6559800 Spatial Hydrology

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    SPATIAL HYDROLOGY

    Bahram Saghafian

    Presented at:

    Civil Engineering Department

    Sharif Technical University

    Jan. 2002

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    What is Spatial Hydrology?

    Study of the motion of the earths

    waters (and the transport of their

    constituents) with the explicitreference to the spatial dimension and

    using the data structure and functions

    of geographic information systems

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    Major Developments

    Increasing availability of spatial hydrologic data(DEM, Images, etc.)

    Inclination towards the use of spatial data bases

    and GIS functions in hydrology Need to study detailed spatial distribution of

    hydrologic processes and their effects

    Development of distributed hydrologic models

    Need to disaggregate synthesized hydrologicresponses (flood hydrograph, sediment load, etc.)

    Progress in high-powered computing equipments

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    Active Areas in SpatialSurface Hydrology

    Effect of land use changes Floodplain mapping and hazard

    Flood potential and risk mapping within watersheds

    Spatial optimization of flood control countermeasures

    Site selection for hydro-climatological stations Distributed watershed erosion mapping

    Pollutant affected areas

    Distributed runoff/snowmelt/sediment modeling

    Spatial correlation of climatological factors with geo-environmental characteristics

    Distributed modeling of hydro-climatologic and geo-morphologic characteristics

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    Geographic Information System

    Software tool for storing, managing,manipulating spatial (geographic) data

    Has four components: data entry, datamanagement, manipulation and analysis,and data output

    Models geographic features using points,

    lines, and cells in either vector or cellulardata models

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    GIS Relation to SpatialHydrology

    Spatial hydrology deals with spatially

    distributed processes and features

    GIS can handle spatial (geographic) data Conjunctive use of GIS and hydrology is

    natural and unavoidable

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    Distributed Rainfall-RunoffModeling of Golabdareh

    Catchment

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    Distinctive Algorithms and Tools

    Upgrade time-area rainfall-runoff

    transformation into a distributed technique

    Determine travel time based on kinematicwave theory

    Introduce, for the first time, temporally-

    variable isochrone hydrograph estimationmethod

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    Digitally extracted drainage network

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    50-yr Flood Hydrograph

    50-Year Hydrograph Convolution

    0

    4

    8

    12

    16

    20

    24

    28

    32

    36

    40

    1 4 710

    13

    16

    19

    22

    25

    28

    31

    34

    37

    40

    43

    46

    49

    52

    55

    58

    61

    64

    67

    70

    73

    76

    Time-(min)

    Discharge-(m^3/s)

    Q1 (m3/s)

    Q2(m3/s)

    Q3 (m3/s)

    Q4 (m3/s)

    Q5(m3/s)

    Q6(m3/s)

    QTotal(m3/s)

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    Effect of Land Use Changes inNekarood River Basin

    Land use change detection using remotely-sensed data

    Hydrologic simulation of floods

    Prediction of future effects based of landuse change scenarios

    Further application: How to manage

    spatially the timber harvesting and otherland activities

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    View of Nekarood River Basin

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    View of Nekarood River Basin

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    Digital Elevation Model (DEM)

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    Land Use Map, Year 1346

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    Land Use map, Year 1372

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    Land Use Map, Year 1379

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    Land Use Change Over Years

    FOREST(POOR) :F(P) FOREST(MEDUM) :F(M)

    FOREST(DENSE) :F(D) AGRICULTURE :A

    RANGE LAND(POOR) :R(P) RANGE LAND(NORMAL) :R(N)

    RESIDENTAL :RES.

    0

    100

    200

    300

    400500

    600

    700

    800

    900

    F(P) F(M) F(D) A R(P) R(N) RES.

    Land Use

    Area

    1346 1372 1379

    FOREST(POOR) :F(P) FOREST(MEDUM) :F(M)

    FOREST(DENSE) :F(D) AGRICULTURE :A

    RANGE LAND(POOR) :R(P) RANGE LAND(NORMAL) :R(N)

    RESIDENTAL :RES.

    0

    100

    200

    300

    400500

    600

    700

    800

    900

    F(P) F(M) F(D) A R(P) R(N) RES.

    Land Use

    Area

    1346 1372 1379

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    Change in peak floods

    100

    105

    110

    115

    120

    125

    20 50 100 500 1000

    RETURN PERIOD (Yr)

    1372 1379

    Q/Qbase

    100

    105

    110

    115

    120

    125

    20 50 100 500 1000

    RETURN PERIOD (Yr)

    1372 1379

    Q/Qbase

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    Sediment Deposition SpatialPattern

    Minab Dam

    0 4 0 00

    100

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    Spatial correlation betweenrainfall and vegetation

    Daily rainfall maps using geostatistical tools

    Terrain mapping units defined

    NOAA satellite images processed for NDVI

    vegetation index

    Spatial correlation of rainfall and NDVI studied

    on 10-day and monthly basis with different lagtimes

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    Terrain mapping Units

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    Sample daily rainfall map

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    Results

    Monthly NDVI vegetation index followmonthly rainfall data with a lag of one totwo months and are best correlated with

    the bimonthly antecedent rainfall. The multiple regression method is best

    suited compared with others methods.

    Results may be used for rainfall spatialvariation and drought mapping.

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    Drought SDF Mapping

    Drought Severity-Duration-Frequency

    analysis using run theory

    Spatial extent of drought severity

    l d i l i i i i

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    Flood Potential Prioritization

    and Spatial Mapping Set up a selected semi-distributed hydrologicmodel for the watershed

    Identify and rank the areas (sub-watersheds)

    based on their quantitative contribution indischarge characteristics at the outlet

    Determine the impact of sub-watershed factorson the outlet flood peak

    Propose priority flood control measures Ongoing: conduct research on observed

    discharge data and/or use a fully distributedmodel

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    Snow Mapping & Snowmelt

    Runoff Simulation

    Use satellite images for continuous mapping

    Propose an algorithm for snow/cloud/grounddelineation

    Simulate snowmelt and rainfall runoff using

    SRM model and processed images

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