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Monitoring Land Subsidence Monitoring Land Subsidence Radar Radar Interferom Interferom Radar Radar Interferom Interferom Ho Tong M Dipartimento di Elettronica e Info ABSTRACT ABSTRACT The level of the ground water has been constantly lowering and the urbanization has been The level of the ground water has been constantly lowering and the urbanization has been which has led to the subsidence of some areas in the Ho Chi Minh City (HCMC). Land de which has led to the subsidence of some areas in the Ho Chi Minh City (HCMC). Land de water pumping stations. water pumping stations. This poster demonstrates the effectiveness of radar This poster demonstrates the effectiveness of radar interferometry interferometry to detect the deformat to detect the deformat This poster demonstrates the effectiveness of radar This poster demonstrates the effectiveness of radar interferometry interferometry to detect the deformat to detect the deformat subsidence phenomenon in HCMC using ERS SAR SLC scenes acquired over HCMC. subsidence phenomenon in HCMC using ERS SAR SLC scenes acquired over HCMC. INTRODUCTION Subsidence in Ho Chi Minh City is a long term problem Subsidence in Ho Chi Minh City is a long term problem Convensional Convensional methods : precise methods : precise levelling levelling and GPS and GPS – they are costly and they are costly and time consuming time consuming Radar Radar Interferometry Interferometry – Permanent Permanent Scatterer Scatterer InSAR InSAR - economical, fast, economical, fast, provides information on a large area provides information on a large area 1950-1975 2 M. 1975-2005 8 M. 1700-1950 0,5 M. 2 M. 2020 Year 12 M. Inhabitant. Average backscatter intensity Urbanized direction and population METHODS The Interferometric Concept R R1 R2 The The unit unit of of length length used used in in InSAR InSAR is is the the wavelength wavelength: R1 R2 ΔR ΔR = c R = c · Δφ Δφ Δφ Δφ Δφ Δφ Δφ Δφ Interferometry Interferometry λ = 5.66 cm = 5.66 cm Δφ Δφ Δφ Δφ Δφ Δφ Δφ Δφ Δ r R 1 R 2 DInSAR limiting factors: DInSAR limiting factors: reflectvity changes reflectvity changes The PS Technique R1 R2 atmospheric disturbances atmospheric disturbances R2 ΔR By using: By using: long temporal series of SAR data long temporal series of SAR data identification of: identification of: coherent radar targets: coherent radar targets: the the Permanent Scatterers (PS) Permanent Scatterers (PS) PS PS where atmospheric effects can be where atmospheric effects can be estimated and removed estimated and removed Observed interferometric phase is the sum of many terms Observed interferometric phase is the sum of many terms φ insar = φ def + φ topo + φ atm + φ orbit + φ noise PS pixels PS pixels PS pixels PS pixels have low have low noise noise e in Ho Chi Minh City Using e in Ho Chi Minh City Using metry metry Techniques Techniques metry metry Techniques Techniques Minh Dinh ormazione, Politecnico di Milano n rapidly developing during the last d n rapidly developing during the last deca ecades due to the strong groundwater extraction des due to the strong groundwater extraction eformation at the rate of few eformation at the rate of few centimetres centimetres per year can be measured at the heavy ground per year can be measured at the heavy ground tions in HCMC. The goal is to employ this powerful new technique to measure the land tions in HCMC. The goal is to employ this powerful new technique to measure the land tions in HCMC. The