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Immediate report of Victoria University of Wellington Antarctic Expedition 1988-89: VUWAE 33

THE HYDROLOGY, GLACIOLOGY, AND SEDIMENT TRANSPORT PROCESSES OF THE MIERS VALLEY (K046) - J.A. McConchie

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THE HYDROLOGY, GLACIOLOGY, AND SEDIMENT TRANSPORT PROCESSES OF THE MIERS VALLEY (K046) - J.A. McConchie

Abstract

This project involves a three year hydrological, glaciological, and sediment transport monitoring programme in the Miers Valley.

Information required to study and quantify the energy and mass balances of the glacier-river-lake system will be collected.

The data will permit:
1.The evaluation of the seasonal variability of glacier behaviour and surface water hydrology.
2.An improved understanding of the energy and mass balances of the glacier-river-lake system in the Miers Valley, which typifies such systems in the Dry Valleys region.
3.The development of a water balance for the Miers Valley hydrologic system.
4.The determination of the importance of temperature in controlling viscosity, and therefore the transportational potential, of both air and water "fluid" media.
5.The quantification of sediment sources, the relative importance of sediment transporting media, and how these vary both spatially and temporally.

During the 1988-89 season three automated hydrometric sites were installed together with climate monitoring equipment. All the equipment and software was fully tested and functioned well during December and January. Quarter hourly data values of fourteen different variables at 3 sites were recorded. Networks of ablation poles were installed on the Miers and Adams glaciers and a considerable amount of survey control was established. The sedimentary facies of the valley were mapped and the aeolian sediment transport processes monitored.

An initial examination of the hydrologic and climatic data indicates that:
1.Stream flow is directly controlled by the amount, and intensity, of solar radiation striking the glaciers. Such is the level of this control that clouds passing in front of the sun can be identified in the hydrographs.
2.Temperature has only a minor affect on stream flow, determining to a slight degree the "baseflow" when there is no direct sunlight.
3.There is a maximum amount of melt able to be generated, if there is no cloud, when the sun is at a particular azimuth. This is indicated by "flat" peaks on the hydrographs.
4.The maximum amount of melt possible on any day during the season (if there is no cloud) is cyclic and increases as the angle of the sun gets higher. Essentially, maximum stream flows should be cyclic around the "longest day".
5.Higher than average temperatures early in the 1988-89 season led to higher humidity levels, more cloud, more snow fall and as a consequence, less stream flow during the season.page 13
6.The 1988-89 season was, however, in many ways a typical. There were very few fine days; temperatures (on average) were higher than usual; more snowfall and higher humidity were experienced. The data must therefore be interpreted with some degree of caution.

The sediment samples are currently being analysed and this must be completed before any definitive comments can be made. However, it would appear that the average, "long term", sedimentation rates are slow but that periods with extremely high rates occur periodically to produce a disjoint stratigraphy.

Proposed Programme

The principal aims of the 1988-89 programme were therefore to:
1.Install three hydrometric sites and two climate stations.
2.Field test all the electronic hardware, sensors, and software.
3.Install the photogrammetric and field survey control necessary to provide detailed location monitoring the programme requires.
4.To map, sample, and monitor the sedimentological processes operating in the Miers Valley.
5.Determine whether the goals listed in the abstract could be satisfactorily addressed by the proposed field programme.

Scientific endeavours and achievements

While much of the proposed work for the 1988-89 season was of a preliminary nature the achievements were significant.

Hydrology

Three hydrometric sites were installed within the Miers Valley. A 120° "V" notch weir was established on the Adams Stream approximately 150 m downstream from the glacier front and a 60° "flume" was installed on the Miers, also approximately 150 m downstream from the snout. The third site, a 120° "V" notch weir, was installed on the lower Miers, approximately 300 m below the lake outlet. The two upper valley sites had backup Foxboro recorders installed as well as Geokon transducers linked to Campbell CR10 dataloggers to record stage height. The lower site was only monitored by a Geokon transducer and datalogger.

