T-1842 AN ACTIVE SEISMIC RECONNAISSANCE SURVEY OF
Transcription
T-1842 AN ACTIVE SEISMIC RECONNAISSANCE SURVEY OF
T-1842 : AN ACTIVE SEISMIC RECONNAISSANCE SURVEY OF THE MOUNT PRINCETON AREA CHAFFEE COUNTY, COLORADO *•'>< by James Scott Crompton ARTHUR LAKES LIBRARY COLORADO SCHOOL of WINES On: iv~v COLORADO SOtfr T-1842 ABSTRACT An active seismic-reconnaissance survey was conducted of the Mount. Princeton area, near Buena Vista, Colorado in the fall of 1975. The survey was designed to monitor large mining blasts from nearby mining operations at Climax and Monarch Pass, Colorado and Questa, New Mexico and to interpret these observations using refraction techniques. The results indicate the importance of examining apparent azimuths of energy paths into a local array and comparing these azimuths with the known source-receiver geometry. Conclusions from this survey suggest the existence of lateral refractions from boundary features of the upper Arkansas Valley graben, correlating with the extension of the Rio Grande Rift as far north as Leadville, and a fast time residual due to a probable normal fault in the subsurface of Chalk Creek, south •:Ct M of Mount Princeton. '«;*, •if This survey demonstrates that a modified version of the crustal \ refraction technique can be a very cost-effective means of surveying the velocity and structural character of a large project area. ii $ -ft I T-1842 TABLE OF CONTENTS Page ii Abstract List of Figures and Tables iv Introduction 1 Acknowledgments 3 Regional Geologic Setting 4 Geologic History 8 Scope of Investigation and Operations H Equipment 17 Observations 24 Interpretation 41 Evaluation of Active Seismic Technique 52 Conclusions 56 Recommendations 57 Bibliography : iii \ 58 T-1842 LIST OF FIGURES AND TABLES ' FIGURES ' Page 1 Location Map 5 2 Geologic Cross Section 7 3 Station Location Map 4 Schematic Diagram of Equipment 17 5 Frequency Characteristics 19 6 WWVB Code 20 7 Teleseism USSR 294-1232 22 8 Local Event 294-2051 22 9 Climax Event 295-2113 23 10 Refraction Profile Teleseism USSR 28 11 Refraction Profile Teleseism Kuril Is '» 28 12 Refraction Profile Teleseism Mexico 29 13 Refraction Profile Elkhead Mtns 31 14 Refraction Profiles Regional WNW 32 15 Refraction Profile Climax Refracted Azimuth . . . . 34 16 Refraction Profile Climax Geographic Azimuth. . . 35 17 Refraction Profile Monarch Pass 37 18 Amplitude versus Distance curve 39 19 Three Station Apparent Velocity Vector 45 20 Lateral Refractions, Buena Vista 46 21 Arrival Time Residual Data 49 22 Velocity and Structure Models 49 . iv 15 I! T-1842 TABLES Page 1 Station Coordinates 16 2 Recorded Events . . 25 3 Local Events 40 ;! *. *» IB i t M T-1842 INTRODUCTION 11 [|| : The seismic refraction technique has been used for many years ; !: to obtain subsurface velocity and structure information. This tech- r nique was exploited extensively in the 1960's as part of the VELA ; r Uniform program of crustal studies in the western United States and ;; in the design of the large aperture seismic array (LASA) in eastern Montana. With the availability of nuclear test explosions and large '; [ mining blasts, large areas were surveyed using equipment designed 1 ji : It specifically for this purpose (Warrick et al, 1961; Jackson and Pakiser, 1965; Pakiser, 1963; Jackson, Stewart and Pakiser, 1963; Capon, 1974). Because many different geophysical and geologic measurements In, f:, ' can be made, exploration decisions must be made based on the strengths and weaknesses of each technique. The very real limitations of eco•^ nomics , available equipment and time restrict these decisions even further. Survey methods which can investigate a large prospect area and delineate local features for further study provide an acceptable compromise between the conflicting demands of data acquisition and cost. One such survey method, the active seismic reconnaissance technique, is discussed in this thesis. MOUNT PRINCETON SURVEY Between October 20th and October 24th, 1975, an active seismic reconnaissance survey was conducted of the Mount Princeton area, near Buena Vista, Colorado. This project was designed as a field "'..• rs ' T-1842 • 2 experiment to test a modified version of the crustal refraction program used in the VELA Uniform studies by recording mining shots from several locations and interpreting arrival times as a refraction profile. The independent operations of the microearthquake equipment used allowed 24-hour continuous monitoring and good areal coverage over a large project area. Real time interpretation of data allowed for relocation of stations away from problem locations thus improving the data quality in the field. The following is a list of the conclusions from this study: 1) The active seismic reconnaissance technique succeeded in surveying the large Mount Princeton project area by^delineating the regional structure and by singling out specific local targets for further investigation. 2) Interpretation of apparent-azimuth data from several sources indicates that lateral refractions occur from both the east and west side of the upper Arkansas River Valley. 3) Within the project area, a fast time residual exists, due to a probable normal fault in the subsurface, corresponding to the Chalk Creek drainage feature. T-1842 . 3 ACKNOWLEDGEMENTS I thank the members of my committee, Dr. David Butler, Dr. Eric Engdall, and Dr. F. Richard Yeatts, and especially my advisor, Dr. Phillip Romig for their help and support. This research was made possible through a contract between AMAX Exploration and MicroGeophysics Corporation to conduct the active seismic experiment at Mount Princeton. I also appreciate the use of equipment, funding and valuable advice from Art Lange, AMAX Exploration and Dr. Butler and Paul Larry Brown of MGC. Special thanks to Ed Torrgeson of AMAX Exploration and Cal Brown at the Climax mine, who were most responsive to requests for information concerning times of blasting at Climax-and Questa, New Mexico. T-1842 REGIONAL GEOLOGIC SETTING The Mount Princeton prospect area is located in south-central Colorado, approximately 150 km southwest of Golden (see figure l^, location map). Topographically, the area lies on the border of the Sawatch Range and the upper Arkansas River Valley, between Buena Vista and Salida in Chaffee County. The upper Arkansas River Valley, extending north from Salida to Leadville, is believed to be a continuation of the Rio Grande Rift Zone (Knepper, 1974). The rift feature, which can be traced from \ northern Mexico through central New Mexico into central Colorado, approximately 960 km, has formed since mid-Tertiary time by the relative westward movement of the Colorado Plateau plate with respect to the Great Plains plate. This created a zone of crustal ex'-^ tension superimposed on the previous