goal is to employ this powerful new technique to measure the land tions in HCMC. The goal is to employ this powerful new technique to measure the land RESULTS total temporal spatial doppler thermal ρ ρ ρ ρ ρ = Total correlation, Total correlation, ρtotal ρtotal Data ERS-1 & 2 ρ denotes correlation ρ denotes correlation HO CHI MINH MAP TAY NINH 107°0'E 106°45'E 106°30'E Subsidence trend TAY NINH DONG NAI SUBURBAN REGION URBAN FRINGE REGION 11°0'N 11° BINH DUONG LONG AN BA RIA SUBURBAN REGION URBAN INNER CORE REGION 10°45'N 10° 10°30'N 10° 107°0'E 106°45'E 106°30'E SUBURBAN REGION URBAN FRINGE REGION URBAN INNER CORE REGION STUDY AREA Interpretation We see that e see that the some Southwest subsidence the some Southwest subsidence areas coincide. areas coincide. The most he most reliable information is in the zone were the PS are concentrated reliable information is in the zone were the PS are concentrated. . CONCLUSIONS reliable information is in the zone were the PS are concentrated reliable information is in the zone were the PS are concentrated. . Moreover, l Moreover, looking at the position of the “ ooking at the position of the “subsidence subsidence zones”, zones”, most of most of tide flood sites lie tide flood sites lie at the at these areas se areas of the city (as expected of the city (as expected). ). - The capability of using PS techniques to map land subsidence The capability of using PS techniques to map land subsidence phenomenon in Ho Chi Minh City. phenomenon in Ho Chi Minh City. - Progressing urbanization and a rising population cause more Progressing urbanization and a rising population cause more CONCLUSIONS exploitation of underground exploitation of underground-water water and more large and more large structures to be structures to be built. This is effecting HCMC surface causing significant ground built. This is effecting HCMC surface causing significant ground deformation. deformation. 1. 1. Ferretti Ferretti, A., C. , A., C. Prati Prati, and F. , and F. Rocca Rocca, (2000). Nonlinear subsidence rate estimation using permanent , (2000). Nonlinear subsidence rate estimation using permanent scatterers scatterers in differential SAR in differential SAR interferometry interferometry, IEEE Trans. , IEEE Trans. Geosci Geosci. Remote Sens., 38(5), 2202 . Remote Sens., 38(5), 2202–2212. 2212. 2. 2. Hooper, A., P. Hooper, A., P. Segall Segall, and H. , and H. Zebker Zebker , (2007). Persistent , (2007). Persistent scatterer scatterer interferometric interferometric synthetic aperture radar synthetic aperture radar BIBLIOGRAPHY 2. 2. Hooper, A., P. Hooper, A., P. Segall Segall, and H. , and H. Zebker Zebker , (2007). Persistent , (2007). Persistent scatterer scatterer interferometric interferometric synthetic aperture radar synthetic aperture radar for crustal deformation analysis, with application to for crustal deformation analysis, with application to Volcáno Volcáno Alcedo Alcedo, Galápagos, Journal of Geophysical , Galápagos, Journal of Geophysical Research, Vol. 112, B07407, doi:10.1029/2006JB004763. Research, Vol. 112, B07407, doi:10.1029/2006JB004763. 3. 3. Le Van Le Van Trung Trung and Ho Tong Minh and Ho Tong Minh Dinh Dinh. Monitoring Land Deformation Using Permanent . Monitoring Land Deformation Using Permanent Scatterer Scatterer INSAR INSAR Techniques Techniques – Case Study: Ho Chi Minh City. 7th FIG Regional Conference, Hanoi, Vietnam, October 2009. Case Study: Ho Chi Minh City. 7th FIG Regional Conference, Hanoi, Vietnam, October 2009.

