Survey report 2000/01 summer season Australian Antarctic Division Author - D.Hurd / AAD

Taken from sections of the Report: Introduction and Project Outline The 2000/01 MAGIP field program for the Antarctic survey season has been scoped to continue and extend the objectives of the Mapping and GIS section of the Antarctic Division in support of the ANARE mapping program (ANAREMAGIP) as w...

Full description

Bibliographic Details
Other Authors: BROLSMA, HENK (hasPrincipalInvestigator), HURD, DAVID (processor), Australian Antarctic Data Centre (publisher)
Format: Dataset
Language:unknown
Published: Australian Antarctic Data Centre
Subjects:
GPS
map
Online Access:https://researchdata.ands.org.au/survey-report-200001-dhurd-aad/701900
https://data.aad.gov.au/metadata/records/survey_2000-01_lars_vest_mawson
http://nla.gov.au/nla.party-617536
id ftands:oai:ands.org.au::701900
record_format openpolar
institution Open Polar
collection Research Data Australia (Australian National Data Service - ANDS)
op_collection_id ftands
language unknown
topic imageryBaseMapsEarthCover
planningCadastre
BOUNDARY SURVEYS
EARTH SCIENCE
HUMAN DIMENSIONS
BOUNDARIES
INFRASTRUCTURE
LAND USE/LAND COVER CLASSIFICATION
ENVIRONMENTAL GOVERNANCE/MANAGEMENT
LAND MANAGEMENT
EARTH SCIENCE &gt
TERRESTRIAL HYDROSPHERE &gt
SURFACE WATER &gt
SURFACE WATER FEATURES &gt
LAKES/RESERVOIRS
TIDES
OCEANS
survey
Tide Gauge
Aerial Photography
GPS
map
Deep Lake
TIDE GAUGES
GPS &gt
Global Positioning System
FIELD SURVEYS
AERIAL PHOTOGRAPHS
CONTINENT &gt
ANTARCTICA &gt
Davis
Larsemann Hills
Mawson
Vestfold Hills
Zhong Shan
GEOGRAPHIC REGION &gt
POLAR
spellingShingle imageryBaseMapsEarthCover
planningCadastre
BOUNDARY SURVEYS
EARTH SCIENCE
HUMAN DIMENSIONS
BOUNDARIES
INFRASTRUCTURE
LAND USE/LAND COVER CLASSIFICATION
ENVIRONMENTAL GOVERNANCE/MANAGEMENT
LAND MANAGEMENT
EARTH SCIENCE &gt
TERRESTRIAL HYDROSPHERE &gt
SURFACE WATER &gt
SURFACE WATER FEATURES &gt
LAKES/RESERVOIRS
TIDES
OCEANS
survey
Tide Gauge
Aerial Photography
GPS
map
Deep Lake
TIDE GAUGES
GPS &gt
Global Positioning System
FIELD SURVEYS
AERIAL PHOTOGRAPHS
CONTINENT &gt
ANTARCTICA &gt
Davis
Larsemann Hills
Mawson
Vestfold Hills
Zhong Shan
GEOGRAPHIC REGION &gt
POLAR
Survey report 2000/01 summer season Australian Antarctic Division Author - D.Hurd / AAD
topic_facet imageryBaseMapsEarthCover
planningCadastre
BOUNDARY SURVEYS
EARTH SCIENCE
HUMAN DIMENSIONS
BOUNDARIES
INFRASTRUCTURE
LAND USE/LAND COVER CLASSIFICATION
ENVIRONMENTAL GOVERNANCE/MANAGEMENT
LAND MANAGEMENT
EARTH SCIENCE &gt
TERRESTRIAL HYDROSPHERE &gt
SURFACE WATER &gt
SURFACE WATER FEATURES &gt
LAKES/RESERVOIRS
TIDES
OCEANS
survey
Tide Gauge
Aerial Photography
GPS
map
Deep Lake
TIDE GAUGES
GPS &gt
Global Positioning System
FIELD SURVEYS
AERIAL PHOTOGRAPHS
CONTINENT &gt
ANTARCTICA &gt
Davis
Larsemann Hills
Mawson
Vestfold Hills
Zhong Shan
GEOGRAPHIC REGION &gt
POLAR
description Taken from sections of the Report: Introduction and Project Outline The 2000/01 MAGIP field program for the Antarctic survey season has been scoped to continue and extend the objectives of the Mapping and GIS section of the Antarctic Division in support of the ANARE mapping program (ANAREMAGIP) as well as providing survey support for other ongoing ANARE science programs. The field component of the program in the Davis/ Mawson area for this season was to primarily establish ground control for existing 1:30000 photography in the Larsemann Hills. Additional tasks included updating of station summaries and the retrieval of data from the tide gauges at Law Base, Mawson and Davis Stations. The original Antarctic Division's Brief to Surveyors is included as Appendix A of this report. David Hurd from the Survey and Geographic Information Services Group of Hydro Tasmania and Arthur Moerke, a volunteer assistant, have been the field operatives throughout the season. The survey program consisted of the following major areas: * Photo control - Larsemann Hills * Completion of various tasks relating to the Davis tide gauge - Installation of second tide gauge at Davis - Downloading the existing tide gauge at Davis. - Timed water-level measurements. - Precise levelling connection of the tide gauge bench marks with the ARGN GPS site at Davis. * Completion of similar tasks described for the tide gauge at Davis Base with the gauge located at Law Base. * Lake levels within the Vestfold Hills. * Inspection and analysis of the reader board and pole at Deep Lake. * Providing GPS coordinates for all uncoordinated survey marks in the Vestfold Hills Additionally other unscoped inclusions in the program included * Update of station summary for Mawson station * Engineering surveys at Davis, Zhongshan, Progress 2 and Law Base. * Completion of similar tasks described for the tide gauge at Davis Base with the gauge located at Mawson station. Discussions with Mapping Officer Henk Brolsma prior to departure (26/9/00) agreed that the Auslig Surveyors working in the area this season would utilise their equipment to complete the height connections between the tide gauge benchmarks at Davis Station and AUS99 and to complete the level run as detailed in priority 2 Similarly with the height connection to the