tectonic foundation (Grose, 1974). In more recent geologic history, the uplift of the Sangre de Cristo Range caused a separation of the rift zone in Colorado. The tilted fault block at Poncha Pass now divides the upper Arkansas Valley from the San Luis Valley (Knepper, 1974). The upper Arkansas Valley is a narrow, north-trending, downdropped trough bounded by steeply dipping normal faults. This struc tural valley is oounded on the west by the Pre-Cambrian igneous and metamorphic core sequence of the Sawatch anticline. The present topographic expression of the anticline is the Sawatch Range, which UTAH o 3 H 2: o CO JO > en -1 T-1842 includes many of the highest peaks in the Southern Rocky Mountains. Mount Princeton, elevation 4',328 m (14,197 feet) above sea level, is one-of-the largest of a series of Tertiary intrusives which cut the PreCambrian rocks in the southern part of the Sawatch Range. The boundary fault on the western edge of the trough is generally a simple, narrow fault zone. Estimates of the displacement on this fault, based on the existing topography and the assumption of a late Eocene erosional surface, range from 1500 to 3000 m. The east side of the trough is bounded by the southern extension of the Mosquito-Ten Mile Range. In the prospect area, this range degenerates into a rugged highland of predominately Pre-Cambrian igneous and metamorphic rocks overlain by upper Tertiary volcanic flows and pyroclastic rocks. The eastern boundary of the trough is characterized '•^ by a more complex system of parallel normal faults with the major displacement attributed to a fault buried underneath Tertiary and Quaternary sediments approximately paralleling the present course of the Arkansas River drainage (limbach, 1975; Knepper, 1974) (see figure _2, geologic cross section). .. IE 111 r 1&42 EAST WEST MOUNT PRINCETON INTRUSIVE ARKANSAS RIVER core of the SAWATCH ANTICLINE MOSQUITO-TEN M^LE HIGHLANDS (ARKANSAS HILLS) ALLUVIAL - - FILL COLORADO PLATEAU PLATE FIGURE 2 RIO GRANDE RIFT GREAT PLAINS PLATE GENERALIZED GEOLOGIC CROSS SECTION UPPER ARKANSAS VALLEY The following section presents a brief geologic history of the prospect area with particular emphasis on the structural and petrographic features which could have a significant seismic expression and therefore present keys to understanding the parameters of an active seismic investigation in this locale. T-1842 8 GEOLOGIC HISTORY The Pre-Cambrian history'of the area is separated into four stages (Knepper, 1974). First, clastic sediments with minor amounts of carbonate material were deposited. Later these rocks were folded and recrystallized. At the same time, approximately 1.7 billion years ago, minor basalt flows were extruded. The third stage is characterized by the intrusion of a fine grained suite of rocks ranging in composition from granite to quartz monzonite. Finally, regional uplift and erosion brought a close to the series of events which produced the rigid basement complex. In early to middle Paleozoic time, the area was part of a structural low in the Trans-Continental Arch. This structure was between the active Cordilleran geosyncline to the west and the stable craton to the east. Geologic input to the region was restricted to shallow marine sedimentation. Later in the Paleozoic era, the central Colorado trough, between the ancestral front range and the Uncompahgre Highland, dominated the region. In late Pennsylvanian time, an uplift changed the marine trough into an alluvial valley. In the Mesozoic, the area remained a positive element subject to erosion until the transgression of the Cretaceous Sea. The Paleozoic-Mesozoic sequence of rocks is now either missing or buried beneath the recent sediments of the upper Arkansas Valley I T-1842 9 i'l .l? |:l ! -' graben but as much as 3000 m of sediments may have been deposited !, during this time span. Late Mesozoic to early Cretaceous geologic activity was domit nated by the Laramide orogeny. Of particular importance to the tectonic framework of the project area was the uplift and folding characteristic of the formation of the Sawatch anticline (72 million years ago). The uplift created an eastward dipping, late-Eocene, erosional surface, resulting in the removal of previous sediments and the exposure of the Pre-Cambrian core of the anticline. Stages of volcanism and intrusion signalled the evolution of a regional, tensional stress field which opened pre-existing fractures and created new ones allowing magma to rise into a shallow~crust. The existence of two stages of intrusive activity is indicated by the quartz monzonite batholith of Mount Princeton and the younger granitic intrusive at Mount Antero. The separate stages resulted from tne differ- entiation of a single magma source rather than from two independent sources. The extrusive sequence in the area (age Eocene to early Oligocene) is flow and pyroclastic material from a volcanic source to the southwest, possibly from the Bonanza District (Knepper, 1974). The development of the Rio Grande Rift and the associated block faulting and uplift dominated late Cenozoic geologic history of the project area. The northernmost expression of the rifting, the upper Arkansas Valley graben, developed in five recognizable stages. The following is ; •;•! f| !jf ,:-|fl 10 T-1842 a summary of these stages: 1) mid to late Miocene, the structural outline of the graben was formed, 2) late Miocene to Pliocene, the graben feature was enhanced by increased sedimentation, 3) Pliocene, the rifting and uplift continued with faulting of the sediment section, 4) Pliocene to Pleistocene, the Sangre de Cristo horst was uplifted and a sediment block was tilted to form the Poncha Pass topographic feature, separating the San Luis Valley from the upper Arkansas Valley, 5) Holocene, minor faulting continuing through present. Cenozoic sedimentation includes the Miocene Brown's Canyon Formation (floodplain and lake deposits), the Miocene to Pliocene Dry Union Formation (basin fill deposits) and Pleistocene glacial deposits. 1 T-1842 11 1! • 3f SCOPE OF THE INVESTIGATION AND OPERATIONS Velocity information and structural interpretations which can be obtained from an active seismic survey have become increasingly im- if portant in the integrated geologicaland geophysical solution of exploration problems. Economic difficulties, time limitations and equipment availability are problems faced by all, and serious consideration must be given these parameters when evaluating potential techniques which could be used to evaluate a prospect area. The important parameter involved in this technique is the scale of the investigation involved. Prospecting for targets in the case of geothermal energy and mineral exploration requires evaluation of large ; prospect areas. Another study along this line is the environmental 1 analysis of earthquake and other geologic hazards in regard to an engineering construction project. Studies of this nature require a reconnaissance technique which can fulfill the limitations stated previously. This survey was designed to take advantage of existing sources of seismic energy. These include blasting at local mining operations, in particular: 1) the molybedenum mine at Climax, Colorado, approximately 70 km directly north of the prospect area; 2) the limestone quarry at Monarch Pass, Colorado, 25 km 30° southwest of Mount Princeton; and 3) the molybedenum mine at Questa, New Mexico, 275 km due south of the array. rfj •HI .