risk assessment of nature extreme events in the coastal zone dangerous hydrological phenomena in the...
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Risk assessment of nature extreme events in the coastal zone
Dangerous hydrological
phenomena in the river mouths and
their relation to synoptic situation
N.I.Alekseevsky, D.V.Magritsky, N.M.Yumina, I.N.Krylenko, D.N.Aibulatov, G.S.Ermakova,E.Antohina
D.Gutchina
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Environmental - economic zones of coast (EEZC) of
the European part of Russia
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Structure and impact degree of dangerous processes and phenomena depending on features of EEZC
districts
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Time scales of dangerous hydrological phenomena (DHP) and hydrology-morphological processes in the river mouths
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Linear scales of dangerous hydrological phenomena (DHP) and hydrology-morphological processes in the river mouths
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Genetic classification of the dangerous hydrological phenomena
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List of hydrological data needed to assess the social and economic damages and risks
• Type and coordinates of DHP-occurrence
• Intensity of the dangerous hydrological phenomena (for Damage)
• Duration of dangerous hydrological events and the residual phenomena (for Damage)
• Exposure area
SIFVI=(SSI-3)*(Exposure_area*10)*(IDI*10)SIFVI: social and infrastructure Flood Vulrability Index
SSI: Social Susceptibility Index
IDI: Infrastructure Density Index
• Probability (frequency) of dangerous hydrological events of certain intensity
RISK=f(Probability, Damage)
• Other parameters
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Data source for assess and prediction the social and economic damages and risks
1. The Catalogue of the dangerous hydrological phenomena
2. Data of hydrological monitoring on stations and from the satellites
3. Field studies4. Statistic, geographic analysis5. Computer simulation
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The catalogue of the dangerous hydrological phenomena sections
1. Water object code2. Water object name3. Chronology of DHP4. Type of DHP5. Factors (origin) of DHP6. A brief description of the dangerous hydrological phenomena and events7. Parameters of DHP (3 parts)8. Hydro-meteorological conditions (H, Q, v, t, x)9. The economic and social damage10. Data source
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The catalogue of the dangerous hydrological phenomena data sources and structure
~760 events:• Inundations – 644• Low water – 83• Seawater intrusions – 13• Others - 20
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Comparison of the river mouths on a set and degree of hazard
of DHP
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The dangerous hydrological phenomena in the Kuban river mouth
• Water-flow and ice-jam inundations • Storm surges• Dangerous ice phenomena• Heavy sea• Low water
Structure of inundations for period 100 yrs.Chronology of inundations for period 140 yrs.
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Rain and snow-melt floods(autumn-winter)
Summer high water
Spring high water
Flow-water inundations in the Kuban river delta
Repeatability of years Hmax>Hcritical
The mean number of days per year Hmax>Hcritical
1929-1972
1973-2003
The mean depth of flooding of a flood plain
Flood-control system ResultsPrecondition
I. flood-control reservoirs
II. flood-control dams
00 maxmax
t
Ht
Q
000
tH
tz
tR
Q
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Ice jams and ice-jam inundations in the Kuban river delta
Ice-jam inundation of winter 2001-2002 yr.
River reaches of ice-jam formation
Frequency of ice jams (1912-2002 yrs.)
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Long-term variability of the ice phenomena in the Kuban river delta
The period with ice phenomena
Ice thickness
Cases of Ice jams formation for different periods
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Storm surges in the Kuban river mouth
Flood zone and propagation length of backwater in the branches
2
min )/ln(
k
HHl sss
033,05,4 42
ZkQk
m05,010,0min H
Probability curve
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The dangerous hydrological phenomena in the Don river mouth and their long-term variability
420
440
460
480
500
520
540
1910 1920 1930 1940 1950 1960 1970 1980 1990 2000 2010
H, смпост Темрюк-порт
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The dangerous hydrological phenomena in the Neva river mouth
and their long-term variability
• Storm surges (delta)
• Underflooding (delta)
• Ice-snow jam (deltaside river section)
H=200 cm BS
H=500 cm BS
Flood zones
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Expedition to the river mouths of Black sea august 2011
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Simulation result of flooding of the Terek river delta (model and calculations of V.V.Belikov)
Hydraulic models of water stream movement
1.«Flood» and «River» (V.V.Belikov)2. Mike 11, Mike 21 (Denmark)3. Delft 3D (Netherlands) 4. «HEC-RAS» (USA)5. «TELEMAC» (France)
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Hydrological models of runoff formation basin model ECOMAG (author - Motovilov Y.G.)
