Hydraulic model verification by optical remote sensing -...
Transcript of Hydraulic model verification by optical remote sensing -...
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Hydraulic model verification by optical remotesensing
J.Chormaski,D. Mirosaw-witek, T. Okruszko
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River Flood modelingin Wetlands
River flood and his ecological impact in wetland (Flood Pulse concept)
Floodplain - a water storage reservoir
Analysis of the flood duration and spatial extent of flood determination is very important (specially in the mixed-source wetlands)
Application of hydraulic model helps in resolving above problems
Difficulty in model verification
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The Biebrza LowerBasin, a researcharea
Ek
Grajewo
Augus tw
Lipsk
Olecko
Prostki
LipowiecRutki
Gonidz
Raczki
Rajgrd
Suchowola
Bargw
Nowy Dwr
Sztabin
Wsosz
Filipw
Radziw
Kubra
Gski
Szczuczyn
awsk
Stare Juchy
KorycinKrzywa
Janw
Dbrowa Biaostocka
Wieliczki
Szorce
Sucz
Pokono
Cimochy
Topilwka
Grabnik
Nowinka
Zabiele
Biaaszewo
Zubole
JarzbnaNowa Wie Ecka
Oracze
Kolnica
Ruda
Ostrowie
Beda
Sulewo
Klimaszewnica
Gie
Bagny
JasionowkaGlinki
Piecki
Przytuy
Chilmony
Biaousy
Pluty
Siedliska
Siderka
Jaziewo
Nowa Wie
Teolin
Wysokie
Jawka
Dryga
Sajzy
Dugie
Kramkwka
Jawiy
Moki
Siwki
Kulesze
Studzieniczna
Drestwo
Regiel
Liski
Burzyn
Kijewo
Sidra
Kty
Miecze
Zdroje
Przystawka
Somianka
Orlikowo
Romanty
PisanicaBiaobrzegi
Chojnowo
Klewianka
Mayszwka
Mcichy
Czerwonka
Niemczyn
Gorwko
Brzozowa
Guty
Bobrwka
Kosiy
Jaminy
Siekierka
Milewo
Rudawka
Bierniki
Stoczek
OsowiecZagrze
Iwaki
Straduny
Boczki
SkindzierzMikicin
Kamionka
Orzechowo
Kurianka
Zalesie
Morgi
Kopijki
Kalinowo
Biaosuknia
Kdzierowo Makowiany
Reszkowce
Mocarze
Kukowo
Chechy
Stone
Kamienica
Wierzbowo
Wewo
Poom
Modzele
Sokki
Lewki
Reszki
Brzeno
Sieruciowce
Plewki
Niedwiedzkie
Wlka
Kaczyny
Lipowo
Dudki
Sokoy
Kozwka
Dorsze
Lebiedzin
Wronki
Bzury
Milewskie
Ostryk
Nieciki
arnowo I
Pawwka
Pruska-Wielka
Suray
Supy
Rydzewo
Kopciwka
Brzeziny
Witynie
Budno
ubianka
Pisanki
Nieckowo
Bobry
Kamie
Barszcze
Popowo
Kapice
Czrny Stok
Wojdy
Jasionwka
Kurki
Karpowicze
Monkinie
azarze
Rakowicze
Grzebienie
ydy
Nieszki
WroceMoniuszki
Mazuchwka
Dolistowo Stare
Dobki
Miusze
Chechy
Mrozy
Sypitki
Powitne
Szymany
Kile
Ciemnoszyje
Ginie
Krzywe
Dogi
MasieOkrasin
Goubie
Krynica
Borawskie
Radzie
Wyudy
Bkowo
Poganica
abtnik
Koniuszki
Bierwicha
Kiliany
Koziki
Pociczno
Skaje
Kroszewo
Kurejewa
azy
Piaski
Gryzy
Grady Mae
Kizielany
Wrotki
PGR Siejnik
Wosty
Sieburczyn
Biodry
Maowista
Sniczany
Szeski
Dolistowo Nowe
Tajno-PodjeziorneDugosze
Boguszki
Winiowo Eckie
Zatyki
Ciemianka
Krupin
Markowskie
Mroczki
Barany
Jagowo
Rutkowskie
Wydminy
Starowiany
Osowa
Woszczele
Bieniowce
Sulejki
Synkowce
Golubki
Sobieski
Romanowka
Dybowo
Wilamwka
Bartosze
Orzechwko
odzie
Dyba
Kacprowo
Cimanie
Gawliki W ielkie
Przykopka
Wierciochy
Kopiec
Kurkowo
Kiersnwka
Maciesze
Buczki
Kropiwno
niepie
DunajekJaki
Wojewodzin
RamotyBrody
Chwaszczewo
Loje-Awissa
Krzecze
Orowo
Wwka
Hruskie
Rudka
Jasionowo
Borzymy
Malinwka
Zanie
Sedranki
Tajno-anowe
Mierucie
Kolonia Przytuy
Krasne
Wierciszewo
Borki
Popiowka
Goubka
Orzechwka
Szaciwka
Zakrzewo
Biernatki
Szczecinki
Szumowo
Bartki
Sonia
Solistwka
Sojczyn-Borowy
Przechody
Bukowo
Polkowo
Jemieliste
Mone
Horodnianka
Gboczyzna
Gradzkie
Monety
Laski Mae
Okl
Kossaki
Nowa Chodorowka
Przestrzele
Szwak
Kumiaka
Stary Rogoyn
Makinie
Baamutowo
Czerwonki
Dugochorzele
Suszalewo
Trzaski
Olszewo
Stcze
PGR Garba
Cibory
PGR Biebrza
Mieczki Czarne
Nowokolno
Brzozwka-Ziemiaska
Zawady-Eckie
Wesoowo
Czarnwla
Romejki
Jeziorowskie
ubianne
Podnowinka
Rabalina
Kamionka Stara
Racibory-Jurgi
Stacze
Tarachy
Flesze-Raskie
Ponarlica
Szczebra
Makosieje
Taciewo
Koziniec
Grabowe Grdy
Niemcowizna
Lipiskie
Stara Chmielwka