• T-1842 12 Absolute origin times of the man-made events were not known but approximate times were supplied by the mine operators . The • •l\ events recognized as mining shots were identified on the basis of this information as well as confirming evidence from apparent azimuths and s-p arrival times. Each of the ten stations in the survey consisted of a Sprengnether Instrument Company MEQ-800B microearthquake system. These seismographs are equipped with the capability of smoked paper recording, comparison of internal time with WWVB and arrival time resolution to an accuracy of better than -30 ms. The independence of these systems makes them ideal for use in a reconnaissance, large-scale seismic survey. The 24-hour recording capability of the equipment allows the recording of natural as well as man-made seismic events so a passive microearthquake survey can be conducted in addition to an active seismic program. Due to the fact that the mining operations are roughly north and south of the prospect area, the recording stations were deployed in approximate north-south lines to allow interpretation of the arrival times as an in-line conventional refraction profile. Line A was established on October 20-21st in the upper Arkansas River Valley. After a full day of ten-station operation, the equipment was moved westward to the mountain front to establish Line B (see figure _3_, page 15). Three stations were common to both lines and acted as ties between the lines. .. \ T-1842 13 The survey was designed, with the independent recording systems and the two separate line geometries,to monitor any structural differences'within the graben and horst framework. Geophone plants in Line A were, by necessity, in unconsolidated alluvium. Although precautions were taken to avoid sources of noise such as wind and cultural activity, low gains were unavoidable because the unconsolidated subsurface material caused high background noise levels. Stations in Line B were located on bedrock in locations consistent with the geometrical requirements of the refraction profile and access considerations . The smoked paper records allowed an evaluation in real time of each station every 24-hour period. Bad stations (noisy, distorted earthquake signatures, low gain, or ringing frequency response) were moved to improve the quality of the data. Figure J3 and table_1 show >v ^ station locations and list their coordinates. A summary of the field operation follows. October 20th arrived in.Buena Vista; set up two stations to calibrate recording parameters to Climax shot, established three additional stations. October 21st set up additional five stations to complete line A, relocated two stations for better geometry. 11! T-1842 14 October 22nd relocated seven stations along the mountain front to establish line B, left stations #3, 8, 11 as ties for all further operations. October 23rd relocated station #14 for better gain, removed station #19 due to operational problems with snow. October 24th picked up equipment and returned to Golden. • 21; ..;) i- 15 T- COTTONWOOD CREEK FIGURE 1 STATION LOCATION MAP Mount Princeton area, Chaffee County,Colorado II 11 16 T- 1842 Table 1 Station Location I * 1 ii ii* • iii ii ii i .V -,'V *'*: . /•; •'•V -i •^ X Station # • ! Y Z Line Geometry Distance From Climax 1 2 3 +11.8 + 6.7 +0.2 A 61.4 +11.2 + 4.6 +0.2 A 63.5 +14.3 +0.8 +0.0 4 +12.2 + 2.6 +0.1 5 +12.7 -0.2 + 0.1 6 + 6.7 -6.3 +0.2 7 + 9.2 -3.3 8 9 +16.4 67.2 Base 65.4 -0.2 A A A A -2.8 -0.1 B 70.8 +15.4 +14.6 +0.1 A 53.4 10 +13.7 +12.2 + 0.1 55.8 11 +12.2 -0.2 +0.1 12 +10.1 +3.1 + 0.2 A A A , +15.6 -7.3 -0.3 B 75.3 14 15 +16.6 -4.1 +0.0 B 72.1 +15.5 -1.3 -0.1 B 69.3 16 +18.5 + 6.6 +0.0 61.6 17 +18.9 +9.1 -0.1 B B 18 19 20 +19.3 +17.8 -0.2 B 50.5 +18.1 +0.9 -0.5 B 67.2 +17.3 -4.6 -0.1 B 72.7 13 Origin at 38°45'N 106 OO'W Elevation datum at 8570' (Station #3) * +X is west and +Y is north +Z is down Coordinates in kilometers 68.2 74.7 71.5 -—- 68.2 65.0 59.1 T-1842 17 EQUIPMENT Ten independent microearthquake recording systems were employed in the active seismic program at Mount Princeton. Each system includes a Mark Products L-4C vertical seismometer and a Sprengnether MEQ-800B visual drum recorder with an internal timing system synchronized to Universal Coordinated Time (UTC) by means of the radio reception of WWVB. Figure ^ is a schematic diagram of the microearthquake recording system. A detailed explanation of the individual components is given below. MARK_PRODUCTS_ 1 HZ VERTICAL SEISMOMETER SJPRENGNETHER _MEQ^800 AMPLIFIERS • FILTERS 1 INTERNAL TIMING { TRUEJTIME WWVB RECIEVER VISUAL DRUM RECORDER FIGURE 4_ SCHEMATIC DIAGRAM of EQUIPMENT USED IN SURVEY Seismometer— The Mark Products L-4C seismometer is a onehertz natural-frequency vertical seismometer. The open-circuit damping is 0.6-critical and the L-4C has an output of 2.7 volts per cm per second of particle velocity. Seismograph— The Sprengnether Instrument Company MEQ-800B is a visual microearthquake recorder. The smoked paper drum recorder n T-1842 18 was set to a nominal 120 mm per minute rotation speed for this survey, resulting in a 1 mm spacing between succeeding traces. The amplifier has-a maximum voltage gain of 120 db and selectable high and low cut i filters. Because this survey was designed to monitor mining blasts from a distance of greater than 50 km, the high cut filters were set at 10 hertz and the low-cut filters were removed. The amplifier gains can be changed by precise 6 db steps between 60 and 120 db. Individual station gains ranged between 78 and 96 db depending on local geologic conditions. The maximum pen deflection was set at -25 mm. ^though periods of high winds obscured records at some stations, efforts to avoid natural and man-made noise were generally successful and relatively clear records were obtained. The internal timing system consists of a clock whose drift rate is stable to less than one part in 10 (about -10 ms per day). The internal clock was compared with WWVB at the beginning and end of each record day and adjusted correspondingly in 16 ms increments to agree with the standard to about -8 ms . Time is displayed on the visual