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Page 1: Monitoring Land Subsidence in Ho Chi Minh City Using Radar ... · Monitoring Land Subsidence in Ho Chi Minh City Using Radar Interferometry Ho Tong Minh Dipartimento di Elettronica

Monitoring Land Subsidence in Ho Chi Minh City UsingMonitoring Land Subsidence in Ho Chi Minh City Using

Radar Radar InterferometryInterferometryRadar Radar InterferometryInterferometryHo Tong Minh

Dipartimento di Elettronica e Informazione

ABSTRACTABSTRACT

The level of the ground water has been constantly lowering and the urbanization has been rapidly developing during the last dThe level of the ground water has been constantly lowering and the urbanization has been rapidly developing during the last d

which has led to the subsidence of some areas in the Ho Chi Minh City (HCMC). Land deformation at the rate of few which has led to the subsidence of some areas in the Ho Chi Minh City (HCMC). Land deformation at the rate of few

water pumping stations.water pumping stations.

This poster demonstrates the effectiveness of radar This poster demonstrates the effectiveness of radar interferometryinterferometry to detect the deformations in HCMC. The goal is to employ this powerful new technique to measure the land to detect the deformations in HCMC. The goal is to employ this powerful new technique to measure the land This poster demonstrates the effectiveness of radar This poster demonstrates the effectiveness of radar interferometryinterferometry to detect the deformations in HCMC. The goal is to employ this powerful new technique to measure the land to detect the deformations in HCMC. The goal is to employ this powerful new technique to measure the land

subsidence phenomenon in HCMC using ERS SAR SLC scenes acquired over HCMC.subsidence phenomenon in HCMC using ERS SAR SLC scenes acquired over HCMC.

INTRODUCTION

Subsidence in Ho Chi Minh City is a long term problemSubsidence in Ho Chi Minh City is a long term problem

•• ConvensionalConvensional methods : precise methods : precise levellinglevelling and GPS and GPS –– they are costly and they are costly and

time consumingtime consuming

•• Radar Radar InterferometryInterferometry –– Permanent Permanent ScattererScatterer InSARInSAR -- economical, fast, economical, fast,

provides information on a large areaprovides information on a large area

1950-1975

2 M.

1975-2005

8 M.

1700-1950

0,5 M.

2 M.

2020 Year

12 M. Inhabitant.

Average backscatter intensity Urbanized direction and population

METHODS

The Interferometric Concept

RR

RR11

RR22

The The unitunit ofof lengthlength usedused in in InSARInSAR isis the the wavelengthwavelength::

RR11

RR22

∆∆RR

∆∆∆∆∆∆∆∆R = c R = c ·· ∆φ∆φ∆φ∆φ∆φ∆φ∆φ∆φInterferometryInterferometry

λλλλλλλλ = 5.66 cm= 5.66 cm

∆φ∆φ∆φ∆φ∆φ∆φ∆φ∆φ

∆∆RR∆∆∆∆∆∆∆∆ rr

λλλλλλλλ = 5.66 cm= 5.66 cm

RR11

RR22

DInSAR limiting factors:DInSAR limiting factors:

•• reflectvity changesreflectvity changes

The PS Technique

RR11

RR22

•• reflectvity changesreflectvity changes

•• atmospheric disturbancesatmospheric disturbances

RR22

∆∆RR

By using:By using:

•• long temporal series of SAR datalong temporal series of SAR data

identification of:identification of:

•• coherent radar targets:coherent radar targets:

the the Permanent Scatterers (PS)Permanent Scatterers (PS)

PSPSwhere atmospheric effects can bewhere atmospheric effects can be

estimated and removedestimated and removed

Observed interferometric phase is the sum of many termsObserved interferometric phase is the sum of many terms

φinsar = φdef + φtopo + φatm + φorbit + φnoise

PS pixelsPS pixelsPS pixelsPS pixels

have lowhave low

noisenoise

Monitoring Land Subsidence in Ho Chi Minh City UsingMonitoring Land Subsidence in Ho Chi Minh City Using

InterferometryInterferometry TechniquesTechniquesInterferometryInterferometry TechniquesTechniquesHo Tong Minh Dinh

Informazione, Politecnico di Milano

The level of the ground water has been constantly lowering and the urbanization has been rapidly developing during the last dThe level of the ground water has been constantly lowering and the urbanization has been rapidly developing during the last decaecades due to the strong groundwater extraction des due to the strong groundwater extraction

which has led to the subsidence of some areas in the Ho Chi Minh City (HCMC). Land deformation at the rate of few which has led to the subsidence of some areas in the Ho Chi Minh City (HCMC). Land deformation at the rate of few centimetrescentimetres per year can be measured at the heavy ground per year can be measured at the heavy ground

to detect the deformations in HCMC. The goal is to employ this powerful new technique to measure the land to detect the deformations in HCMC. The goal is to employ this powerful new technique to measure the land to detect the deformations in HCMC. The goal is to employ this powerful new technique to measure the land to detect the deformations in HCMC. The goal is to employ this powerful new technique to measure the land