input data, structure, results
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Results of computer simulation
Rкорр2 = 0.82
0
20
40
60
80
100
0 20 40 60 80 100
W факт. пол., км³
W с
мод
. пол
., к
м³
2009 г.
2001 г.
2005 г.
0
5000
10000
15000
20000
25000
Июнь2008
Август2008
Октябрь2008
Декабрь2008
Февраль2009
Апрель2009
Июнь2009
Август2009
Октябрь2009
Декабрь2009
Q, м³/с
-40
-30
-20
-10
0
10
20
30
40% ммсмС°
смоделированная влажность почвы, %смоделированная суточная сумма осадком, ммсмоделированные расходы воды, м3/сфактические расходы воды, м3/ссмоделированный запас воды в снеге, cмсмоделированная температура воздуха, С
р. Северная Двина - с. Усть-Пинега
р. Печора - с. Оксино
0
5000
10000
15000
20000
25000
30000
35000
40000
Август2003
Октябрь2003
Декабрь2003
Февраль2004
Апрель2004
Июнь2004
Август2004
Октябрь2004
Декабрь2004
Q, м³/с
-40
-30
-20
-10
0
10
20
30
40% ммсмС°
смоделированная влажность почвы, %смоделированная суточная сумма осадком, ммсмоделированные расходы воды, м3/сфактические расходы воды, м3/ссмоделированный запас воды в снеге, cмсмоделированная температура воздуха, С
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Input:12 Atmosphere-Ocean General
Circulation Models data
Result:Runoff changes
estimation
Calculation:Climate-driven hydrological
model Y = f (T0, P)
The forecast of runoff changes
AOGCMs: CMIP3:CCSM3,
CGCM3.1, CNRM-CM3, CSIRO-Mk3.0,
ECHAM5/MPI-OM, GFDL-CM2.0, GFDL-CM2.1, MIROC3.2,
MRI-CGCM2.3.2А, PCM, IPSL CM4, MIUB
ECHO G
resolution: 2°×2°
basic period: 1961-1990 yrs.
forecasting period: 2046-2065 yrs.
bEPaYfY clmobs
n
n
n
P
EEE
1
00 1
00 72,6 TE
1)
equation proposed by Mezentsevn – empirical coefficientT0 – sum of positive temperature (ºC)
0T
P
•Y2050, Y2050max,
Y2050min
•Maps of Ky=Y2050/Ybas.period
•Maps of KCv=Cv2050/Cvbas.period
•Probability curves2) GPEPECvCv PEP )]1/()1[()(
)()( IVCvCv PEP PEI 0
IV 1Shrider
nnnnnn IIIIV1/)1(1
Mezentsev ]1[1/(1)1(
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0 . 0 1 0 . 0 50 . 1 0 . 2 0 . 5 1 2 5 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 9 5 9 8 9 9 9 9 . 5 9 9 . 89 9 . 9
2 5 0
3 0 0
3 5 0
4 0 0
4 5 0
5 0 0
5 5 0
6 0 0
6 5 0
19902050
Minimum value Ky Mean value Ky Maximum value Ky
Me
an
va
lue
KC
v
P,%
The forecast of annual runoff changeof the Severnaya Dvina river
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The synoptic situations associated to various origin floods
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Thank you for your attention!