GEOPHYSICAL REPORT 0" REFRACTION SURVEY. BEAR, BEAVER 8 MOOSE CLAIMS 4 MILES N.N.E. OF MILE 548, ALASKA HIGHWAY 59O 127',NrW?$JADRANT /V' t.

Similar documents
Refraction: Solutions

Development and Field Testing of a Seismic System for Locating Trapped Miners - Progress Report. Yi Luo, Keith A. Heasley and Syd S.

Report of Activities Neil R. Maki ft Partners Exploration Program OMEP Designation

Seismic Reflection Method

FINAL REPORT EL# RS. C. A. Hurich & MUN Seismic Team Earth Sciences Dept. Memorial University Sept. 2009

Geophysical Applications Seismic Reflection Surveying

P34 Determination of 1-D Shear-Wave Velocity Profileusing the Refraction Microtremor Method

Design of Geophysical Surveys in Transportation

定射角定方位射孔技术. Set Firing Angle Oriented Perforating Technology AMSTERDAM XI AN WUHUA JUNENG BLASTING EQUIPMENT CO., LTD

VMS-4000 Digital Seismograph System - Reference Manual

ERTH3021 Note: Terminology of Seismic Records

Recording seismic reflections using rigidly interconnected geophones

AADE-13-FTCE-29. Abstract

Report. Mearns Consulting LLC. Former Gas Station 237 E. Las Tunas Drive San Gabriel, California Project # E

Seismic acquisition projects 2010

GG101L Earthquakes and Seismology Supplemental Reading

INTRODUCTION TO ONSHORE SEISMIC ACQUISITION AND PROCESSING

We are IntechOpen, the world s leading publisher of Open Access books Built by scientists, for scientists. International authors and editors

Field Tests of 3-Component geophones Don C. Lawton and Malcolm B. Bertram

TitleApplication of MEMS accelerometer t. AIZAWA, Takao; KIMURA, Toshinori; M Toshifumi; TAKEDA, Tetsuya; ASANO,

MW&S STANDARD PROCEDURE

StarTrak Pigging Technologies

Shaped Charges. *a cone made out of copper (or another soft metal).

Lessons Learned in Conducting Acoustic Leak Detection Surveys on Water Distribution Systems at 12 Military Installations

Drill Monitoring Systems and the Integration with Drill and Blast Software

AN INSTRUMENT FOR DETECTING DELAMINATION IN CONCRETE BRIDGE DECKS

REPORT ON THE KLECZR~NETIC AND INDUCED POLARIZATION AND RESISTIVITY SURVEYS ON THE BISSON LAKE PROPERTY OF VERNON MIMW DIVISION, BBITISH COLUMBIA

THE CONVERSION OF AN ATTENUATOR TO PHASE SHIFTER AND THE CALIBRATION OF BOTH

Parking Lot Application

National HE STEM Programme

U.S. Rack, Inc Falcon Drive, Madera, CA APR17 INSTALLATION AND USE INSTRUCTIONS for SIDE-MOUNT LADDER RACK

Project VI Testing Naval Artillery and other Things That Blow Up

VEIKKO KUOSA ROBIT NON-STOP CASING SYSTEM FOR ANCHORING AND MICROPILING

Inductive Sensors. Fig. 1: Geophone

speak If l could clarify one thing with respecto some evidence. I thought I d mention abou that tape. You did

Using ground penetrating radar to quantify changes in the fracture pattern associated with a simulated rockburst experiment

X039 Observations of Surface Vibrator Repeatability in a Desert Environment

Creating another Printed Circuit Board

IWB-40 - Industrial Work Bench

Ultrasonic sensors in subsea oil & gas production current use and opportunities

Plastibeton Trench System. Installation Packet

November 13, Hindu Temple, LTD Arbor Street Omaha, Nebraska Attn: Subject:

Radiodetection Pipeline Products

TECHNICAL MANUAL OPERATOR S AND UNIT MAINTENANCE MANUAL FOR FIRING DEVICE, DEMOLITION. M122 (NSN ) (EIC: 2NA)

GEOPHYSICAL REPORT on the ZIP 1 MINERAL CLAIM ATLIN M.D.

A COMPARISON OF ELECTRODE ARRAYS IN IP SURVEYING

ENERGY- CONTENT AND SPECTRAL ANALYSES OF SHOTS FOR OPTIMUM SEISMOGRAM GENERATION IN THE NIGER DELTA

TABLE OF CONTENTS ACKNOWLEDGEMENTS INTRODUCTION FULL-SCALE TEST SERIES INSTRUMENTATION USED...7

Surveillance of concrete structures in cooling water ways

This presentation was prepared as part of Sensor Geophysical Ltd. s 2010 Technology Forum presented at the Telus Convention Center on April 15, 2010.