The weirs were installed in trenches approximately 7 m long (depending on the site characteristics), 400 mm deep, and a minimum of 300 mm wide. The upstream faces of the weirs were lined with PVC sheeting and backfilled with sand to prevent leakage. The wing-walls were extended with sand bagging, PVC sheeting, and hessian as required by the nature of the specific site. Leakage at all sites was less than 0.1% and it is believed that after the present winter, that is once the sites have refrozen, leakage will have stopped completely.

At each site special gauging reaches were constructed and over 20 gaugings were undertaken to develop a rating curve (calibration of stage height against discharge) for each weir. These rating curves would appear to be very accurate with little scatter about the best fit line.

In the coming season the transducers will be sealed in anti-freeze and a rubber membrane to prevent freezing and the resultant change in calibration offset. With regular maintenance this, however, was not a major problem last season.

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The Water Resources Survey DSIR site in the Garwood valley was also maintained by K046 during the 1988-89 season.

Climate Stations

Two fully automated climate stations were established close to the hydrometric sites on the upper Miers and Adams Streams. These sites monitored air temperature, water temperature, humidity, incoming solar radiation, wind direction and speed, and soil temperature. All the sensors worked well, as did the data loggers which collected all the data, and a data record spanning 21/12/88 until 20/1/89 was recovered.

Software

Various pieces of software were written to calibrate the sensors and control the data loggers. All this software appears to have functioned well under the conditions found in the Miers valley.

Ablation Markers

Three rows of five ablation poles were installed on each of the Miers and Adams glaciers. The poles were placed in holes drilled 1.2 m into the glacier surface and were marked with flags for relocation. The position of each pole was determined from survey control sites adjacent to and above each glacier. Movement of the poles and the ice around them will be monitored in future seasons.

Ground Survey

Forty-four benchmarks were established by DOSLI during the period 1980-83 in the Marshall and Miers Valleys (L&S 37/99). Two of these stations were subsequently "doppler" fixed.

Seven of these benchmarks, BMM21-BMM27 were used during the 1988-89 season as a basis for control in the Upper Miers Valley. BMM21 is one of the doppler-fixed stations. BMM21 (Adjusted position) 163° 47′ 15.988′E 78° 05′47.086′S H = 164.080 m asl

Survey control

All seven DOSLI stations were observed and measured by K046. Five new stations were established to provide a triangulated control over the Upper Miers Valley. All lines to these 12 stations were observed and measured. One MWD lake level station was located and tied-into the above network.

Five new stations were established above and along the south-east side of the Adams Glacier to provide control stations to locate ablation poles on the glacier surface. All lines were observed and measured. Three similar stations were fixed above and along the south edge of the Miers Glacier.

Three stations were set-up to control each of the weir profiles and all lines to these stations were observed and measured. One station was set-up at the western end of Lake Miers to provide a control for levelling the lake surface. This level station was defined by repeated readings from BMM21. One station was set-up to establish the height of Keyhole Saddle. Nine stations were established to provide control for measuring the Adams glacier snout and five similar stations were established for measuring the Miers glacier snout.

Three profile lines were measured and observed through the swales among the moraine ridges and six stations were established to provide control for the lake ice level survey.

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All the above stations were marked permanently and "cairned" for easy location. The locations of the stations on the rocky slopes above each glacier were described in detail and indicated by direction markers beside the glaciers.

Photogram metric control

Twenty-one photogrammetric height and planimetric control marks were established. Suitable features were observed and measured and graphically described to assist aerial photographic identification.

Stream bed profiles

At each of the three weirs, observations and measurements were made to establish stream bed profiles. The observations were made using the SET-4 EDM and a prism mounted on a hand-held range pole. Observations were taken at 50 cm intervals, reducing to 1 m over the near-level flood plane. In all 10 profiles were measured, each involving between 19 and 34 readings.

Slope profiles

Three profiles were measured using the conventional automatic level and levelling staff. The ends of the profiles were fixed by observation and measurement from the nearest benchmarks.

Ablation pole survey

Three rows of ablation poles were set into each of the glacier surfaces. Those on the Miers Glacier were fixed by observations from 2 control stations and measured from one. The Adams Glacier poles have been fixed by observations from 3 control stations. Bad weather conditions made distance measurements impossible.