record by a slight deflection of the pen each second, a two mm long deflection step each minute, and a four mm long step each hour. The frequency characteristics of the instrument are shown in figure j>. From this figure, the essentially flat system response to velocity over a selected frequency range can be seen. SENSITIVITY o o Ul NJ 61 iiii M o H o o o CD •vl -1 T-1842 20 WWVB— WWVB is the radio call code for the National Bureau of Standards GO.kilohertz time-standard broadcast from Fort Collins, Colorado. This time standard was used to synchronize the internal timing clocks of the microearthquake recording systems. The WWVB code (as shown in figure 6) was recorded at the beginning and end of each record day as an absolute time and date identification for the record. -REFERENCE TIME .m i 00 10 Figures 000 00 15 -CORRECTION (MSEC. TO UT2 )- -OAY OF Y E A R - -HOURS- -MINUTES-" 20 WWVB 25 TIME CD <»• 30 + 35 CODE oo o I lo 40 hn. 0|0 45 50 55 FORMAT^ The MEQ systems were synchronized daily with WWVB by comparing (on an oscilloscope) the beginning of the WWVB second pulse with the internal-clock generated second pulse. Adjustment of the internal s clock kept agreement with the standard to within acceptable limits. Significant deviations with standard time were noted and appropriate corrections made to arrival times. Common drift corrections were on the order of 30 ms per day. Data-- Figures 7_ thru j) are examples of records from the Mount Princeton survey illustrating the seismic signatures from sources at three different distances. Figure 7_ is a sample recording of a nuclear test in the USSR at Nova Zemyla (73.04 N and 54.52 E) approximately 60 f:\ T-1842 21 7500 km to the north-northeast. A local event, within the prospect - I area, is shown in figure _8. Figure _9 is an example of the signature of a Climax shot, from a distance of about 70 km due north. The smoked paper records can be picked under magnification to a precision of better than -30 ms. • 5 r FIGURE 7_ TELESEISM , NOVA ZEMYLA, USSR, Dist 69° date 294 , time 1232 , station #5 , gain 84 db , filters 5 -10 hz nuclear test ,approx. Mag 6.4M, 73.04 N 54.52 E (alluvium) flrrY^t^ivpffiffiyffi^^ ^ ^ljr^rTVrTTTT'i . , A \ i t | *Ti . . '.' '• '. . '.^r^-'r^. — 'rt-Vr-'. J.-x. \ ^rVr'r'r-^-r^-^-^V^1--*--^^ 2051 FIGURE 8 LOCAL EVENT and CLIMAX SHOT date 294 ? station #11 gain 90 db ^ filters Q-10 hz (alluvium) local event r time 2051 epicenter +12.8, 0.0 t near sta #11 Climax event ^ time 2100 f dist 70 km f mining blast 23 T- 1842 6 3 •rH > 3 rH H id in d N x: 0 rH 1 H-> 4J -P S in id rrj rH Q rj O in I w w id rH 0) ft x: r H ^ •rH <U d •rH W 1—1 •rH 6 E X rH CO tn d -p in V ** */e -P in id *» tn c •rH C •rH 6 *« 0 rn 6 y (N o ^ H O w i^. O cn r^ •rH 4J [^ •rH 4J in -P in t3 in •rH ^ T! • rH r(3 OJ id - O T3 tr> n 0) C *• ,—i OJ fd rH i—I X rH OJ (U S •fr H ^ C i_^ u CT»| w K ^5 O H fa e Q) 0 id •P in •• in cn 6 •rH -P ^ 4J C 0) J> OJ OJ X Q) e •P id id •rH rH U •rH -P « 01 in OJ OJ (U e •rH * C 0) 4J 4J W d 0) > rH Q) id c o X id tn •rH •H (U e H O T-1842 24 OBSERVATIONS During the four days of field work, 17 seismic events were recorded. Of these, eleven were of sufficient quality (recognized and timed on at least five stations) to be used in the interpretation scheme. Three of these events were identified as teleseisms, three as nearregional events and the remaining five were identified as mining blasts, Four of the blasts were from Climax and one was from Monarch Pass, Conspicuous by their absence are the events expected from the Questa mine. Times for five of these events during the field survey were known by communication with the mine operator but the events could not be identified on the records. Table _2 lists the recorded events. Figures K) thru 17 represent the time-distance plots of the events used in the refraction analysis. Normally, the travel time of an event to each station is plotted against the true or straight-line distance to the source. For large source-receiver distances, such as those in this survey, the straight-line distance from the source to the station may not reflect the true travel path. The ray path azimuth associated with a wave front into a local array may be considerably different than the geographic azimuth due to lateral changes in velocity somewhere along the travel path. These lateral changes could be associated with regional geologic structures which in effect focus incoming energy into or away from a local array. I'f T-1842 25 TABLE 2 RECORDED EVENTS date time UTC (Julian Day) 293 293 294 294 294 294 294 295 295 295 295 295 295 296 296 296 297 2109 2110 0453 1232 1723 2051 2100 0301 0521 1324 2113 2202 2252 0125 2045 2355 0100 # of sta in fit location dist.from array origin 2 1 5 5 4 3 7 5 7 1 5 7 7 5 7 9 9 Climax (unknown) local (near sta Nova Zemyla local (Arkansas Hills) local (near sta #5) 70 km Climax Elkhead Mtns Kuril Is. local (near sta #8) Climax Elkhead Mtns Climax Southern Mexico Monarch Pass Climax Regional WNW local 69° local local 70 km 230 km 21° local 70 km 230 km 70 km 28° 25 km 70 km 100 km TELESEISMS date 294 295 296 ^ location from NEIS*, Golden, Co dist-from array 73.04 N 54.52 E USSR 47.53 N 148.74 E Kuril Is 15.83 N 94.63 W Mexico 69° 21° 28° 11 59 55.5 05 09 51.6 01 19 58.1 *NEIS - National Earthquake Information Service REFRACTION SHOTS date Climax, Colorado time 294 2100 295 2113 295 2252 296 2355 Monarch Pass, Colorado 296 2045 All coordinates are in kilometers unless otherwise noted, location of local events are referenced to the array origin at 38 .75° N and 106.00° W T-1842 26 To investigate the possible significance of lateral refractions, apparent azimuths were calculated for all of the events used in the interpretation. The apparent azimuth determination comes from a simple three-station technique, analogous to the strike and dip problem in structural geology.After making the assumption of plane waves, knowledge of the coordinates and arrival times at three stations uniquely determines the direction and apparent velocity of the incoming wave (see figure _19_, page 45). By taking all possible combinations of three stations from the available data, the apparent azimuth from an event can be determined with some certainty. Taking the apparent azimuth data into consideration, the distances plotted in the following figures are the relative distances between stations as projected on the normal to the impinging wave front. The origin time of the events is not generally known to any degree of accuracy, therefore, the travel times used in the profiles are relative to an assumed zero time. The apparent-velocity lines, labelled HT on the refraction profiles were taken from the 1972 Travel time tables (Herrin, et al, 1972) and assume a normal crustal model. The lines labelled MP (for Mount