Before you do any blasting around here...

BARINGO COUNTY EDUCATIONALIMPROVEMENT EXAMINATION Kenya Certificate of Secondary Education

Announcements. EM Induction. Faraday s Law 4/24/15. Why is current induced? EM Induction: Current is Induced

Electromagnetic Induction

New Technology Technical Review

UNIT #4 LINEAR FUNCTIONS AND ARITHMETIC SEQUENCES REVIEW QUESTIONS

Fine Recording in Time Direction for Seismological Observation

Covert Tunnel Detection Technologies

Understanding Seismic Amplitudes

Advancements in near-surface seismic reflection acquisition

Looking deeper through Pre Amplifier gain A study

Improvement of signal to noise ratio by Group Array Stack of single sensor data

SwingSafe Swing-Away Mailbox Support Diagram

A195B CEILING TV MOUNTING BRACKET Vesa Size : 200 x 200mm User Manual Notice d Utilisation

Dropped Objects Who s Responsible. Presented by Bob Thompson, Chevron Indonesia

Chapter 29: Light Waves

Archaeo-Geophysical Associates, LLC

IWB-12P2 - Industrial Work Bench Package Deal 1200 x 750 x 1725mm 1000kg Load Capacity

COMPARISON OF FIBER OPTIC MONITORING AT AQUISTORE WITH CONVENTIONAL GEOPHONE SYSTEM. Tom Daley Lawrence Berkeley National Laboratory

24th Seismic Research Review Nuclear Explosion Monitoring: Innovation and Integration

Ground Penetrating Radar Survey of. Interstate 70 Across Missouri

Summary. Page SEG SEG Denver 2014 Annual Meeting

Advanced Ground Investigation Techniques to Help Limit Risk or Examine Failure. Advanced Subsurface Investigations

spy pig Tracking systems

Recent fieldwork activities and analysis. Malcolm Bertram

Bird Feeder. Tool Requirements

Multicomponent seismic polarization analysis

Investigation of Bridge Decks Utilizing Ground Penetrating Radar

SmartSenseCom Introduces Next Generation Seismic Sensor Systems

B.2 MAJOR SUBDIVISION PRELIMINARY PLAN CHECKLIST

Physics of Music Projects Final Report

1: Introduction : Caution : Tips for Reading this Manual : Preface : System Highlights : Receiver

FORGED HEAD HIGH VISIBILITY HEAD THICKENED BOSS POSITIVE LOCKING PLATE. Superior grain structure Striking faces hardened to HRC BS876 ISO 15601

ARMFIELD OPEN CHANNEL FLUME OBSTACLES AND DYE INJECTION SYSTEM DANIEL CAHN AND JEAN DORIOT SUMMER 2004

March 1, Mr. Russell Walls, Senior Engineer Regional Water Quality Control Board, Central Valley Region 1685 E Street Fresno, CA 93706

Assembly and Installation Guide

1272. Phase-controlled vibrational laser percussion drilling

A shooting direction control camera based on computational imaging without mechanical motion

Fitting Square Data Into Round Databases Data Management in the Papua New Guinea Foldbelt

: EMP Detector V2.x. IMPORTANT : For pin-connections, check page 3. : Detecting high energy pulses

Equilibrium. Conference Table. Installation Instruction. Revision B 11/07/16

REFERENCE GUIDE FOR THE SOIL COMPACTOR ANALYZER

PERFORMANCE ANALYSIS OF WIRELESS SENSOR NETWORKS IN GEOPHYSICAL SENSING APPLICATIONS

FAIRFAX ROUGHING-IN K-12151T=673. UNIT: mm K-12153T K-12156T K-12151T=610 K-12157T K-12161T T01-A -1- INSTALLATION INSTRUCTIONS

The following surface mount LED s are suitable as additional LEDs for mounting on the module:

PVA Sensor Specifications

Detection of Obscured Targets

Technical Report Noise and Vibration

CAM ALL WEATHER TRANSMITTER AND RECEIVER SYSTEM

(12) Patent Application Publication (10) Pub. No.: US 2009/ A1

Transcription:

I 767,. I GEOPHYSICAL REPORT 0" REFRACTION SURVEY 0 BEAR, BEAVER 8 MOOSE CLAIMS 4 MILES N.N.E. OF MILE 548, ALASKA HIGHWAY 59O 127',NrW?$JADRANT /V' t.y. H. C. BICKEL, B. SC., P. Eng. for MAGNET COVE BARIUM CORPORATION LTD... July 15th, 1965, thru August 3rd, 1965

. TABLE OF CONTENTS INTRODUCTION MAP OF THE AREA OBJECTS 1 2 LLd.543 3 METHODS AND PROCEDURES 485 RESULTS DISCUSSION OF RESULTS CONCLUSIONS 6 7 8 C DIARY PAGES...

