SciNetNatHaz Project Progress Meeting - Using Morphometric...

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Using Morphometric models and Open Source Software to locate Flood prone areas A pilot Implementation SciNetNatHaz Project Progress Meeting - 23-26 Oct 2014, Burgas, Bulgaria Konstantinos Papatheodorou Helena Tzanou TEI of Kentriki Makedonia, LP/ENPI Beneficiary

Transcript of SciNetNatHaz Project Progress Meeting - Using Morphometric...

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Using Morphometric models and Open Source Software to

locate Flood prone areas A pilot Implementation

SciNetNatHaz Project Progress Meeting - 23-26 Oct 2014, Burgas, Bulgaria

Konstantinos Papatheodorou

Helena Tzanou

TEI of Kentriki Makedonia, LP/ENPI

Beneficiary

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Contents

Data Requirements

Procedures

Outputs

Evaluation

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The Tools

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Data: Morphology

Topographic Maps, scale 1:50.000

Elevation Points

Land Use maps (Corine 2000 / 2006)

Road and Railroad Network

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Elevation Points

Contours / 20m

Topographic Map 1:50.000 Lattice points /25m

CORINE Land Use map

OpenStreet Maps Public

Transportation

Data: Morphology

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Meteorological Stations

Meteo – Stations on an OpenStreet Map Landscape layer

Hydrology Network (digitized from topo maps)

Geologic map

Watershed Data: Rainfall & Hydrology

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Procedural steps

Build GRID with elevation/topo

data

Clip it! (to the watershed)

Fill the SINKS! Calculate SAGA

WI Calculate TWI

Calculate LS-factor

RUSLE

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GRID Related Processes

Build GRID with elevation/topo data

Clip it! (to the watershed) Fill the SINKS!

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GRID Related Processes – Fill Sinks Description

This module uses an algorithm (Wang & Liu, 2006) to identify and fill surface depressions in digital elevation models. The method was enhanced to allow the creation of hydrologic sound elevation models, i.e. not only to fill the depression(s) but also to preserve a downward slope along the flow path. This is accomplished by preserving a minimum slope gradient between cells. This is the fully featured version of the module creating a depressionless DEM, a flow path grid and a grid with watershed basins.

References

Wang, L. & H. Liu (2006): An efficient method for identifying and filling surface depressions in digital elevation models for hydrologic analysis and modeling. International Journal of Geographical Information Science, Vol. 20, No. 2: 193-213.

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SAGA Wetness Index

SAGA GIS

REFERENCES

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SAGA Wetness Index Input FILLED DEM

The rest are created

automatically

Outputs

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SAGA Wetness Index - Outputs

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Flow Width & Specific Catchment Area REFERENCES

SAGA GIS

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Flow Width & Specific Catchment Area

Outputs Menu/Location

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Flow Width & Specific Catchment Area

SAGA GIS

Topographic Wetness Index

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Flow Width & Specific Catchment Area

Q GIS

TWI

Menu/Location

TWI – Implementation & Outputs

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Flow Width & Specific Catchment Area TWI SAGA (T)WI

Modified Catchment Area

Specific Catchment Area

Differences due to the

“Catchment Area” parameter

TWI vs SAGA WI

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Flow Width & Specific Catchment Area TWI vs SAGA WI

SAGA (T)WI TWI

This is what has actually happen in Serres, eight years ago

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Flow Width & Specific Catchment Area RUSLE – LS factor

SAGA GIS

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Flow Width & Specific Catchment Area RUSLE – LS factor

SAGA GIS

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Flow Width & Specific Catchment Area RUSLE – LS factor

QGIS

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RUSLE – Soil Erosion Potential… QGIS

…to support decisions regarding RETENTION measures

P-factor R-factor C-factor k-factor

Soil Erosion

Potential LS and…

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…Can be used to plan Sediment Retention structures (assess location) upstream in order to effectively control sediment transport towards the flood prone area.

Soil Erosion Potential

RUSLE – Soil Erosion Potential…

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From Regional to Local Scale SAGA WI

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Detailed Topographic Data Measured in situ with GPS

(differential GPS & RTK)

Lattice /25m or Produced by topographic maps

1:2.000 - 1 : 5.000

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DTM & Products – additional parameters

*Riley, S.J., De Gloria, S.D., Elliot, R. (1999)

DTM Hillshade Terrain Ruggedness Index (TRI)*

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Cross Sections Requirements 1. DTM 2. STREAM (digitized towards downstream)

DTM Stream

Distance between profiles

Profile Length

Points per Profile

File Name of Cross Sections

QGIS

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Cross Sections

Map

Menu

Attribute Table (elevation per point)

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Cross Sections to ….HEC-RAS Attribute Table (elevation per point)

… and we copy those data and paste them into HEC-RAS cross section creation module

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Using Morphometric models and Open Source Software to

locate Flood prone areas A pilot Implementation

SciNetNatHaz Project Progress Meeting - 23-26 Oct 2014, Burgas, Bulgaria

Konstantinos Papatheodorou

Helena Tzanou

TEI of Kentriki Makedonia, LP/ENPI

Beneficiary

Thank you!