GIS-Landslide Meeting お手軽地形測量 2011-11-26

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Yuichi S. Hayakawa レーザ距離計とGNSSを用いた 現場でのお手軽地形図作成法 早川裕弌 東京大学空間情報科学研究センター 2011.11.26 GIS-Landslide Workshop 3rd

Transcript of GIS-Landslide Meeting お手軽地形測量 2011-11-26

Page 1: GIS-Landslide Meeting お手軽地形測量 2011-11-26

Yuichi S. Hayakawa

レーザ距離計とGNSSを用いた現場でのお手軽地形図作成法

早川裕弌東京大学空間情報科学研究センター

2011.11.26 GIS-Landslide Workshop 3rd

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Introduction

Detailed topographic maps/data are necessary as the basic material for geoscientific field surveys

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How to get a topo map?Freehand Classical methods High-tech methods

easy

inaccurate accurate

effortful

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Disadvantages of high-tech methods

• High resolution satellite images and/or airphotos are still expensive. In some countries their acquisition is limited due to military reason.

• Data processing of satellite/airphotoimages for topographic data is often cost-ineffective (time & money).

• Airboren/terrestrial laser scanning is also time-consuming or restricted in rural areas abroad.

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Use of portable devices: LRF and DGNSS

• LRF; laser range finder• DGNSS; differential global navigation

satellite system (incl. GPS, GLONASS) Quick acquisition of accurate maps

• Advantages: portability, price

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FIELD MEASUREMENT METHODFor acquisition of DEMs in field

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Portable system for topographic measurement

• LRF with digital compass– Impulse 200 LR &

Mapstar by LaserTech• Portable DGNSS

– MobileMapper Pro by Thales Navigation

• Monopod with bipod legs

• Operating PC(早川・津村, 2008;

Hayakawa and Tsumura, 2009.)

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Another combination

Trimble GeoXH 6000

LaserTechTruPulse 360B

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Field measurement

Basepoint:DGNSS positioning

Laser measurements(distance, angles)

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Measuring point:DGNSS positioning

Laser measurements(distance, angles)

Measurement by DGPS + LRF

(Base point:the first measuring point)

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Data processing

Distance (horizontal)

Height (vertical)

Direct distanceElevation angleAzimuth(mag. north)

Raw Computed

Horizontal distanceHeightAzimuth(true north)

XYZ

(x, y, z) geographic coordinate by DGNSS

(BaseTarget)

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Hacıtuğrul Tepe

Ankara

Study site

Turkey

SyiraIraq

Bulgaria Georgia

Greece

300 km

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600 m !!

Hacıtuğrul Tepe

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Base point coordinate32°13’16.9″E, 32°42’19.9″N, 915.8 m a.s.l.

Time for measurement 4 days for overall topography and 5 days for detailed local topographyBy 2 persons

Area and number of points approx. 1 km2

17,549 pts (13,217 pts after error reduction)11,017 pts (10,908 pts after error reduction)

Interpolation Method: Ordinary KrigingModel: Exponential for overall, Linear for localNugget effect: On Resolution (cell size): 4 m for overall, 0.2 m for local

Data property

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Actual dataSphericalCircularExponentialGaussianLinear with sill

Kriging interpolation (exponential)

4-m DEMSemivariogramPoint cloud

Overall topography

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Topographic map of HacıtuğrulTepe

- 4 days by 2 operators- DEM resolution: 4 m- Contour interval: 0.5 m- Accuracy: ~1 m

300 m

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927 m

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Actual dataSphericalCircularExponentialGaussianLinear with sill

Kriging interpolation (linear)

20-cm DEMSemivariogramPoint cloud

Partially high-resolution map

Point density is flexible.(trade-off with time)

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0 60 12030 m

10-cm contour map and hillshade image

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Interpolation

Point cloud DEM + Contour

Ras Jibsh, Oman

Kriging

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Measurements of small tepes(~100 m)

Quick, accurate mapping

Zirayet Tepe Kale Höyük Dolma Tepe Hazarşah

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Piz dal Büz(A) (B)

(C)

RTK-GPS mobile

DGPS base

RTK-GPS base

LRF

DGPS mobile

Operating PC

A rock glacier in Swiss Alps

Nr. Elevation (m) Difference (m) RTK-GPS Laser-DEM

01 2920.64 2919.88 -0.76 02 2841.43 2841.48 0.05 03 2840.07 2839.17 -0.90 04 2841.23 2841.71 0.48 05 2844.17 2843.99 -0.18 06 2854.75 2855.36 0.61 07 2853.74 2853.52 -0.22 08 2851.39 2851.70 0.31 09 2857.26 2857.42 0.16 10 2854.35 2854.16 -0.19 11 2864.24 2864.33 0.09 12 2865.56 2863.31 -2.25 13 2872.10 2873.22 1.12 14 2870.95 2871.60 0.65 15 2874.76 2875.90 1.14     Average: 0.01   Standard deviation: 0.83

Accuracy: 0.8 mcomparison with RTK-GNSS

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Comparison with other DEMs

We can recently use various, worldwide topographic data, but their resolution is often low.

– How accurate or reliable? – Appropriate for what scale?

Here we compare several DEMs from different sources:

[ SRTM, GDEM, PRISM DEM, Field DEM ]

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DEMs to compare• SRTM

– CGIAR-SCI (Filled GeoTIFF/ASCII), ver. 4– Resolution = 90 m

• GDEM– METI/NASA, ver. 1– Resolution = 30 m

cf. 2011/10/17 ver. 2 release• PRISM DEM

– AIST: GEOGrid PRISM DEM processing service– Resolution = 10 m

• Field DEM– LRF/DGNSS measurement– Resolution = 2 m

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Study site

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Eğriköy

• Early Bronze – Rome/Byzantine• Located at shoreline of old lake

(Sultansazligi)• 250 m long, 10 m high• Triangular shape (onigiri)

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EğriköyField DEM >>> PRISM DEM >> SRTM > GDEM

SRTM(Contour=2m,10m)

GDEM(Contour=2m,10m)

PRISM DEM(Contour=2m,10m)

Field DEM(Contour=1m)

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Histograms

SRTMGDEMPRISM DEMField DEM

SRTM (10-1)GDEMPRISM DEM (102)Field DEM

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ResultsApplicability

– 103 m scale objects: SRTM, GDEM, PRISM DEM, Field DEM

– 102 m scale objects: SRTM, GDEM, PRISM DEM, Field DEM

– 100–101 m scale objects: SRTM, GDEM, PRISM DEM, Field DEM

Advantages / Disadvantages– SRTM

• OK: Wide area / NG: Small (<102 m) objects– GDEM

• OK: Mountainous steep terrain / NG: Lowlands– PRISM DEM

• OK: Wide area, small objects (~102 m) / NG: Noisy– Field DEM

• OK: ~100 m very small objects / NG: Wide area (>100 km2)

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Remarks• >102 m scale objects / >102 km2 extent

– SRTM• 102 m scale objects / 100–102 km2 extent

– PRISM DEM• 100–101 m scale objects / 10-1–100 km2 extent

– Field DEM

cf. Laser scanning technologies– ALS (Airborne laser scan)

• 100–101 m scale object / >100 km2 extent• Fine resolution, wide area

– TLS (Terrestrial laser scan)• 10-2–101 m scale object / 10-1–100 km2 extent• Very fine resolution, relatively narrow area

Select appropriate methods for appropriate scales/extent