REFRACTION SURVEY INTRODUCTION During the second half of July and early August 1965, a refraction survey was conducted in and around various claims owned by Magcobar Ltd. in northeastern British Columbia, and generally referred to as the Bear Claims. Some of the work was done on the adjoining Beaver and Moose Claims as indicated on the attached map... (1)

OBJECTS It was desired to evaluate the effectiveness of the refraction seismic method in outlining the extent of certain ore bodies. In addition, it was desired to find the thickness of unconsolidated overburden at various places on the claims. By so doing, core hole sites could be selected to minimize the expense of drilling and casing off the unconsolidated materials.... (3)

METHODS AND PROCEDURES Instrumentation consisted of a Model ER-75-12 Recording Interval Timer, manufactured by Electro- Technical Labs Division of Mandrel Industries Inc.. This equipment is designed for use with electric blasting caps plus whatever explosives might be required to get the necessary seismic energy into the ground. No explosives were actually used in the field work and a sledge hammer hit sharply upon a metal plate was used as an energy source. Twelve EVS-8 miniature seismic detectors by the same manufacturer were employed to pick up the seismic energy from the ground and convert it to electrical energy for transmission to the recorder. This pick-up has a natural frequency of 4.5 cycles per second and arrangements were made to have bottom spikes available in different lengths up to 12 inches. A 13 pair cable, 650 feet long, was utilized to transmit the energy to the recorder. This was shortened to 250 feet when it became apparent this was the maximum distance we could expect energy from a hammer blow to penetrate the formation. The electrical energy arriving at the recorder was used to activate individual galvanometers for each geophone. A light source reflecting from a mirror on each galvanometer provided a visual trace of light whose motion... corresponded with the ground motion at each geophone position. All tw elve light traces were interrupted each.ol second by a vibrating reed to provide means for timing (4).. _. I --.~~ -- _,_T.....,.. 1..,..,..,4

METHODS AND PROCEDURES (Cont d.) the arrival of the various energy events. The entire sequence was photographed by a Polaroid camera to provide a permanent record. The writer acted as recorder operator and had the assistance of a student summer employee to wield the sledge hammer and assist with moving and hooking up the equipment. book diary Thirty-nine records, 16 graphs, and a field are included..... (5)

RESULTS Observed results can be tabulated as follows: LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 OVERBURDEN THICKNESS Nil 14.8 feet 12.5 11 11.2 11 24.5 w 15.0 @I 8.5 " 3.5 w 2.8 w 4.0 I3 4.7 " 8.2 ' Indeterminate 6.3 feet 15 5.1 n.... (6)..

DISCUSSION OF RESULTS 0 A highly weathered and aerated layer was observed at most locations with velocities less than 2000 feet per second. At only one location (#5) were 3 distinct layers observed. Elsewhere, penetration of energy was not suf- ficient to bring in more than one velocity below the weathered layer. This higher velocity second layer varied widely with location, and at location #6 became preposterously high at 23,600 feet per second. Where these rocks were ai the surface, the velocity of Argillite was well established at 10,500 to 12,500 feet per second and the velocity of Barite was well established at about 5,300 feet per second. Most of the secondary velocities fell within these two limits, leading to the belief energy penetration was insufficient to bring in true country rock velocities as a third velocity at most locations. The line of shooting along the cr eek draining Bear Lake was particularly unsatisfactory and is believed to be largely unreliable. The Muskeg mat limited ability to get energy~into the ground and the presence of some near s&face permafrost is suspected. This can effectively mask (increase). the velocities immediately below the weather layer.... 0 (7)

CONCLUSIONS It is believed that the objectives of the survey were not met very satisfactorily. The poor seismic energy transmission characteristics of the surface muskeg inhibited the collection of reliable data at distances great enough ~to pin down some of the answers desired. There is little expectation that greater penetration of seismic energy car! be expected from the use of a sledge hammer as a source. The next step would, of necessity, involve the use of ex- plosives as a source. Depths to bed rock from known drill logs should now be compared with those recorded here to confirm or deny the lack of agreement anticipated..