GEOL 453/653 - Geophysical Applications
Preparation for Field Exercise
Contents
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Additional Resources
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Objective and Setting
Our goal is to delineate shallow bedrock topography and the thicknesses of the
Tecopa Lake Beds in southern Chicago Valley and the Pahrump Lake beds in
Pahrump Valley, between Shoshone, California and Pahrump, Nevada.
We will also try to image the details of Neogene ruptures of the State Line
fault.
Field camps in previous years have determined that bedrock lies at least 600 m
deep along the Amargosa River, and that lacustrine strata have at least
200 m total thickness.
This thickness is much greater than the 72 m measured thickness of the lake
deposits.
As the lacustrine sediments are very well characterized and dated,
finding their total thickness above a likely fluvial and tectonic breccia
unit dated the cessation of active extension in this area to about 7 Ma.
This relatively early date constrains extensional activity in the area to
between 11 and 7 Ma.
Great depths to pre-Tertiary rocks below Amargosa Valley also suggest that
high-angle normal faulting
predominated over low-angle detachment in creating the basin.
A thick lacustrine section and early cessation would support a detachment
model of extension developed by Brian Wernicke.
A later, more gradual die-out of extension and high-angle faulting would
support a floating-block faulting model proposed by King and Ellis.
Northern Chicago Valley, on the other hand, shows a shallow, faulted basin
floor, as proposed by Wernicke.
In Pahrump Valley, which Wernicke believes to be a regional extensional
boundary, an active stike-slip fault system further complicates tectonic
motions.
Gordon Shields
summarized the 1994 class's work on the fault zone (click for an
HTML version of his AGU poster), where shallow ground-conductivity and
magnetic methods were able to accurately locate strike-slip fault strands,
and perhaps derive their relative ages.
The class confirmed fault strand locations with 2-dimensional shallow
seismic reflection surveys.
A gravity traverse showed some details of the overall basin structure.
This year we will make large-scale potential-field measurements along highways
in Stewart Valley, Chicago Valley, Pahrump Valley, and perhaps
California Valley.
The bedrock
is a pre-Cambrian to Cambrian metasedimentary complex overlain by Tertiary
volcanics. Sedimentary fill may include Quaternary alluvium, lavas, and
ashes. Pluvial lake sediments often cap the alluvial fill, and have since
eroded in places.
We will make our most detailed electromagnetic and seismic surveys directly on
faulted lacustrine sediments.
The water table is often at the surface but may be below the
bedrock interface near outcrops.
The terrain is flat to gently sloping, occasionally incised by 10 m deep
gullies. Vegetation is low, and sparse to nonexistent. Dirt tracks criss-cross
the area.
All three valleys are almost entirely public land, with few restrictions.
Geologic and topographic maps, and some previous publications, are available
to the class.
Our task is to profile the structure of lake sediments and the bedrock
topography using a variety of geophysical
methods. We will try to record a high-resolution 3-d seismic reflection
survey across the State Line fault in Stewart Valley, using MSM's new
48-channel seismic recorder, to attempt to image an alluvial channel
offset across the fault.
We can use source and receiver grid spacings between 1 and 5 meters.
Gravity measurements can
probably be made of 50-100 stations spaced between 50 and 300 m, for a total
profile length of 2.5 to 30 km. Each of these
stations must be surveyed in to 1 foot elevation accuracy. Magnetic
measurements may be made at twice as many stations over twice the distance,
or half the spacing.
Electromagnetic soundings may be made at 6-10 locations with 10 to 100 m
apertures, and we can record shallow ground conductivities at 10-50 m intervals
in grids or over lengths up to 10 km.
Assignment
Each team of two students will take primary responsibility for one of the
4 types of measurements we will take in the field:
- Magnetic
- Gravity
- Electromagnetic
- Seismic reflection
Each team will be responsible for developing a detailed plan for
how we will prepare the instruments, conduct the field experiment, and
analyze the results. We will coordinate the surveys so everyone gets
experience with each of the methods. Teams should decide which survey
they want to lead by Weds., March 6.
Guidelines for proposing the survey plans are below. Certain questions need
to be answered soon, and preparations begun early.
These parts of the plans should be prepared by Mar. 18, and will be reviewed
and discussed by the class that week.
Each team should see J. Louie as soon as possible to begin preparations.