Law Base GPS station NMS278 and AUS99 at Davis. The scope specified that GPS locations were to be processed relevant to the base station at Casey. It was assumed that this was an error and was intended to specify AUS99 at Davis. Later discussions with the Auslig surveyors also lead to the extension of their involvement to include the tide gauge benchmark at Law Base and the benchmark located on the peak overlooking Law Base, C1. Recommendations Several recommendations can be made from the experiences over the summer. It is understood that there is a differential GPS transmitter system at Davis, which is either not functioning or is turned off. During the stay at Davis we were advised that the expeditioners last winter spent days digging to locate a series of junction boxes that required repair. A GPS unit could be provided with accuracies capable of locating the assets in a very short time. The ability to locate these buried assets could have a significant effect on station life when considering the importance of quick repairs before anything freezes. A system for all station may be worthwhile as a safety measure. Alternatively, the establishment of a more visible control network possibly in combination with cane line locations and the basic training of one or two expeditioners in the use of a theodolite and tape, which could stay on station, may enable relatively rapid relocation of junction boxes etc. The tide gauge location was not possible at Mawson station because of the amount of algae/vegetation that accumulated beneath the ice. Also there was significant difficulty in accessing the gauge at Law Base because the ice had broken up but not out. It was fortunate that the weather conditions provided a pond which allowed for access. Assuming that a similar level of growth was present below the ice at Law Base prior to the break up then accessing the gauges in the future should possibly be based on a balance of growth conditions and the condition of the ice. It is recommended that all poles related to the tide gauge at Davis be repainted annually to ensure that they are readily available when boating allows. Considering the anticipated shutting down of the old tide gauge at Davis, the establishment of the new gauge may justify a higher priority listing. The installed mounting block for the new gauge has not been painted with anti-fouling paint and because of this will continually be subjected to weed growth. Perhaps it could be arranged so that the barge at Davis could be used to install the new gauge and a replacement mounting block in a single operation. Possibly it could be deployed adjacent to the unused, installed block. Some form of shore mounted interface with the tide gauges would save significant amounts of time and avoid many logistical issues in regard to boat time and organisation of drivers. Law Base does not have boats or drivers so any future access to the Law Base gauge will need to either arrange for the transportation of these resources or ensure that they are in the area before the ice breaks up. The timed water level measurements could be made more efficiently and over a longer period with the summer deployment and retrieval of some form of GPS buoy similar to what the university has been using. Alternatively the timed water level measurements using a video camera with timed exposures may be an option. A handheld GPS with some form of computer interface would be a great asset in the location of benchmarks in the ice-free areas. Having a list of coordinates that could be loaded into a lightweight unit would allow for rapid location of marks prior to deployment of heavy equipment or confirmation of mark identification for levelling. This should be seen as highly desirable. As mentioned in the 98/99 report the use of a digital camera for documentation purposes should be seen as essential in the antarctic environment. Logistically, it would seem that registration in the ASAC system ensures that expeditioners are not left off lists and that equipment and resources are more easily available. While this did not represent any immoveable barriers, some form of registration may make things easier. It seems that the levelling in the Vestfolds is given a low priority but is an ongoing project. The number of lakes levelled varies from season to season from around seventy to three or four. While the lakes are currently levelled on an opportunistic basis a suggestion may be to either place a higher priority on completing the extensive lake list or reduce the number of lakes to be levelled so that a continuous data set may be generated. I am under the impression that there has been a thesis written on the lake levels and maybe this could be used as a guide to which lakes should be levelled annually. Possible continuously levelling lakes throughout a season may also provide indications of movement throughout the season in addition to the annual snapshot. This could be particularly relevant in regard to accessing the deep lake reader board. The rock drill battery is incapable of holding enough charge to complete more than three drill holes. It may be worthwhile to either recondition the battery or replace it.
