mtech_25032009 moh fifik syafiudin

8/3/2019 MTech_25032009 Moh Fifik Syafiudin

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By:y:Moh.FifikSyafiudinMoh.FifikSyafiudin Supervisor:upervisor:Dr.RSChatterjeeDr.RSChatterjeeNational Coordinating Agency for Surveys and Mappingational Coordinating Agency for Surveys and Mapping(BAKOSURTANAL), IndonesiaBAKOSURTANAL), Indonesia Geosciences Divisioneosciences DivisionIIRS, Dehradun, IndiaIRS, Dehradun, IndiaMMAPPINGAPPING LLANDAND SSUBSIDENCEUBSIDENCE PPHENOMENONHENOMENON

,,DDIFFERENTIALIFFERENTIAL IINTERFEROMETRICNTERFEROMETRIC SSYNTHETICYNTHETIC AAPERTUREPERTURE RRADARADAR--

M.Tech Research Pro ect

Centre for Space Science and Technology Education in Asia and the Pacific (CSSTEAP)(Affiliated to the United Nations)

Indian Institute of Remote Sensing (IIRS), National Remote Sensing Centre (NRSC)Department of Space, Government of India

Dehra Dun, INDIA2 0 0 9


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It is cost-effective tool for land subsidence monitorin e. . due to

groundwater over-extraction, over a large area (e.g., 100 km x 100 km)

Among various aeria - an space tec niques avai a e to ate, D-InSAR

appears to be an efficient technique for measuring spatially continuousland subsidence

surveying techniques

--V2KV2K--M.TechM.Tech20092009


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Groundwater extractionGroundwater extraction

in Bandung Basin during 1900in Bandung Basin during 1900 -- 20062006



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,,



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,,



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It is defined as the vertical surface movement due to the removal of

subsurface support

It is due to man-made activities such as extraction of groundwater, oil,

gas or y un ergroun mining as we as natura azar s suc as

compaction of sediments or earthquake

Sinking or settlement of the land surface, due to any of several

downward movement of natural surfaces although small-scale

, .,



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subsiding areas.

Measuring the rate of land subsidence at cm to sub-centimeter

level.Assessment and estimation of potential land subsidence due to

the decline in piezometric level.

Validation of D-InSAR based land subsidence results with high

.



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StudyStudy AreaArea :: BandungBandung BasinBasin (West(West JavaJava Province)Province)INDONESIAINDONESIA

JakartaSemarang

Surabaya

JakartaLeveling: 6-10 cm (1991-1997)

InSAR: 10 cm (1993-1995)

GPS: 4-6 cm (1997-1999)SemarangLeveling: 17 cm/year (1996-2001)

Surabaya / Porong (Sidoarjo)GPS: 1.053 m (1 bulan)

InSAR: 1.58 m (1.5 bulan)

--V2KV2K--M.TechM.Tech20092009--V2KV2K--M.TechM.Tech20092009


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3D Perspective view of Bandung Basin3D Perspective view of Bandung Basin

and its surrounding areaand its surrounding area

Mt. Gede, 2958 mMt. Gede, 2958 m Tangkuban Perahu VolcanoTangkuban Perahu Volcanomm

Mt. Pangrango, 3019 mMt. Pangrango, 3019 m Tampomas VolcanoTampomas Volcano1684 m1684 m

Bandung CityBandung City

Malabar VolcanoMalabar Volcano

Galunggung VolcanoGalunggung Volcano2168 m2168 m

2665 m2665 m


(Source: SRTM 30mx30m DEM)


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Satellite Data (Optical and SAR)

SPOT-5 July, 2004 1Precise localisation of the subsiding

areas

JERS-1 1994, 1995, & 19983 pairs with 1 pair having fairly goodcoherence

Differential interferogram generationand subsidence measurement

3 pairs with 2 pair having fairly good Differential interferogram generation,

coherence and subsidence measurement

ALOS PALSAR 2007 & 20086 pairs with 2 pair having fairly good

coherence

Differential interferogram generation

and subsidence measurement

Topographic Data

SRTM DEM

(30m res)February, 2000 1

Topographic phase removal in D-InSAR

processing

To o ra hic Ma

1:25.000mage-geore erenc ng

Ancillary Data

2000, 2001, 2002, 2003 & 20 points, distributed over the entire Validation of D-InSAR based land

2005 area subsidence

Piezometric level2000, 2001, 2002, 2003, 2004

& 2005

40-60 points, distributed over the

entire area

Potential land subsidence measurement

due to aquifer compression


Sub-surface geology 1989 14 po nts, str ute over t e ent re

area

Potent a an su s ence measurement

due to aquifer compression


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----

No Master Slave Bn(m) T (days)

1 18/09/1994 28/01/1995 1144.60 132

218/09/1994 09/09/1998

-542.51 14523 28/01/1995 09/09/1998 -1686.40 1320

ALOS PALSARALOS PALSAR

No Master Slave Bn(m)T (days)

1 02/12/2007 17/01/2008 102.480 472 02 12 2007 03 03 2008 11588.499 933 02/12/2007 18/04/2008 172.312 1394 17/01/2008 03/03/2008 11656.958 47