The remainder of each plan should be finished by Mar. 27,
so we can act on the plans during the week before we go in the field.
Finished plans should also include complete and detailed checklists
of every item that will go to the field, data sheets and/or software disks,
instrument operation instructions, maps showing proposed survey locations, and
schedules for work by each team.
Each team should turn in one set of plans on March 27, which I will evaluate
and use to affect your final report grades.
This year the Mackay School of Mines will host a gala open house on
Friday, April 26, about two weeks after we return from the field.
Researchers and classes across MSM will prepare posters for display
during the open house, and individual students can compete for cash prizes for the
best research posters.
In addition, class groups, such as the field teams in this class, can compete
for team recognition prizes.
The members of any team that presents a merely decent poster on our field
results will each have their weakest score among the four parts of this
course (midterm, abstracts, discussions, field report) raised by one full grade.
The members of any team winning a first or second prize in the poster
competition will have
two of their weakest scores raised by one full grade.
Teams that decide to compete in the poster competition need to submit the
title of their poster to me by March 15.
The School will make funds available to registered teams for poster supplies
and services such as photographic enlargements.
Schedule
| Action | Date |
| Assign survey teams | Mar. 6 |
| Submit open house poster titles to Louie | Mar. 15 |
| Review preparation plans/checklists | Mar. 18 |
| Turn in and review fieldwork plans/checklists | Mar. 27 |
| Complete instrument preparations | Mar. 29 |
| Complete field preparation | Apr. 3 |
| Depart for field area | Apr. 5 |
| Complete surveys | Apr. 11 |
| Complete field trip | Apr. 13 |
| Return to UNR | Apr. 13 or 14 |
| Complete data reduction | Apr. 19 |
| Present MSM Open House posters | Apr. 26 |
| Turn in field reports | May 14 |
Designing a Survey Plan
Each team should develop a detailed plan in writing to guide us
in mobilizing, performing the fieldwork, and sharing and analyzing the
results. In essence, a complete plan would answer all of the questions
below. Starred questions need to be answered by Mar. 18. More questions,
related to each type of survey, are found in the sections below for the various
surveys. Please work with me, other Department faculty, and the other teams
to answer the questions, one by one. You aren't expected to be able to answer
them all just yet. The written survey plan will naturally help you write
your field report.
Mobilization
- **What instruments are needed for the survey?
- **What instruments are available to us?
- **Who oversees the instruments? Are they available?
- **Are the instruments in good order? Have they been recently tested in the lab
and on the ground? Can they be calibrated?
- **What supplies are needed to operate the instrument and record data? Batteries?
Special paper? How are batteries to be charged, or sensitive materials stored?
- **If the instruments need repair or supplies need to be obtained, can this be
done before departure?
- What provision can be made for instrument failure in the field? Would any
tools be useful? Spare parts?
- **How and when are the other participants to be trained in the use of the
instruments?
What manuals are available? Can brief instructions for field use be written?
Data entry forms prepared?
- **What items and procedures need to be put on a checklist that can be completed
during mobilization?
- **How can the instruments be shipped to the field area? Are they especially
sensitive? Do special arrangements need to be made to borrow them from
the Bureau of Mines, or other Universities?
- **Are there materials or supplies that can or must be obtained at the field
area?
Where and when will this be done?
Fieldwork
- What location accuracy is needed for survey stations? Do they need to be
surveyed in? Could pace-and-compass locations be adequate?
- What site or geologic factors will contribute to successful bedrock profiling
with this technique? Where could these be present in the field area?
- What site or geologic factors will contribute to successful shallow profiling
with this technique? Where could these be present in the field area?
- In what parts of the field area would this technique help to constrain the
interpretations from another technique?
- In what parts of the field area would the use of this technique be difficult?
Are there access or surveying problems?
- How will the instruments be moved to different sites in the field area?
When will vehicles be required? Will some stations have to be reached on foot?
- How many people and how much time are needed for each station, or each
experiment?
- How much area or how many kilometers of profile can we do while we are in the
field?
- How can a schedule be set up so everyone uses each of the instruments in the
field?
- Where will the survey stations be? What profiles or areas will they cover?
In what order will they be measured?
- How will the data be labeled and stored when it is collected
to avoid loss or confusion later?
- What data quality-control procedures can be used? Can data be immediately
reduced or plotted in the field to check for accuracy?