Princeton) are least squares fits to the observed data and are included where the expected apparent velocity lines do not match the observations Interpretation of the data is based on deviations, in the form of time residuals, from the normal crustal model and on comparison of apparent T-1842 27 azimuths with the known shot-receiver geometry. The uncertainties in time resolution for arrival picks as well as difficulties in combining separate shots from the same location, with/ out absolute origin times, are important in the discussion of accuracy in the interpretation. Estimates of the picking accuracy and multiple picks of arrivals from duplicate shots indicate the uncertainty in determining the time residuals to be on the order of -50 ms. The results of each plot are discussed in the following section. Included with each figure is information concerning the source of the event, expected phase velocity and true and apparent azimuths. Teleseisms — Figures 10_ thru 12^ are time-distance curves of the teleseisms recorded during the survey. Figure]^ shows arrivals from a nuclear test from Nova Zemyla, USSR. This event corresponds in amplitude and, therefore, energy release to a natural event with a body wave magnitude of 6 . 4 M . A phase velocity of about 21 km/sec fit to the data is higher than the expected (HT) velocity of 17. 7 km/sec. A significant residual is measured only at station #4. The residual is on the order of 150 ms and may be due to irregularities in the local geology and the predicted timing uncertainty. Figure 11 is a profile from a natural event from the Kuril Islands. The expected phase velocity of 18 km/sec is shown and fits well with the observations. A significant residual occurs at station #3 , which is about 350 ms slow. o 57 0) c •H w s H EH 56 0 RELATIVE DISTANCE FIGURE 10 . „ in Km REFRACTION PROFILE TELESEISM USSR 18 km/sec HT 11 u 0) w s g 10 M 20 RELATIVE DISTANCE in Km FIGURE ±1 REFRACTION PROFILE TELESEISM KURIL IS. 29 T- 22 16 21 S. MEXICO 296- 0125 dist 28° az due S u 0) 19 W 20 11 H EH •4 15 H K HT 19 12 km/sec 18 10 20 RELATIVE DISTANCE in Km FIGURE 12 REFRACTION PROFILE TELESEISM 30 S. MEXICO T-1842 . 30 The apparent velocity from an event from southern Mexico, (figure 12) shows good agreement with a phase velocity of approximately 9 km/sec. This velocity is slower than the expected velocity of 12 km/sec calculated from the normal travel time curves. Near-Regionals — The next profile, figure _13_, is a combination of of two events, both identified as coming from the Elkhead Mountains. No effort, in this analysis, was made to discriminate the source of these events between possible natural events and large mine shots in the coal mining district of north-western Colorado. An interpretation using the apparent velocity consistent with the normal crustal model, (5.6 km/sec) differentiates an area outlined by stations #1, 8, 11, 14, and 15 which are fast with respect to stations #7, 12, 16, 17, and 19. The arrival time at station #18 fits neither trend and is late by at least 500 ms from the expected curve. Although the source area is only approximately known, the true geographic azimuth between the local array and the Elkhead Mountains is roughly N25W. The apparent azimuth of the incoming wave front determined from threestation fits was N60W. Figure .14 shows a near-regional event from the west-northwest of the prospect area. Identification of the epicentral location is only approximate but correlation with records at the GOL station in Bergen Park, Colorado suggests that the event may originate from the vicinity of Ruth Mountain. Fitting the arrivals to a 5.6 km/sec apparent velocity 31 T- ELKHEAD MTNS 295- 0301 295- 2202 dist az HT N60°W u 0) 19 w s I H K 18 + 5.6 km/sec 10 RELATIVE DISTANCE in Km FIGURE 13 REFRACTION PROFILE 20 ELKHEAD MTNS 32 -T- 13 13 46 v / 19 A- O ~| Q / 45 -t-3 u .5 w ./16 44 H EH /h.7 REGIONAL WNW maybe RUTH MTN 297- 0100 dist 130 km az N45°W H K 43 18+ / • / 5.6 ' km/sec 42 rv 0 RELATIVE DISTANCE in Km FIGURE 14 REFRACTION PROFILE REGIONAL WNW in shows late arrivals at stations #15, 18, and 19 and early arrivals at stations #3, and 8. Time residuals as great as the one at station #3 (almost one second) probably result from misidentification of the re- ti fracted arrival phase, p , in the background noise. The scatter on the plot is a result of the uncertainty in location. Contradictory solutions from the three-station fits prove this out. Results from the three station technique varied from N45W to due north. Figures 15_ and 16. show a comparison of the four Climax shots using the straight-line and relative distances in either profile. Figure 15 shows arrival times plotted against, shot-receiver distances taken normal to the apparent azimuth of N25E (geographic azimuth is due north). The expected phase velocity of 5.6 km/sec is contrasted to the best fit velocity of 4.8 km/sec also shown. The four separate shots were combined by calculating the best fit apparent velocity, fitting this slope to each individual profile and combining the profiles by matching the apparent velocity lines. This profile resembles the Elkhead Mountains profile (figure 13). An area, including stations #6, 7, 11, 14, and 15, appears to fit a velocity similar to the regional velocity but arrival times are fast by as much as 300 to 400 ms (with respect to the other stations). Slow time residuals at stations #19 and a fast residual at station #18 may be due to difficulties in identification of first arrivals and in combining separate shots into one profile without knowledge of the true origin time. Figure jj5 shows the true geographic distances and the expected 5.6 km/sec phase velocity. This profile shows similar behavior to the T- 19 CLIMAX, CO 293- 2109 294- 2100 295- 2113 295- 2252 296- 2355 dist 70 km az N25°E b!4 11 CHALK CREEK o .42 17 w s H 8 i H K 18 5.6 km/sec 0 - 10 20 RELATIVE DISTANCE in Km FIGURE 15 REFRACTION PROFILE Climax, Co CLIMAX, CO 5 shots dist 70 km az due N o <B CO c •H w s H EH H K 0 20 RELATIVE DISTANCE in Km FIGURE !£_ REFRACTION PROFILE normal CLIMAX, CO T-1842 36 adjusted profile, figure Jj>, but valuable information concerning size and lateral extent of the anomalous zone is masked by the lateral refraction. The final profile, figure J7, shows the Monarch Pass event which , with the Climax events, reverses the refraction profile of the Mount Princeton area. Using the 4 . 