author2 BROLSMA, HENK (hasPrincipalInvestigator)
HURD, DAVID (processor)
Australian Antarctic Data Centre (publisher)
format Dataset
title Survey report 2000/01 summer season Australian Antarctic Division Author - D.Hurd / AAD
title_short Survey report 2000/01 summer season Australian Antarctic Division Author - D.Hurd / AAD
title_full Survey report 2000/01 summer season Australian Antarctic Division Author - D.Hurd / AAD
title_fullStr Survey report 2000/01 summer season Australian Antarctic Division Author - D.Hurd / AAD
title_full_unstemmed Survey report 2000/01 summer season Australian Antarctic Division Author - D.Hurd / AAD
title_sort survey report 2000/01 summer season australian antarctic division author - d.hurd / aad
publisher Australian Antarctic Data Centre
url https://researchdata.ands.org.au/survey-report-200001-dhurd-aad/701900
https://data.aad.gov.au/metadata/records/survey_2000-01_lars_vest_mawson
http://nla.gov.au/nla.party-617536
op_coverage Spatial: northlimit=-66.0; southlimit=-69.0; westlimit=60.0; eastLimit=80.0; projection=WGS84
Temporal: From 2000-11-19 to 2001-03-11
long_lat ENVELOPE(77.968,77.968,-68.576,-68.576)
ENVELOPE(77.968,77.968,-68.576,-68.576)
ENVELOPE(76.217,76.217,-69.400,-69.400)
ENVELOPE(-60.366,-60.366,-62.682,-62.682)
ENVELOPE(76.371,76.371,-69.373,-69.373)
ENVELOPE(62.874,62.874,-67.603,-67.603)
ENVELOPE(76.383,76.383,-69.383,-69.383)
ENVELOPE(-111.845,-111.845,55.649,55.649)
ENVELOPE(62.874,62.874,-67.603,-67.603)
ENVELOPE(60.0,80.0,-66.0,-69.0)
geographic Antarctic
The Antarctic
Vestfold Hills
Vestfold
Davis Station
Davis-Station
Larsemann Hills
Hurd
Zhongshan
Mawson Station
Law Base
Base Lake
Base Mawson
geographic_facet Antarctic
The Antarctic
Vestfold Hills
Vestfold
Davis Station
Davis-Station
Larsemann Hills
Hurd
Zhongshan
Mawson Station
Law Base
Base Lake
Base Mawson
genre Antarc*
Antarctic
Antarctica
Australian Antarctic Division
genre_facet Antarc*
Antarctic
Antarctica
Australian Antarctic Division
op_source Australian Antarctic Data Centre
op_relation https://researchdata.ands.org.au/survey-report-200001-dhurd-aad/701900
3a489401-5a9f-41ea-b142-b3d541772271
survey_2000-01_lars_vest_mawson
https://data.aad.gov.au/metadata/records/survey_2000-01_lars_vest_mawson
http://nla.gov.au/nla.party-617536
_version_ 1766246115232972800
spelling ftands:oai:ands.org.au::701900 2023-05-15T13:46:59+02:00 Survey report 2000/01 summer season Australian Antarctic Division Author - D.Hurd / AAD BROLSMA, HENK (hasPrincipalInvestigator) HURD, DAVID (processor) Australian Antarctic Data Centre (publisher) Spatial: northlimit=-66.0; southlimit=-69.0; westlimit=60.0; eastLimit=80.0; projection=WGS84 Temporal: From 2000-11-19 to 2001-03-11 https://researchdata.ands.org.au/survey-report-200001-dhurd-aad/701900 https://data.aad.gov.au/metadata/records/survey_2000-01_lars_vest_mawson http://nla.gov.au/nla.party-617536 unknown Australian Antarctic Data Centre https://researchdata.ands.org.au/survey-report-200001-dhurd-aad/701900 3a489401-5a9f-41ea-b142-b3d541772271 survey_2000-01_lars_vest_mawson https://data.aad.gov.au/metadata/records/survey_2000-01_lars_vest_mawson http://nla.gov.au/nla.party-617536 Australian Antarctic Data Centre imageryBaseMapsEarthCover planningCadastre BOUNDARY SURVEYS EARTH SCIENCE HUMAN DIMENSIONS BOUNDARIES INFRASTRUCTURE LAND USE/LAND COVER CLASSIFICATION ENVIRONMENTAL GOVERNANCE/MANAGEMENT LAND MANAGEMENT EARTH SCIENCE &gt TERRESTRIAL HYDROSPHERE &gt SURFACE WATER &gt SURFACE WATER FEATURES &gt LAKES/RESERVOIRS TIDES OCEANS survey Tide Gauge Aerial Photography GPS map Deep Lake TIDE GAUGES GPS &gt Global Positioning System FIELD SURVEYS AERIAL PHOTOGRAPHS CONTINENT &gt ANTARCTICA &gt Davis Larsemann Hills Mawson Vestfold Hills Zhong Shan GEOGRAPHIC REGION &gt POLAR dataset ftands 2020-01-05T21:19:29Z Taken from sections of the Report: Introduction and Project Outline The 2000/01 MAGIP field program for the Antarctic survey season has been scoped to continue and extend the objectives