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Applications of GIS toWater Resources Engineering
Francisco OliveraDepartment of Civil Engineering
Texas A&M University
Texas A&M UniversityDepartment of Civil Engineering - SeminarSeptember 12, 2001 – College Station, Texas
Geographic Information Systems
The Problem
To analyze hydrologic processes in a non-uniform landscape.
Non-uniformity of the terrain involves the topography, land use and soils, and consequently affects the hydrologic properties of the flow paths.
Watershed divide
Watershed point
Flow path
Watershed outlet
Opportunity
The Solutions
Lumped models: Easy to implement, but do not account for terrain variability.
Spatially-distributed models: Require sophisticated tools to implement, but account for terrain variability.
Overview
Soil Water Balance
Flow Routing Methods
Results
Soil Water Balance Model
Precipitation: PEvaporation: E
Soil moisture: w
Surplus: S
Temperature: TNet Radiation:
Rn
Soil Water Balance Model
Given:wfc : soil field capacity (mm)wpwp : soil permanent wilting point (mm)P : precipitation (mm)T : temperature (°C)Rn : net radiation (W/m2)
pwpfc
pwpiinipi ww
ww)R,T(EE
Evaporation:
iii1i EPw
0SandPwwE,wwwIf
0SandwwwIf
wSandwwwIf
iipwpiipwp1ipwp1i
i1i1i*
1ipwp
*1ii
*1i
*1i
Soil moisture and surplus: Calculated:w : actual soil moisture (mm)S : water surplus (mm)E : actual evaporation (mm)Ep : potential evaporation (mm)
pwpfc* www
Global Data
Precipitation and temperature data, at 0.5° resolution, by D. Legates and C. Willmott of the University of Delaware. Net radiation data, at 2.5° resolution, by the Earth
Radiation Budget Experiment (ERBR). Soil water holding capacity, at a 0.5° resolution, by Dunne and Willmott.
Precipitation (Jan.) Temperature (Jan.)
Net Radiation (Jan.) Soil Water Holding Capacity
Monthly Surplus – Niger Basin
February May
August November
Period between storms: 3 days.
Monthly Surplus – Niger Basin
10 days between storms
1 day between storms 3 days between storms
30 days between storms
Effect of disaggregation of monthly precipitation into multiple storms.
Overview
Soil Water Balance
Flow Routing Methods
Results
Flow Routing Models
Cell-to-cell
Element-to-element
Source to sinkSource
Flow-path Sink
Cell Cell
Sub-Basin
Junction
Reach
Sink
Cell-to-Cell Model
Sets a mesh of cells on the terrain and establishes their connectivity.
Represents each cell as a linear reservoir (outflow proportional to storage). One parameter per cell: residence time in the cell.
Flow is routed from cell-to-cell and hydrographs are calculated at each cell.
K1 K2 K3 K4 K5
Mesh of Cells
Congo River basin subdivided into cells by a 2.8125° 2.8125° mesh.
With this resolution, 69 cells were defined.
Low Resolution River Network
Low resolution river networks determined from high resolution hydrographic data.
B
C
D
1 2
3A
4
Low Resolution River Network
High resolution flow directions (1-Km DEM cells) are used to define low resolution river network (0.5° cells).
Cell Length
The cell length is calculated as the length of the flow path that runs from the cell outlet to the receiving cell outlet.
CDL
BCL
ACL
3
2
1
B
C
D
1 2
3A
4
Element-to-Element Model
Defines hydrologic elements (basins, reaches, junctions, reservoirs, diversions, sources and sinks) and their topology.
Elements are attributed with hydrologic parameters extracted from GIS spatial data.
Flow is routed from element-to-element and hydrographs are calculated at all elements.
Different flow routing options are available for each hydrologic element type.
Sub-Basin
JunctionReach Sink
Sub-Basin
Sub-Basin
Sub-Basins and Reaches
Congo River basin subdivided into sub-basins and reaches.
Sub-basins and reaches delineated from digital elevation models (1 Km resolution).
Streams drain more than 50,000 Km2. Sub-basin were defined for each stream segment.
Hydrologic System Schematic
Hydrologic system schematic of the Congo River basin as displayed by HEC-HMS.
Hydrologic System Schematic
Detail of the schematic of the Congo River basin.
Delineated Streams
Guadalquivir Basin
HMS Schematic of theGuadalquivir Basin
Source-to-Sink Model
Defines sources where surplus enters the surface water system, and sinks where surplus leaves the surface water system.
Flow is routed from the sources directly to the sinks, and hydrographs are calculated at the sinks only.
A response function is used to represent the motion of water from the sources to the sinks.
Source
Flow-path
Sink
SourceFlow-path
Sinks
Sinks are defined at the continental margin and at the pour points of the inland catchments.
Using a 3°x3° mesh, 132 sinks were identified for the African continent (including inland catchments like Lake Chad).
Drainage Area of the Sinks
The drainage area of each sink is delineated using raster-based GIS functions applied to a 1-Km DEM (GTOPO30).
GTOPO30 has been developed by the EROS Data Center of the USGS, Sioux Falls, ND.
Land Boxes
Land boxes capture the geomorphology of the hydrologic system.
A 0.5°x0.5° mesh is used to subdivide the terrain into land boxes.
For the Congo River basin, 1379 land boxes were identified.
Surplus Boxes
Surplus boxes are associated to a surplus time series.
Surplus data has been calculated using NCAR’s CCM3.2 GCM model over a 2.8125° x 2.8125° mesh.
For the Congo River basin, 69 surplus boxes were identified.
Sources
Sources are obtained by intersecting: drainage area of the
sinks land boxes surplus boxes
Number of sources: Congo River basin: 1,954 African continent: 19,170
Response Function
Pure translation
Translation, flow attenuation, dispersion and decay
Qsink = Qi = [Ii(t) *
Ui(t)]
Source - i
Flow-path - i Sink(t)
Ui(t)
t t
(t)
t
(t)
Ui(t)
t
Ui(t)
Overview
Soil Water Balance
Flow Routing Methods
Results
Global Monthly Surplus
Animation prepared by Kwabena Asante
Global River Network
Hydrographs - Congo River
Runoff Flow
Hydrographs - Amazon River
Runoff Flow
0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
16,000
0 10 20 30 40 50 60 70
Time (days)
Flo
w (
m3 /s
)
C
B
A
Watershed Geomorphology
V = 1 m/sD = 150 m2/s
Niger River Basin: A = 2’260,000 Km2, B = 226 Km2, and C = 22,600 m2.
Flooding t.u. Campus
Animation prepared by Esteban Azagra
Flooding t.u. Campus
Animation prepared by Esteban Azagra