8 km/sec apparent velocity determined from the Climax profile, an area including stations #8, 15, and 19 is fast relative to station arrivals further northward. Fitting the data points to the 4.8 km/sec velocity, brings out the anomaly at Chalk Creek from a third direction. Without prior knowledge of the apparent velocity of the Climax profile, the observations seem to better agree with an apparent velocity much slower than the velocity shown. The true azimuth from the center of the local array to Monarch Pass is S30W, but once again the incoming wave front seems to be focused in a more east-west direction, as the apparent azimuth solution was S60W. Figure JJ3 is a plot of amplitude versus relative station distance from Climax for seismic arrivals recorded by stations on Line B. Only shots from Climax, recorded on hard rock sites, were'used. These trace amplitudes were normalized to the response at station #18 and scaled for comparison at other sites relative to this station. The line through the data is meant to demonstrate the amplitude (energy) decay with distance. Stations in Cottonwood and Chalk Creek display significant amplification compared to the expected attenuation curve. 37 .T- 1842 16 CHALK CREEK «?—5- 15 o 0) s H EH 14 MONARCH PASS,CO 296- 2045 dist 30 km az S60°W H K K 4.8 km/sec 13 0 10 20 RELATIVE DISTANCE in Km FIGURE 17 REFRACTION PROFILE 'MONARCH PASS, CO. 38 T-1842 A rough estimate of the dominant frequency at each station was made by a simple measurement of the period of the first few cycles of trie-wave train. The areas of relative amplitude amplification (shown in figure .18) appear to correlate with arrivals with a predominance of high frequencies. The most pronounced effect, an increase in the frequency from 4hz to 8hz, was observed at station #8. The attenuation and dominant frequency analysis were restricted to the Climax shots because the other sources failed to provide the necessary redundancy of data needed in a comparative analysis. Passive Microearthquake Survey The passive microearthquake equipment used in this survey allowed 24-hour, continuous operation,so a survey to detect natural seismic activity could be conducted alongside the active program. During the survey, three events were recorded and identified as local, natural events. These three events were timed from the smoked paper records and located using a least-squares-fit location program based on a constant velocity, half space model. The table below lists information about the calculated origin time, location and magnitude of these local events. The recorded arrival information is not sufficient for reliable depth estimates,and x and y locations should be treated as approximate (quoted locations are within -2 km). For a unique solution in the location program used, four arrivals or three arrivals and an origin time are needed. 39 T00 r-' r-{ # § H 30 (0 o rH O COTTON!FOOD CUEI K Q w tQ H CH7LK CREE K O 20 17 18 w 1< 16 L5 I Q O EH H w o K EH in O 1 0 '10 . 1 2 0 RELATIVE DISTANCE in Km FIGURE 18 AMPLITUDE VERSUS DISTANCE CURVE 14 13 T-1842 40 To locate the local event recorded on only three stations (294-2051), an s-p time, read from the record at one station, was used to estimate a'n origin time by assuming a Poissons Ratio of 0 . 2 5 and using the Wadati Curve (plot of arrival time versus s-p time for a given velocity ratio). Local Events Table 1 time local t of sta T0 X date time UTC 294 0453 1053PM 5 12 .81 +11.0 +4 .9 294 1723 1123AM 4 12 .35 -8.7 294 2051 0251PM 3 24 .05 +12.8 Y Mag -0. 5M -7 .5 +1. 25M 0 .0 0. OM Location coordinates are in km referenced to the origin of the local array (37.75 N and 108.00 W), magnitude is quoted as body wave magnitude corrected for distance and frequency response. The upper Arkansas Valley and the San Luis Valley are areas of very '*-x little historic seismic activity (Hadsell, 1968). A microearthquake survey of the San Luis Valley (Keller and Adams, 1976) recorded 6 local events in a three week survey, a very low level of seismicity considering the sensitivity of the recording equipment. Although the level recorded by this.survey, three events in four days, is appreciably higher, the Rio Grande Rift Zone in Colorado seems to display a low level of seismicity with respect to the recorded activity from this zone in central New Mexico and to the abundant geologic evidence of recent activity in the upper Arkansas Valley (Scott, 1970). T-1842 41 INTERPRETATION . An active seismic investigation of a prospect area provides valuable information on the seismic expression of the subsurface geologic character. '' This information is contained in the interpretation of travel time residuals, observation of amplitude behavior and comparison of known source-reciever geometry to the apparent azimuth of waves observed by the local array. Mount Princeton Survey Interpretation of these parameters from the Mount Princeton survey suggests the following conclusions. These are discussed in detail on the following pages. 1) Interpretation of teleseisms and near-regional events in a refraction scheme aids in developing a regional subsurface interpretation by providing travel paths from different azimuths and from different depths. A reversed profile, including the events from southern Mexico and from Nova Zemyla, indicates that the crustal thickness increases to the north under this profile. 2) -Regional lateral refractions from the boundaries of the north-trending upper Arkansas Valley graben focus incoming seismic energy by bending the wave fronts into a more east-west direction. These boundaries can be interpreted as the continuation of the Rio Grande Rift structure as far north as Leadville. T-1842 42 3) The failure to record mining shots from Questa, New Mexico and the absence of earthquake observations form the northern extension of the Rio Grande Rift at GOL, indicates high attenuation of waves through this area and the need for high-gain recording sites within the region to more accurately determine the local seismicity. 4) A significant velocity or structural ridge exists in the subsurface of Chalk Creek, south of Mount Princeton. This east-west cross structure to the north- trending horst-graben pattern of the regional tectonic framework may be related to the Mount Princeton batholith and the other Tertiary intrusives in the southern part of the Sawatch Range. 5) Although the survey was not specifically designed to study^attenuation behavior, observations of amplitude and dominant frequency indicate anomalous behavior for stations within Chalk Creek. Amplitude amplification or, more likely a longer travel path through more competant material would be consistent with the large amplitude, high frequency and early arrival times. Discussion of Results • 1) Apparent velocities from the USSR teleseism were faster than predicted from a normal crustal model, which assumes horizontal boundaries at depth. Arrivals from the southern Mexico event displayed the opposite effect. These two observations suggest crustal thickening to the north over the travel paths involved. Crustal refraction studies T-1842 43 (Pakiser and Jackson, 1965), in icated a deeper crust uderneath the southern Rocky Mountains and the Great Plains supporting this conclusion. 