RESULTS

total temporal spatial doppler thermalρ ρ ρ ρ ρ=

Total correlation, Total correlation, ρtotalρtotal

Data ERS-1 & 2

ρ denotes correlation ρ denotes correlation

HO CHI MINH MAP

TAY NINH

107°0'E 106°45'E 106°30'E

Subsidence trend

TAY NINH

DONG NAI

SUBURBAN REGION

URBAN FRINGE REGION

11°0'N 11°0'N

BINH DUONG

LONG AN

BA RIA

SUBURBAN REGION

URBAN INNER CORE REGION 10°45'N 10°45'N

10°30'N 10°30'N

107°0'E 106°45'E 106°30'E

SUBURBAN REGION URBAN FRINGE REGION URBAN INNER CORE REGION STUDY AREA

Interpretation

WWe see that e see that the some Southwest subsidencethe some Southwest subsidence areas coincide. areas coincide. TThe most he most

reliable information is in the zone were the PS are concentratedreliable information is in the zone were the PS are concentrated. .

CONCLUSIONS

reliable information is in the zone were the PS are concentratedreliable information is in the zone were the PS are concentrated. .

Moreover, lMoreover, looking at the position of the “ooking at the position of the “subsidence subsidence zones”, zones”, most of most of

tide flood sites lie tide flood sites lie at theat these areas se areas of the city (as expectedof the city (as expected). ).

-- The capability of using PS techniques to map land subsidence The capability of using PS techniques to map land subsidence

phenomenon in Ho Chi Minh City. phenomenon in Ho Chi Minh City.

-- Progressing urbanization and a rising population cause more Progressing urbanization and a rising population cause more

CONCLUSIONS

-- Progressing urbanization and a rising population cause more Progressing urbanization and a rising population cause more

exploitation of undergroundexploitation of underground--waterwater and more large and more large structures to be structures to be

built. This is effecting HCMC surface causing significant ground built. This is effecting HCMC surface causing significant ground

deformation.deformation.

1.1. FerrettiFerretti, A., C. , A., C. PratiPrati, and F. , and F. RoccaRocca, (2000). Nonlinear subsidence rate estimation using permanent , (2000). Nonlinear subsidence rate estimation using permanent scatterersscatterers in differential SAR in differential SAR interferometryinterferometry, IEEE Trans. , IEEE Trans. GeosciGeosci. Remote Sens., 38(5), 2202. Remote Sens., 38(5), 2202––2212. 2212.

2.2. Hooper, A., P. Hooper, A., P. SegallSegall, and H. , and H. ZebkerZebker, (2007). Persistent , (2007). Persistent scattererscatterer interferometricinterferometric synthetic aperture radar synthetic aperture radar

BIBLIOGRAPHY

2.2. Hooper, A., P. Hooper, A., P. SegallSegall, and H. , and H. ZebkerZebker, (2007). Persistent , (2007). Persistent scattererscatterer interferometricinterferometric synthetic aperture radar synthetic aperture radar for crustal deformation analysis, with application to for crustal deformation analysis, with application to VolcánoVolcáno AlcedoAlcedo, Galápagos, Journal of Geophysical , Galápagos, Journal of Geophysical Research, Vol. 112, B07407, doi:10.1029/2006JB004763.Research, Vol. 112, B07407, doi:10.1029/2006JB004763.

3.3. Le Van Le Van TrungTrung and Ho Tong Minh and Ho Tong Minh DinhDinh. Monitoring Land Deformation Using Permanent . Monitoring Land Deformation Using Permanent ScattererScatterer INSAR INSAR Techniques Techniques –– Case Study: Ho Chi Minh City. 7th FIG Regional Conference, Hanoi, Vietnam, October 2009.Case Study: Ho Chi Minh City. 7th FIG Regional Conference, Hanoi, Vietnam, October 2009.