- Can initial results
be used to guide the other techniques? Or to adjust survey plans on the fly?
Interpretation
- What procedures will be used to reduce and interpret the data? Would any
results of the other surveys be needed? Would this survey's results be
useful to another's?
- How and when will the data be disseminated to the other students? How will
needed accessory information, such as station locations and instrument
settings, be provided?
- Are there any items or concerns that need to be added to this list?
References
Compton, 1962, Manual of Field Geology, chapters 2, 3, 4, 11.
Dobrin and Savit, 1988, Introduction to Geophysical Prospecting, on reserve
in the Mines library, pages 3-8 and as noted below:
SURVEYING (Louie will handle)
Instrument overseer and information source: Alan Ramelli,
Nevada Bureau of Mines and Geology
- **What instrument would be easiest to use while providing enough accuracy?
Alidade and plane table? Laser transit?
- **What maps, airphotos, and remote-sensing images are available? In what forms
will copies be needed before, during, and after field work?
- What horizontal and vertical control has already been established in the
field area? Are control points accessible? How will they be tied in?
Ref: Compton, chapters 6, 7, 8.
GRAVITY
Instrument overseer and information source: R. Karlin
- **What special precautions need to be taken to assure the stability of the
gravimeter? Are extra batteries needed?
- Are any absolute gravity control stations available near the field area?
When should they be measured?
- What gravity measurements have been made previously in the field area?
How will our survey improve upon that work?
- Where should control stations be established, and how often should they be
measured?
- Are any data reduction or modeling packages available? Can they work
in the field?
- What sources of local rock density measurements are available?
- What accuracy is needed to make a useful interpretation of basement topography?
What procedures will enhance accuracy?
Ref: Dobrin, pages 498-503, 505-506, 528-535, 547-553, 561-586, 602-604,
613-621.
ELECTROMAGNETIC SOUNDING
Instrument overseer and information source: Ken Taylor, DRI.
- **Are the instruments working and ready for the field? What can be rented or
borrowed?
- **What power sources are required?
- What is the maximum electrode spread, loop area, or time gate? What is needed to sound to our target
depths?
- What are the expected depths of penetration for each of the available
instruments?
- Are special procedures needed to properly ground electrodes in materials
such as dry gravels? What tools and supplies will be needed?
- What will be the effect of the water table?
- What interpretation or analysis packages are available? Can analysis be
done in the field? How will data be downloaded?
Ref: Dobrin, pages 750-768, 815-831, 833-842.
MAGNETIC
Instrument overseer and information source: J. Louie, R. Karlin
- **What instruments are available and working?
- **Are recording base stations available? Gradient instruments?
- What magnetic surveys have previously been performed in the field area?
How will our survey improve on them?
- Where should drift control stations be located, and how often should they be
measured?
- What accuracy is needed to detect the target basement topography? What if
the bedrock changes from volcanic to metasedimentary?
- What will be the effect of volcanic materials within the sediments?
- What interpretation or analysis packages are available? Can analysis be
done in the field? How will data be downloaded?
Ref: Dobrin, pages 633-678, 685-710, 723-733.
SEISMIC REFLECTION
Instrument overseer and information source: J. Louie
- **What recorders, cables, and geophones are available? Can any be rented or
borrowed?
- What seismic surveys have been performed in the region? What were their
results?
- What seismic velocity measurements are available for our area? If none,
what are the likely velocities, and their contrasts at the basement interface?
- What line lengths are needed to locate basement refractions for different
target depths? What are the possible dips?
- Which geophones should be used? Can an S-wave experiment be conducted?
- Will hammer blows provide enough seismic energy? Should another source be
considered? At which sites will hammer surveys have the most chance of
succeeding?
- What arrivals will likely be observed? How will they be interpreted?
- What 3-d or pseudo-3-d shallow surveys are possible with the available
time and equipment?
- What areas are most conducive to getting good high-resolution data?
What condition of the water table is helpful?
- **Where are fault offets of buried neogene channels most accessible to
reflection surveying?
- How small a hammer source can be used? What tests will need to be done
in the field on different sources?
- What interpretation or analysis packages are available? Can analysis be
done in the field? How will data be downloaded?
Ref: Dobrin, pages 58-68, 78-90, 450-459, 473-482.