Rutkowszczyzna
PGR Drozdowo
Sadowina
Wlka Piaseczna
Babki-Gseckie
Cicha Wlka
Nowe Krzywe
Sojczynek-Nowa Wie
Rosochate
Siedlisko
BurzynBurzyn
Osowiec
foresttown and village
gauge station
LEGEND
N
EW
S
roadriver
0 5 10 Kilometers
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March 2000 spring flood
Water level observed in Burzyngauge during a flood in 2000
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March 2000 spring flood
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Hydraulic model development
River channel shape Floodplain topography Hydraulic model
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Geometry of thevalley. Cross-sections
The river channel - Manual sonding
A part of the valley located close to the river channel -Topography measurements
The rest of the valley -captured from DTM
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DTM of the valley
Data: contour and point elevation
data source topographic maps scale of 1: 25 000;
Measured elevation cross-sections in the river valley;
Interpolation: TOPOGRIDTOOL an ArcInfo
routine existing natural hydrography
network used for sinks removal and to enforce known drainage patterns during interpolation;
Spatial resolution of DTM - 25 meters
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DTM of the LowerBiebrza Basin
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102,5
103,0
103,5
104,0
104,5
105,0
105,5
106,0
0 1000 2000 3000 4000 5000 6000 7000 8000
Distance [m]
Ele
vatio
n [m
]
measurements DTM
Biebrza River
Kosdka
Quality of the DTM
Model verified by two measured valley cross-section Levelling in 50 meters (90
points in two cross-sections) Verification of DTM (RMS
Error = 0,35m)
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103.00
104.00
105.00
106.00
107.00
108.00
109.00
110.00
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H [
m a
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Q observation
Q simulation
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Flood extend calculated by use of hydraulic model
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HydraulicModel verification
The Remote sensingmethod of the calculatedflood extent verification
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Remote sensing
The Landsat TM images were used Low price image captured in the
same time as river flood peak
Advantage: good registration of wetness and water during leaf-out period
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Image processing Rectification, contrast
matching and image transformations (PCA, NDVI)
Supervised classification Training fields (tf)
determination Validation of tf Classification Verification
Reclassificationa) Dry against wet classesb) Open water and deep
inundated (more then 0.5 m) against rest of wet and dry classes
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Image re-classification (a)
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Image re-classification (b)
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Wetland watersources
Chemical properties as an indicator of the source of water
The measurements of EC used for water source detection
The river water, groundwater and snow melt water are separated from the by river flooded area
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Water chemistry and visualinterpretation of sattelite images
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Discussion
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Conclusion
Remote sensing methods cannot be used for hydraulic model verification in wetlands in fully automatic way
These analysis give not sufficient results in mixed-source wetlands
Including a water chemistry analysis could help indetermination of the river flooded from rest of inundated valley