2) The comparison of the local apparent azimuths recorded by the array and the known source-reciever geometry can provide valuable information concerning the horizontal velocity distribution and structural character between the array and the source. Sources from varying distances and directions can further define the subsurface picture by revealing both local detail and gross regional structure of the project area. At this point some mention should be made of the uncertainties involved im measuring apparent azimuths. Specifically, the question of the significance of the 30 degree lateral refraction quoted in this paper should be addressed with regard to the sources of error. To evaluate this problem, careful analysis was made of two possible measures of error in the apparent azimuth determination: 1) agreement between the three-station fits over the entire array, and 2) the effect of timing errors on a single three-station fit. After removal of solutions which varied widely from the majority of the fits (these random fits can be attributed to erroneous signal identifications or local geologic problems at specific recording locations), three-station fits agreed to within ± 5° for lateral refractions from Climax, Monarch Pass and the Elkhead Mountains. In regard to the second problem mentioned, a sample three-station Iff! ' ! T-1842 . 44 solution was modified by introducing a timing error of -25 ms and -f + -50 ms into the calculations. The -25 ms error led to solutions only -2°'from the initial fit, while the -50 ms error, which is greater than the expected timing error in the system, led to solutions -5° from the observed apparent azimuth (see figure Jj} for description of the technique and calculations involved). Consideration of these major sources of error predicts an error of less than -10° in this method. While this error can be significantly reduced by larger-aperture, omnidirectional arrays, the error analysis performed supports the conclusion that the observed lateral refractions are indeed real and significant and not a function of random errors. The mining operations at Climax, Colorado are due north of the array, however, the apparent wave front was determined to have an azimuth of N25E. The topography of the valley and the regional geologic structure suggests a possible lateral boundary on the east side of the valley, near Buena Vista. After assuming a vertical boundary and a 4 to 3 velocity contrast at the boundary, the focusing effect of the regional geology can be explained by a boundary striking N30W. Data from the Monarch Pass and Elkhead Mountains events suggests a second boundary striking north-south corresponding to the mountain front on the west side of the valley. An interpretative illustration of the lateral refraction is shown in figure 20. It must be stressed that this interpretation is not unique. Assumption of a velocity contrast and orientation of the refracting horizon were T- 45 Normal to Apparent Wave Front Apparent Wave Front STA#3 FIGURE JJ3 THREE STATION APPARENT VELOCITY VECTOR Method 0 arrange stations in increasing arrival time 2?) find distance a by T 1 2- 1= a T 3-T1' ^ draw apparent wave front between STA#2 and a draw normal to apparent wave front \apparent velocity equals J L 46 BOUNDARY V1=0.75 V2 APPARENT AZIMUTH A: T : TRUE AZIMUTH TO MONARCH CO' C'" •"•'' ; ..'• • ' -•GOLDLN. COLOIiADO 50401 v^x^. „ -_/ - .... ,j - - -• FIGURE 20 LATERAL REFRACTIONS at MOUNT PRINCETON dashed lines represent wave fronts from Climax and solid lines are wave fronts from Monarch Pass, stations in local array shown for scale T-1842 ff 47 made to honor the probable geology in the area. The boundary on the west is placed with greater control as this structure must pass between the array and the Monarch Pass quarry. In contrast, the boundary on the east can'be placed as close to the array as the Arkansas * River drainage or as far away as the highlands near Trout Creek Pass. 3) As a side issue, but an interesting observation nonetheless, is the failure of the array to record arrivals from the blasting operations at Questa, New Mexico, 275 km due south of the project area. The question is whether normal attenuation would account for the absence of measureable seismic energy or whether the Rio Grande Rift Zone, which any arrival from Questa must traverse, acts as an energy barrier creating a shadow zone for arrivals from this azimuth. Mining blasts are designed more to break rock at the source than to enhance efficient transmission of seismic energy. However, two shots, October 20th (51,400 Ibs. , 18 delays) and October 22nd (44,000 Ibs., 16 delays), were of sufficient size to warrant further consideration. A crustal refraction survey (Jackson and Pakiser, 1965) of the southern Rocky Mountains used blasts from Climax to investigate the crustal structure from North Park, Colorado to Casper, Wyoming. In this survey, a blast of 25,500 Ibs. was observed at distances out to 200 km using recording equipment with less sensitivity than in the present survey. These facts indicate that attenuation effects above and beyond that expected from a normal travel path may exist between the survey area and Questa. T-1842 48 4) After correction of the arrival times for the apparent azi- muths, the time advances observed from stations in Chalk Creek are confirmed by profiles from Climax, Monarch Pass and Elkhead Mountains. The travel time residuals can result from either a velocity change along the travel path, a structural change at depth, or both. Figure 21 shows an illustration of the time-residual data. Figure 22 demonstrates two possible models for the observed residuals. The two models cannot be distinguished using the data available from this survey. Model A is a fault model with the head wall of the normal fault to the north of Chalk Creek. The second model is based on a subsurface velocity contrast under Chalk Creek. Both models are consistent with the amplitude and dominant frequency measurements as they l '-x involve a longer travel path in more competent material compared to a path outside of Chalk Creek. If the 300 ms residual for the Chalk Creek Stations is to be explained from only a structural viewpoint, assuming a velocity of 5.0 km/sec, displacement on the fault in Chalk Creek is on the order of 1.5 km. This is consistent with the observation of displacement on the main boundary fault at the mountain front which is at least 1.5 km and maybe as much as 3 km. A high velocity ridge could be interpreted as a fault zone which has undergone extensive alteration which changed the physical properties J ' MODEL A 0 Surface KM Surface V. MODEL FIGURE 22. FIGURE 21 ARRIVAL TIME RESIDUAL DATA PLOTTED IN MAP VIEW VERSUS STATION LOCATIONS V. B Velocity and Structure Models jfl T-1842 50 of the zone. An approximate velocity contrast of 40% would be necessary to explain the observed time residual without considering any structural change in the travel path. A more logical interpretation / would include a combination of both explanations. An east-west cross structure would be consistent with the local geology, and it would be logical to assume that alteration associated with fault movement would be restricted to a localized zone. It should be emphasized that the anomaly is a time residual anomaly and interpretation of velocity and structure without independent confirmation from additional measurements is not unique. Additional geophysical and geological investigations could shed more light on the nature of the subsurface of Chalk Creek. 