. 6 03/03/2008 18/04/2008 76894.521 47

ENVISAT ASARENVISAT ASAR

No Master Slave Bn(m) T (days)

1 15/06/2004 13/09/2005 377.436 4562 15/06/2004 20/06/2006 109.598 736


3 13/09/2005 20/06/2006 268.392 281


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EVInSAR and SARscape InSAR software tool

ERDAS IMAGINE and ENVI for standard image

processing

-



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InSAR

data pairsPiezometry-based

sediment compression

measurement

GPS Survey

Dual-frequency

Geodetic GPS

Optical

multispectral

datareceivers

DInSAR

processing

Preparation of layers

Subsurface lithotypes

Lithotype thickness

Pre-processing

Visual image analysis

Multispectral image

Point measurement

and computation

(X,Y,h) & hPiezometric changeclassification (standard deviation)

Point-basedsubsidence rate

Potentialsubsidence

Subsidenceareas & rate

Thematicmaps

correlationvalidation


Land Subsidence

Map


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--

SARdata1 SARdata2 DEM

Synthetic

InterferogramReal

InterferogramB

A2

A

1

eren aInterferogram

h

IdentificationandMeasurementofH(x,y)


y


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-- --

Frin es centre location of differential interfero ram


of JERS-1 data pair (18/09/1994 and 28/01/1995)of Bandung Basin

E t d d i f th d f ti f i ith f iE t d d i f th d f ti f i ith f i


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Extended view of the deformation fringes with fringeExtended view of the deformation fringes with fringe

--

data pair (18/09/1994 and 28/01/1995) of Bandung Basindata pair (18/09/1994 and 28/01/1995) of Bandung Basin

F1: = 11/7(2) ; h = -18.46 cm

= = - .F1: = 7/7(2) ; h = -11.75 cmF2: = 7/7(2) ; h = -11.75 cm


: = ; = - . cm

OO


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ALOS PALSAR (LALOS PALSAR (L--band)band)a a process nga a process ng


Differential interferogram of ALOS PALSAR data pair

(02/12/2007 and 03/03/2008) of Bandung Basin


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--

Fringes centre location of differential interferogram


of ENVISAT ASAR data pair (13 September 2005 and 20 June 2006)

of Bandung Basin


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--

E1: = 31/7(2) ; h = -12.40 cm

o our sc eme:

: = 7(2) ; = - .40 cmE3: = 15/7(2) ; h = - 6.00 cmE4: = 11/7(2) ; h = + 4.40 cm

Extended view of the deformation fringes with fringe centre locations in differential

interferogram of ENVISAT ASAR data pair (13/09/2005 and 20/06/2006) of Bandung Basin



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--

Fringes centre location of differential interferogram


of ENVISAT ASAR data pair (15 June 2004 and 20 June 2006)

of Bandung Basin


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--

G1: = 51/7(2) ; h = -20.40 cm

Colour scheme: I/B/C/G/Y/O/R

G2: = 53/7(2) ; h = -21.20 cmG3: = 35/7(2) ; h = -14.00 cm

Extended view of the deformation fringes with fringe centre locations in differential


interferogram of ENVISAT ASAR data pair (15/06/2004 and 20/06/2006) of Bandung Basin

Fl di f i t iFl di f i t i b db d


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Flow diagram of piezometricFlow diagram of piezometric--basedbased

land subsidence measurementland subsidence measurement

DATA SOURCE

Compressibility

Coefficient (w/Ec)

Subsurface Geology

(Drilling Points)

Piezometric Data

(Boreholes)

Decline in

Piezometric Level

Thickness of

Confining Layers

LAND SUBSIDENCE

m = (w/Ec) m h



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PiezometricPiezometric fluctuation during 2000fluctuation during 2000--2005 close to2005 close to

Piezometric Drillin Point Decline in piezometric level (m)

DD--InSARInSAR fringefringe centrescentres and nearbyand nearby drilling pointdrilling point locationslocations

oPoint ID

ID 2000-2001 2001-2002 2002-2003 2003-2004 2004-2005

1 BR04 DDBP4 -0.75 -0.01 - - -

- - - - -. . .

3 BR16 DD45 - -1.22 -2.44 - -

4 SR06 DD15 -4.24 -0.85 -2.47 -15.14 -21.66

Piezometric points

+ Drilling points


S b f l i l fil bS b f l i l fil b


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Subsurface geological profile aboveSubsurface geological profile above

Piezometric Drilling Thickness w/Ec

the marker aquifer layerthe marker aquifer layer

Point ID Point ID

(m) (1/m)

1 BR04 DDBP4

Stiff to hard sandy clay and silt with sandy

intercalations5.000 10.99 x 10-4

very little fine28.090 7.54 x 10-5

2 BR14 BT 26/690 Clay and organic lacustrine deposits 7.450 11.45 x 10-3

Stiff to hard sandy clay and silt with sandy -4intercalations

. .