Glacier snout survey

Nine control stations were established for the Adams Glacier and 56 marks, approximately 10 m apart, were set-up on the ice front. All 56 marks were observed from two stations with 18 observed from three stations for better control. At each mark the front of the icefall apron was observed and measured, as was the interface between the ice-fall apron and the vertical glacier front. The top of the glacier face was also observed from two stations. A similar procedure was carried out for the Miers Glacier.

Lake Ice level survey

Three lines were surveyed across the western portion of Lake Miers with eleven ice stations and two shore stations being observed and measured. At each lake station the features were measured and described.

Lake levels

Lake levels were measured at the eastern outlet of Lake Miers using the existing MWD control. At the western end of the lake a new levelling station was established and readings taken. Lake Salina was also levelled and profiled.

Assistance to DOSLI A member of K046 assisted K191 to measure and observe a number of benchmarks in the Garwood, Marshall and Miers Valleys to ensure that the necessary adjustments can be made to provide accurate survey and height control for these areas for the first time.

page 16
Peak observations

A number of observations were made of the surrounding peaks from the benchmark control in the valley.

Mapping

"Sketching-up" of the data was attempted in the Miers Valley as the surveys progressed. As yet, accurate plotting has not been undertaken except for a basic triangulation to establish enough control to fix the scale and planimetry of a map produced by photogrammetric plotting. This work provided the base for a geological map of the Miers Valley.

Aeolian Features of Miers Valley

An attempt is also being made to describe and explain the aeolian features found in the upper Miers Valley. A series of "megaripples" originate on the Miers-Adams delta at the western end of Lake Miers and appear in a series of swales delineated by lateral moraines paralleling the north side of the valley.

The "megaripples" or granule/pebble ripples (Sharp, 1963) are low amplitude ripples of relatively long wavelength, having a ripple index of about 20-23, and are asymmetrical in shape. They are chiefly composed of granule to pebble size material and are formed by the impact of saltating sand particles creating surface creep rather than direct movement by the wind (Sharp, 1963). Such ripples have been described before in the Antarctic Dry Valleys (Selby et al 1974; Smith, 1966) and in other parts of the world (Bagnold, 1941; Sharp, 1963; Weir, 1962).

These ripples were mapped and measurements taken of their size (windward and lee slope heights and angles) and extent. Their orientation and the general ground slope on which the features were located were also recorded. Profiles were surveyed across the area in which the features occurred to aid their description and to place them in topographic context.

Samples were taken of the source material; of the material forming the windward and lee slopes of the ripples; the material forming the "armouring" layer at various locations; and the subsurface material.

A number of "tails" formed in the lee of large rocks were also measured for height, slope, and length for study in relation to the size of the obstacle i.e., rock.

In addition, a number of simple aeolian sediment traps were set to sample the sediment being moved by the wind during our time in the valley. Ten traps were positioned about the upper Miers Valley in locations determined by potential sediment supply and wind direction.

The traps were also positioned at various heights above ground level to check for any vertical stratification in particle size and quantity within the air mass. These traps were moved on several occasions to provide as complete information as possible of the summer aeolian sediment transport pattern.

Sedimentology of Miers Valley

During reconnaissance mapping of the Koetlitz-Blue Glacier region Blank et al (1963) noted glacial sediments of varying ages in the Miers Valley. In a more recent hydrological study, the Water Resources section of the Ministry of Works noted fluvial transport of sediment, and Hendy (1987, 1988) and others have examined lacustrine sediments and evaporite deposits in the valley. It was also assumed that aeolian sediments existed in the valley because wind transport and page 17 deposition of sediment has been reported in the Wright and Taylor valleys to the north. Mr Wilson mapped in detail the glacial, fluvial, lacustrine, and aeolian sediments, and the local basement (for sediment source) of the valley.

Further characterisation of these deposits by laboratory analysis; using grain properties, stable isotope data, and recreating certain environments in the flume; in conjunction with observations of contemporary sediment movement, are expected to provide more detailed knowledge of their mode of deposition and inter-relationships. Aeolian and fluvial sediment traps, designed to measure the full range of moving sediment, were operated within the valley throughout the field study period.

Petrographic studies, and a study of the processes and paleoclimatic history, should link the deposits and allow a reconstruction of the Quaternary history.