of the Mapping and GIS section of the Antarctic Division in support of the ANARE mapping program (ANAREMAGIP) as well as providing survey support for other ongoing ANARE science programs. The field component of the program in the Davis/ Mawson area for this season was to primarily establish ground control for existing 1:30000 photography in the Larsemann Hills. Additional tasks included updating of station summaries and the retrieval of data from the tide gauges at Law Base, Mawson and Davis Stations. The original Antarctic Division's Brief to Surveyors is included as Appendix A of this report. David Hurd from the Survey and Geographic Information Services Group of Hydro Tasmania and Arthur Moerke, a volunteer assistant, have been the field operatives throughout the season. The survey program consisted of the following major areas: * Photo control - Larsemann Hills * Completion of various tasks relating to the Davis tide gauge - Installation of second tide gauge at Davis - Downloading the existing tide gauge at Davis. - Timed water-level measurements. - Precise levelling connection of the tide gauge bench marks with the ARGN GPS site at Davis. * Completion of similar tasks described for the tide gauge at Davis Base with the gauge located at Law Base. * Lake levels within the Vestfold Hills. * Inspection and analysis of the reader board and pole at Deep Lake. * Providing GPS coordinates for all uncoordinated survey marks in the Vestfold Hills Additionally other unscoped inclusions in the program included * Update of station summary for Mawson station * Engineering surveys at Davis, Zhongshan, Progress 2 and Law Base. * Completion of similar tasks described for the tide gauge at Davis Base with the gauge located at Mawson station. Discussions with Mapping Officer Henk Brolsma prior to departure (26/9/00) agreed that the Auslig Surveyors working in the area this season would utilise their equipment to complete the height connections between the tide gauge benchmarks at Davis Station and AUS99 and to complete the level run as detailed in priority 2 Similarly with the height connection to the Law Base GPS station NMS278 and AUS99 at Davis. The scope specified that GPS locations were to be processed relevant to the base station at Casey. It was assumed that this was an error and was intended to specify AUS99 at Davis. Later discussions with the Auslig surveyors also lead to the extension of their involvement to include the tide gauge benchmark at Law Base and the benchmark located on the peak overlooking Law Base, C1. Recommendations Several recommendations can be made from the experiences over the summer. It is understood that there is a differential GPS transmitter system at Davis, which is either not functioning or is turned off. During the stay at Davis we were advised that the expeditioners last winter spent days digging to locate a series of junction boxes that required repair. A GPS unit could be provided with accuracies capable of locating the assets in a very short time. The ability to locate these buried assets could have a significant effect on station life when considering the importance of quick repairs before anything freezes. A system for all station may be worthwhile as a safety measure. Alternatively, the establishment of a more visible control network possibly in combination with cane line locations and the basic training of one or two expeditioners in the use of a theodolite and tape, which could stay on station, may enable relatively rapid relocation of junction boxes etc. The tide gauge location was not possible at Mawson station because of the amount of algae/vegetation that accumulated beneath the ice. Also there was significant difficulty in accessing the gauge at Law Base because the ice had broken up but not out. It was fortunate that the weather conditions provided a pond which allowed for access. Assuming that a similar level of growth was present below the ice at Law Base prior to the break up then accessing the