Gravelly sand to sandy gravel with scoria and


3 BR16 DD45


Sand, fine silty to coarse gravelly, poorly sorted

with silt and clay intercalations, loose to dense9.375 1.66 x 10-4

Conglomerates and breccias in a clayey/sandy

matrix, dense to consolidated6.250 7.54 x 10-5

Stiff to hard sandy clay and silt with sandy11.305 10.99 x 10-4

4 SR06 DD15

Soft organic silty clay and clayey silts 23.479 19.19 x 10-4

Peat and peaty clay 1.304 11.45 x 10-3

Gravell sand to sand ravel with scoria and -


very little fine . . x-

Sand, fine silty to coarse gravelly, poorly sorted

with silt and clay intercalations, loose to dense4.348 1.66 x 10-4

Pi tPi t b d l d b id fb d l d b id f


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PiezometryPiezometry--based land subsidence ofbased land subsidence ofan ung as n ur ng oan ung as n ur ng o

NoPiezometric Drilling Point Land subsidence rate (cm)

- - - - - verage

1 BC06 DD10 -0.35 -2.41 -0.96 - - -1.24

2 BR03 VRS42 - -1.83 -1.39 - - -1.62

3 BR04 DDBP4 -0.57 -7.51 - - - -4.04

4 BR14 BT 26/690 -1.96 -6.48 -4.86 - - -4.44

- - . - . - - - .

6 BR17 DD56 - -2.28 -2.61 - - -2.44

7 BR25 DD58 - - - - -6.61 -6.61

8 BR27 GTL 5/667 - - - - -2.68 -2.68

9 SR06 DD15 - -31.83 -19.67 - - -25.75

n - - . - . - . - . - .


Pi tPi t b d l d b id fb d l d b id f


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PiezometryPiezometry--based land subsidence ofbased land subsidence ofan ung as n ur ng toan ung as n ur ng to


Principle of land subsidence measurementPrinciple of land subsidence measurement


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Principle of land subsidence measurementPrinciple of land subsidence measurement

using repeated GPS surveysusing repeated GPS surveysHEIGHT

L

CHARACTERIZATION

GPS NetworkGPS Networkcovering study areacovering study area

--V2KV2K--M.TechM.Tech20092009Coordinate from survey#1 Coordinate from survey#2

P i tP i t b d L d S b id M tb d L d S b id M t


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PointPoint--based Land Subsidence Measurementsbased Land Subsidence Measurements

during 2000during 2000--2005 from GPS survey in Bandung Basin2005 from GPS survey in Bandung Basin


Potential and actual land subsidence measurements as obtainedPotential and actual land subsidence measurements as obtained


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from differentfrom different s acebornes aceborne and roundand round--based techni uesbased techni ues

at or near the corresponding pointsat or near the corresponding points in Bandung Basinin Bandung Basin


IntegratedIntegrated land subsidence measurements as obtained fromland subsidence measurements as obtained from


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gg

three different techni ues at/near the corres ondin ointsthree different techni ues at/near the corres ondin oints

in Bandung Basinin Bandung Basin

Land Subsidence Rate cm

D-InSAR (ENVISAT ASAR) GPS PIEZOMETRIC

15/06/2004-

20/06/2006

13/09/2005-

20/06/2006

Average(per-year)

Point IDTotal

(2000-2005)

Average(per-year)

Point ID TotalAverage(per-year)

-20.4 -12.4 -11.3 CMHI -75.1 -18.77 DDBP4-8.08

(2000-2002)-4.04

--21.2 -8.4 -9.5 KPO1 -8.8 -4.4 DD45

.

(2001-2003)

-6.12

-14 -6 -6.2 BM13L -26.2 -13.1 DD15-51.5

-25.75(2001-2003)

RCK2 -57.0 -14.25 BT26/690-13.3

(2000-2003)-4.44


PPotentialotential and actual land subsidence areas obtainedand actual land subsidence areas obtained


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fromfrom s acebornes aceborne and round based techni uesand round based techni ues

(overlain on LU/LC map, derived from SPOT(overlain on LU/LC map, derived from SPOT--5 data)5 data)



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In Bandung Basin, land subsidence has been occurring primarily due to

round water over extraction to meet the water demand of ra idl rowin

urban population in general and fast-growing industrilization in particular

In the resent work an inte rated a roach usin three different techni ues

namely, piezometry-based layer compression estimation, space-borne D-

InSAR, and multi-epoch GPS survey, was attempted to address land

su s ence measuremen an mon or ng n an aroun an ung c y an

industrial hubs in Bandung Basin

pace- orne - n ec n que prov es spa a y con nuous ac ua

deformation measurement of the study area whereas Piezometry-basedtechni ue ives an estimate of otential land subsidence due to

compression of the layers as a result of Piezometric decline of the aquifers,

and multi-epoch high precision GPS survey gives point-based actual


su s ence measuremen s a e o serva on po n s

Moh. Fifik SyafiudinMoh. Fifik Syafiudin


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Moh.FifikSyafiudinMoh.FifikSyafiudin. .

[email protected]


mtech_25032009 moh fifik syafiudin

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