CEE 795 Water Resources Modeling and GIS

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CEE 795 Water Resources Modeling and GIS. Lecture 4: Spatial Fields and DEM Processing (some material from Dr. David Maidment, University of Texas and Dr. David Tarboton, Utah State University) February 6, 2006. Learning Objectives: - PowerPoint PPT Presentation

Transcript of CEE 795 Water Resources Modeling and GIS

CEE 795Water Resources Modeling and GIS

Learning Objectives:• Demonstrate the concepts of spatial fields as a way to represent geographical

information• Use raster and vector representations of spatial fields• Perform raster calculations in hydrology• Perform raster based watershed delineation from digital elevation models

Handouts: Assignments:Exercise #3

Lecture 4: Spatial Fields and DEM Processing

(some material from Dr. David Maidment, University of Texas and Dr. David Tarboton, Utah State University)

February 6, 2006

Vector and Raster Representation of Spatial Fields

Vector Raster

Numerical representation of a spatial surface (field)

Grid

TIN Contour and flowline

Six approximate representations of a field used in GIS

Regularly spaced sample points Irregularly spaced sample points Rectangular Cells

Irregularly shaped polygons Triangulated Irregular Network (TIN) Polylines/Contours

from Longley, P. A., M. F. Goodchild, D. J. Maguire and D. W. Rind, (2001), Geographic Information Systems and Science, Wiley, 454 p.

A grid defines geographic space as a matrix of identically-sized square cells. Each cell holds a

numeric value that measures a geographic attribute (like elevation) for that unit of space.

The grid data structure

• Grid size is defined by extent, spacing and no data value information– Number of rows, number of column– Cell sizes (X and Y) – Top, left , bottom and right coordinates

• Grid values – Real (floating decimal point)– Integer (may have associated attribute table)

Definition of a Grid

Numberof

rows

Number of Columns(X,Y)

Cell size

NODATA cell

Points as Cells

Line as a Sequence of Cells

Polygon as a Zone of Cells

NODATA Cells

Cell Networks

Grid Zones

Floating Point Grids

Continuous data surfaces using floating point or decimal numbers

Value attribute table for categorical (integer) grid data

Attributes of grid zones

Raster Sampling

from Michael F. Goodchild. (1997) Rasters, NCGIA Core Curriculum in GIScience, http://www.ncgia.ucsb.edu/giscc/units/u055/u055.html, posted October 23, 1997

Raster Generalization

Central point ruleLargest share rule

Raster Calculator

Cell by cell evaluation of mathematical functions

Example

Precipitation-

Losses (Evaporation,

Infiltration)=

Runoff5 22 3

2 43 3

7 65 6

-

=

Runoff generation processesInfiltration excess overland flowaka Horton overland flow

Partial area infiltration excess overland flow

Saturation excess overland flow

PP

P

qrqs

qo

PP

P

qo

f

PP

P

qo

f

f

Runoff generation at a point depends on

• Rainfall intensity or amount

• Antecedent conditions

• Soils and vegetation

• Depth to water table (topography)

• Time scale of interest

These vary spatially which suggests a spatial geographic approach to runoff estimation

Modeling infiltration excessEmpirical, e.g. SCS Curve Number

method

Runoff from SCS Curve Number

0

1

2

3

4

5

6

7

8

9

10

0 2 4 6 8 10 12

Precipitation (in)

Dir

ect

Ru

no

ff (

in)

CN=10090 80

70

60

50

40

3020

S8.0P

)S2.0P(R

2

10CN

1000S

Cell based discharge mapping flow accumulation of generated runoff

Radar Precipitation grid

Soil and land use grid

Runoff grid from raster calculator operations implementing runoff generation formula’s

Accumulation of runoff within watersheds

Raster calculation – some subtleties

Analysis extent

+

=

Analysis cell size

Analysis mask

Resampling or interpolation (and reprojection) of inputs to target extent, cell size, and projection within region defined by analysis mask

Spatial Snowmelt Raster Calculation ExampleThe grids below depict initial snow depth and average temperature over a day for an area.

40 50 55

42 47 43

42 44 41

100 m

100

m

(a) Initial snow depth (cm)

4 6

2 4

150 m

150

m

(b) Temperature (oC)

One way to calculate decrease in snow depth due to melt is to use a temperature index model that uses the formula

TmDD oldnew

Here Dold and Dnew give the snow depth at the beginning and end of a time step, T gives the temperature and m is a melt factor. Assume melt factor m = 0.5 cm/OC/day. Calculate the snow depth at the end of the day.

Snow Depth and Temperature

4

2 4

640 50 55

4347

414442

42

Initial Snow Depth (cm) Temperature (º C)

100 m

100

m

150 m

150

m

New depth calculation using Raster Calculator

[snow100m] - 0.5 * [temp150m]

The Result

38 52

41 39

• Outputs are on 150 m grid.

• How were values obtained ?

