surveys and photogrammetry

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Surveys and Photogrammetry PRESENTS

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Surveys and Photogrammetry. PRESENTS. Where is the Monument?. Presented by: DeLane R. Meier Surveys & Photogrammetry. We survey in all types of weather, riding on an ATV … or. … walking. We survey in all types of terrain. Horizontal & vertical monuments are used in our surveys. - PowerPoint PPT Presentation

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Page 1: Surveys and Photogrammetry

Surveys and Photogrammetry

PRESENTS

Page 2: Surveys and Photogrammetry

Where is the Monument?

Presented by:

DeLane R. Meier

Surveys & Photogrammetry

Page 3: Surveys and Photogrammetry

We survey in all types of weather, riding on an ATV … or

Page 4: Surveys and Photogrammetry

… walking

Page 5: Surveys and Photogrammetry

We survey in all types of terrain.

Page 6: Surveys and Photogrammetry

Horizontal & vertical monuments are used in our surveys.

Page 7: Surveys and Photogrammetry

HARN (horizontal) and 1st order (vertical) monuments in

North Dakota.

Page 8: Surveys and Photogrammetry

GPS CONTROL TYPES

• MASTER CONTROLthree Horizontal and four vertical known points.

(The goal: To eliminate this step)

• PROJECT CONTROL

Iron pins placed along the project corridor.

Page 9: Surveys and Photogrammetry

GPS SURVEY TYPES

• Real time Surveys

• Are done to collect the ground survey data

• underground utilities

• culverts

• sign surveys

• misc.

• Static Surveys

• Are done to create the project control.

Page 10: Surveys and Photogrammetry

THE OLD WAY (Static Survey)

Page 11: Surveys and Photogrammetry

Setting a GPS receiver on a concrete monument

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The new way(To eliminate the master control step)

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STATION MEDORA (the tower)

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STATION MEDORA (the geodetic antenna)

Page 15: Surveys and Photogrammetry

STATION MEDORA (the GPS receivers)

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Surveying with OPUS(collecting GPS data)

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GPS data sent to OPUS (input screen)

Page 18: Surveys and Photogrammetry

OPUS computed position on station “Deslacs”

Towers used DIFF. NORTH

DIFF. EAST

DIFF. ELEV.

MDR3, BSMK, CLK1 +0.06 -0.11 +0.21

MDR3, BSMK, PNR1 +0.05 -0.10 +0.19

BIL1, CLK1, PNR1 +0.06 -0.11 +0.18

Page 19: Surveys and Photogrammetry

OPUS statistics for June 2003

OPUS (Online Positioning User Service) processed 5,237 solutions.

Average of 174 GPS solutions per day.

There were a total of 4440 users of the system.

Page 20: Surveys and Photogrammetry

OPUS solutions on July 7, 2003

Page 21: Surveys and Photogrammetry

US# 2 Berthold eastPROJECT STATISTICS

One person performed the following in less then

four days.

• Set 5 project control points (Iron pins).

• Set GPS receiver on each control point for two hours or more.

• Sent data to OPUS for computing. Received 3-D coordinates for the 5 unknown points.

• Tied in 64 aerial targets.

Page 22: Surveys and Photogrammetry

We ELIMINATED this step

Page 23: Surveys and Photogrammetry

How is OPUS so efficient?

We find that we can realize real savings in:

1. Reduction of staff hours needed to do the static survey.

2. Reduction of GPS receivers needed to do the static survey.

3. Reduction of vehicles needed to do the static survey.

Page 24: Surveys and Photogrammetry

The next step:Speed up “real time” surveys

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Original “real time” setup

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Eliminate the base station setup

Page 27: Surveys and Photogrammetry

Using an NDGPS tower and

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A GPS Rover, for more “real time” work

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That’s better!

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GPS is one part of a total system to complete projects faster and more efficiently.

2-D and 3-D (future)

Page 31: Surveys and Photogrammetry

MICROSTATION/GEOPAK

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Digital InterPlot

Page 33: Surveys and Photogrammetry

and FileNet

Some advantages of using FileNet

1. Ability to find documents, plans, and drawings on the users’ computers.

2. Ability to safely store electronic data in one place.

3. Ability to work with intelligent documents.

4. Eliminate static microfilming and microfiche plans.

Page 34: Surveys and Photogrammetry

The most significant resource in surveying …

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THE END