Results

An initial examination of the hydrologic and climatic data indicates that:
1.Stream flow is directly controlled by the amount, and intensity, of solar radiation striking the glaciers. Such is the level of this control that clouds passing in front of the sun can be identified in the hydrographs.
2.Temperature has only a minor affect on streamflow, determining to a slight degree the "baseflow" when there is no direct sunlight.
3.There is a maximum amount of melt able to be generated, if there is no cloud, when the sun is at a particular azimuth. This is indicated by flat" peaks on the hydrographs.
4.The maximum amount of melt possible on any day during the season (if there is no cloud) is cyclic and increases as the angle of the sun gets higher. Essentially, maximum stream flows should be cyclic around the "longest day".
5.Higher than average temperatures early in the 1988-89 season led to higher humidity levels, more cloud, more snowfall and as a consequence, less stream flow during the season.
6.The 1988-89 season was, however, in many ways as typical. There were very few clear days; temperatures (on average) were higher than usual; more snowfall and higher humidity were experienced. The data must therefore be interpreted with some degree of caution. The sediment samples are currently being analysed and this must be completed before any definitive comments can be made. However, it would appear that the average, "long term", sedimentation rates are slow but that periods with extremely high rates occur periodically to produce a disjoint stratigraphy.

Publications

Work undertaken during the 1988-89 season will be published in the following manner:
1.Two papers for the New Zealand Antarctic Record: one on groundwater hydrology and its importance in the Antarctic (a little reported area); and one on the instrumentation used during the season.
2.One paper for either Nature, the Journal of Hydrology, or the Journal of Glaciology on the results of the field season and their implications to the discussion of the "ozone hole" and "greenhouse gases".page 18
3.The sedimentological work will be initially reported as two Honours Dissertations submitted in the Research School of Earth Sciences at Victoria University before possible publication in academic journals.
4.Some of the data and graphics are to be used in a special "Fast Forward" documentary on the "Greenhouse" debate.
5.At least two conference papers should also come from the work of the past season.

Future research

The results of the 1988-89 season were expected to be "preliminary" and "preparatory" for the work outlined in the above abstract. In this respect the season yielded significantly more information than hoped for and was therefore a tremendous success. In the coming season it is hoped to:
1.Collect a full season's data to extend the data base and to check on the results of the past season which in many ways was a typical.
2.Quantify the "albedo" of the various surfaces found in the field area and therefore determine empirically the amount of energy reflected back into the atmosphere.
3.Quantify and identify what happens to the energy which is "absorbed" by different surfaces.
4.Quantify the amount, and type, of sediment being transported within the fluvial system and to determine its importance to the geomorphic development of the Miers Valley.
5.Measure the amount of water lost through evaporation during the season.

This data should allow the determination of the energy and mass balances of the Miers Valley as discussed in the original proposal.

Acknowledgements

The success of the 1988/89 programme reflects the tremendous assistance received from many persons. The University Grants Committee provided the basic expedition funding and the Internal Research Committee of Victoria University funded all the prefabricated weirs and flumes, and the data logging equipment and sensors.

Graeme Hewitt and the staff of the Mechanical Workshop at Victoria University constructed all the weirs, flumes, sediment traps, and instrument mountings within a very short time frame. A tribute to their work is the fact that all the pieces slotted together with the precision of a jigsaw on arrival in the field. The quality of the data collected hung on their craftsmanship which could not be faulted.

Staff at Scott Base, but in particular John Alexander and Phil Robbins, assisted the project in many ways including finding a replacement PC at short notice at a critical time in the project. This was the best field season that I have had on the "Ice" in terms of support from Scott Base and this is a credit to the summer staff hired by Antarctic Division.

Martin Doyle (Water Resources Survey technician) provided considerable assistance with the installation of the weirs and flumes early in the season. His company was also much appreciated by the event personnel.

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Finally, I acknowledge the assistance provided by IBM (NZ) Ltd in loaning an IBM Convertible PC for the duration of the season. When a disk drive in the first machine failed as a result of the sandy environment they sent a replacement at very short notice. Without this equipment the project would not have been able to go ahead.