Nearest Neighbor Resampling with Cellsize Maximum of Inputs

40 50 55

4347

414442

42

100

m

4

2 4

6150

m

40-0.5*4 = 38

55-0.5*6 = 5238 52

41 39

42-0.5*2 = 41

41-0.5*4 = 39

Scale issues in interpretation of measurements and modeling results

The scale triplet

From: Blöschl, G., (1996), Scale and Scaling in Hydrology, Habilitationsschrift, Weiner Mitteilungen Wasser Abwasser Gewasser, Wien, 346 p.

a) Extent b) Spacing c) Support

From: Blöschl, G., (1996), Scale and Scaling in Hydrology, Habilitationsschrift, Weiner Mitteilungen Wasser Abwasser Gewasser, Wien, 346 p.

Spatial analyst options for controlling the scale of the output

Extent Spacing & Support

Raster Calculator “Evaluation” of temp150

4 6

2 4

6

2

4

44

4 6

Nearest neighbor to the E and S has been resampled to obtain a 100 m temperature grid.

2 4

Raster calculation with options set to 100 m grid

• Outputs are on 100 m grid as desired.

• How were these values obtained ?

38 52

41 39

47

41

42

4145

[snow100m] - 0.5 * [temp150m]

100 m cell size raster calculation

40 50 55

4347

414442

42

100

m15

0 m

40-0.5*4 = 38

42-0.5*2 = 4138 52

41 39

43-0.5*4 = 41

41-0.5*4 = 39

47

41 45 41

42

50-0.5*6 = 47

55-0.5*6 = 52

47-0.5*4 = 45

42-0.5*2 = 41

44-0.5*4 = 42

Nearest neighbor values resampled to 100 m grid used in raster calculation

4

6

2 4

6

2

4

44

4

6

2 4

What did we learn?

• Spatial analyst automatically uses nearest neighbor resampling

• The scale (extent and cell size) can be set under options

• What if we want to use some other form of interpolation?

InterpolationEstimate values between known values.

A set of spatial analyst functions that predict values for a surface from a limited number of sample points creating a continuous raster.

Apparent improvement in resolution may not be justified

Interpolation methods

• Nearest neighbor• Inverse distance

weight• Bilinear

interpolation• Kriging (best linear

unbiased estimator)• Spline

ii

zr

1z

)dyc)(bxa(z

iizwz

ii eei yxcz

Nearest Neighbor “Thiessen” Polygon Interpolation Spline Interpolation

Spatial Surfaces used in Hydrology

Elevation Surface — the ground surface elevation at each point

3-D detail of the Tongue river at the WY/Mont border from LIDAR.

Roberto GutierrezUniversity of Texas at Austin

Topographic Slope

• Defined or represented by one of the following– Surface derivative z (dz/dx, dz/dy)

– Vector with x and y components (Sx, Sy)

– Vector with magnitude (slope) and direction (aspect) (S, )

Standard Slope Function

a b c

d e f

g h i

cingx_mesh_spa * 8

i) 2f (c - g) 2d (a

dx

dz

acing y_mesh_sp* 8

i) 2h (g - c) 2b (a

dy

dz

22

dy

dz

dx

dz

run

rise

dy/dz

dx/dzatan

Aspect – the steepest downslope direction

dx

dz

dy

dz

dy/dz

dx/dzatan

Example30

80 74 63

69 67 56

60 52 48

a b c

d e f

g h i229.0

30*8

)2456*263()6069*280(

cingx_mesh_spa * 8

i) 2f (c - g) 2d (a

dx

dz

329.030*8

)6374*280()4852*260(

acing y_mesh_sp* 8

c) 2b (a -i) 2h (g

dy

dz

o8.21)401.0(atan

o8.34329.0

229.0atanAspect

o

o

2.145

180

145.2o

401.0

329.0229.0Slope 22

80 74 63

69 67 56

60 52 48

80 74 63

69 67 56

60 52 48

30

45.0230

4867

50.0

30

5267

Slope:

Hydrologic Slope - Direction of Steepest Descent

30

ArcHydro Page 70

32

16

8

64

4

128

1

2

Eight Direction Pour Point Model

ESRI Direction encoding

ArcHydro Page 69

?

Limitation due to 8 grid directions.

Length on Meridians and Parallels

0 N

30 N

Re

Re

RR

A

BC

(Lat, Long) = (, )

Length on a Meridian:AB = Re (same for all latitudes)

Length on a Parallel:CD = R Re Cos(varies with latitude)

D

Example: What is the length of a 1º increment along on a meridian and on a parallel at 30N, 90W?Radius of the earth = 6370 km.

Solution: • A 1º angle has first to be converted to radians radians = 180 º, so 1º = /180 = 3.1416/180 = 0.0175 radians

• For the meridian, L = Re km

• For the parallel, L = Re CosCoskm• Parallels converge as poles are approached

Summary Concepts

• Grid (raster) data structures represent surfaces as an array of grid cells

• Raster calculation involves algebraic like operations on grids

• Interpolation and Generalization is an inherent part of the raster data representation

Summary Concepts (2)

• The elevation surface represented by a grid digital elevation model is used to derive surfaces representing other hydrologic variables of interest such as– Slope– Drainage area (more details in later classes)– Watersheds and channel networks (more details

in later classes)

Summary Concepts (3)

• The eight direction pour point model approximates the surface flow using eight discrete grid directions.