gauges in the future should possibly be based on a balance of growth conditions and the condition of the ice. It is recommended that all poles related to the tide gauge at Davis be repainted annually to ensure that they are readily available when boating allows. Considering the anticipated shutting down of the old tide gauge at Davis, the establishment of the new gauge may justify a higher priority listing. The installed mounting block for the new gauge has not been painted with anti-fouling paint and because of this will continually be subjected to weed growth. Perhaps it could be arranged so that the barge at Davis could be used to install the new gauge and a replacement mounting block in a single operation. Possibly it could be deployed adjacent to the unused, installed block. Some form of shore mounted interface with the tide gauges would save significant amounts of time and avoid many logistical issues in regard to boat time and organisation of drivers. Law Base does not have boats or drivers so any future access to the Law Base gauge will need to either arrange for the transportation of these resources or ensure that they are in the area before the ice breaks up. The timed water level measurements could be made more efficiently and over a longer period with the summer deployment and retrieval of some form of GPS buoy similar to what the university has been using. Alternatively the timed water level measurements using a video camera with timed exposures may be an option. A handheld GPS with some form of computer interface would be a great asset in the location of benchmarks in the ice-free areas. Having a list of coordinates that could be loaded into a lightweight unit would allow for rapid location of marks prior to deployment of heavy equipment or confirmation of mark identification for levelling. This should be seen as highly desirable. As mentioned in the 98/99 report the use of a digital camera for documentation purposes should be seen as essential in the antarctic environment. Logistically, it would seem that registration in the ASAC system ensures that expeditioners are not left off lists and that equipment and resources are more easily available. While this did not represent any immoveable barriers, some form of registration may make things easier. It seems that the levelling in the Vestfolds is given a low priority but is an ongoing project. The number of lakes levelled varies from season to season from around seventy to three or four. While the lakes are currently levelled on an opportunistic basis a suggestion may be to either place a higher priority on completing the extensive lake list or reduce the number of lakes to be levelled so that a continuous data set may be generated. I am under the impression that there has been a thesis written on the lake levels and maybe this could be used as a guide to which lakes should be levelled annually. Possible continuously levelling lakes throughout a season may also provide indications of movement throughout the season in addition to the annual snapshot. This could be particularly relevant in regard to accessing the deep lake reader board. The rock drill battery is incapable of holding enough charge to complete more than three drill holes. It may be worthwhile to either recondition the battery or replace it. Dataset Antarc* Antarctic Antarctica Australian Antarctic Division Research Data Australia (Australian National Data Service - ANDS) Antarctic The Antarctic Vestfold Hills Vestfold Davis Station ENVELOPE(77.968,77.968,-68.576,-68.576) Davis-Station ENVELOPE(77.968,77.968,-68.576,-68.576) Larsemann Hills ENVELOPE(76.217,76.217,-69.400,-69.400) Hurd ENVELOPE(-60.366,-60.366,-62.682,-62.682) Zhongshan ENVELOPE(76.371,76.371,-69.373,-69.373) Mawson Station ENVELOPE(62.874,62.874,-67.603,-67.603) Law Base ENVELOPE(76.383,76.383,-69.383,-69.383) Base Lake ENVELOPE(-111.845,-111.845,55.649,55.649) Base Mawson ENVELOPE(62.874,62.874,-67.603,-67.603) ENVELOPE(60.0,80.0,-66.0,-69.0)