • Estimate the 100 yr annual P assuming that the
    population is normally distributed
  • Fit Normal Distribution equation (C36) to the
    sample
  • Calculate Z for each value
  • C38
  • Equation C36 is a model of the underlying
    population that we drape over the sample
  • Graphically estimate 100 yr magnitude by
    plotting the model Normal CDF model
  • OR, obtain Z for the probability of interest,
    calculate X.

60
Normal Distribution
  • Commonly applied to the Z standard variate
  • Z (X-Xave)/stdev
  • Mean 0, STDEV 1
  • f(x-STDEV) 0.16
  • f(xSTDEV) 0.84

61
Depth Duration Frequency Curves
  • In the previous example, we considered annual
    total P
  • We can do the same for storms of specific
    durations
  • Depth-Duration-Frequency Curves
  • Describes the probability that a storm of a given
    depth and duration will occur in a year
  • http//www.wrcc.dri.edu/CLIMATEDATA.html
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