5) The amplitude and dominant frequency observations can be explained by several different models. As well as the non-unique character of any interpretation, this survey was not designed specifically to study attenuation. Despite this design problem, the survey did include the following necessary elements of an amplitude study: 1) the recording systems displayed similar response to ground motion, 2) particular care was taken to locate seismometers on hard rock sites (only stations from Line B were used to compile the data shown on figure 18), 3) straight line profiles were used to minimize the effect of inhomogeneities, and 4) multiple shots from the same location were used to look at only comparative results. However, the source spectra was not known, the charge weights were not known, so the only scaling •possible was the adjustment of the observations to the response at a T-1842 51 chosen site (station #18). As much as uniform geology was not present, the effect of the response of very local geologic conditions cannot be ruled out as a contributing factor. Possible explanations for the phenomena, assuming a coherent anomaly exists, include the hypothesis of a longer travel path through more competent material as mentioned previously and the possible focusing effect of the Chalk Creek structure. The detectors were all vertical seismometers, sensitive to ground motion in a vertical direction only, thus amplitude amplification could result from a local structure steering seismic energy into a more vertical direction (bending the emerging wave front toward the normal to the surface). Actual variations in physical properties could also affect the transmission characteristics in a local area. Interpretation of the amplitude data beyond the general conclusions stated here is not warranted without better control on the remaining variables. The important conclusion drawn from these observations is, while the structures proposed from other observations do not uniquely explain the attenuation effects seen, the models presented are a possible explaination and the amplitude and frequency measurements do not disprove the conclusions of this paper. The apparent agreement between the time residual and the attenuations observations point to interesting speculation and deserve further study. T-1842 52 EVALUATION OF THE ACTIVE SEISMIC TECHNIQUE The most important conclusion of this paper is the evaluation of the apparent azimuth technique used to display the arrival time observations. The significant observation of the regional focusing of seismic energy into or away from a local array leads to the question of where is this technique preferable, and in some cases, necessary, over the conventional straight-line profiling method used by previous investigators. I believe that, based on the conclusions of this paper, the apparent azimuth technique should be considered and, at the very least, be compared to the conventional method when the following conditions exist. The importance of lateral refractions in interpretations drawn from a large scale refraction survey in these cases cannot be discounted without further investigation. These conditions are: 1) source-receiver dis- tances such that arrivals are either from the direct path or are critical refractions from shallow horizons; this method would not be directly applicable to investigations of the Moho discontinuity as the regional features projected as the cause of the lateral refractions probably do not extend to this depth and wo uld add only minor deviations to arrivals from deep refractions or reflections, and 2) the existence of regional geologic features such as, boundaries of readily discernable geologic provinces, rift zones, large horst-graben features and major tectonic features such as ridges or subduction zones associated with large changes in the T-1842 53 crustal structure, which could cause lateral steering of seismic energy crossing such a feature. •The concept of lateral changes affecting seismic arrivals of an in(' line profile is expressed in the migration of seismic reflection data to account for the influence of structures horizontal to the time section being examined. The apparent azimuth technique is analogous to this correction as it attempts to correct distances to display the true direction of energy propagation and take into account the effect of lateral features. The following conclusions are directed to the evaluation and optimization of the active seismic reconnaissance method. 1) The apparent azimuths into a local array can be significantly different than the geographic azimuth between source and receiver, therefore, better control of the azimuth is critical. 2) The uncertainty in the station residuals are less than -50 ms in this survey. This error can be attributed to near surface geologic conditions or small changes in the source location. Better knowledge of source location, shot origin time and avoidance of site problems could add more accuracy and precision to the technique. 3) Arrival time residuals and attenuation are a function of arrival azimuth and emergence angle. Data received from many azimuths and distances would provide a more complete picture of the regional and local ** seismic structure. To use this survey method at another prospect area, the following points should be considered: T-1842 54 1) Several stations should be placed outside the area of in- terest for the duration of the survey. These stations will act as control'for identification and independent confirmation of regional seismic structure. 2) Several stations inside the project area should remain stationary for the duration of the survey to act as local control of arrival azimuths and tie points for roving stations. 3) Station locations should be positioned to avoid site geologic problems (near-surface amplification and slow time residuals). The array geometry should be omnidirectional and cover a large area (refraction interpretations are still useful assuming plane waves and measuring distances perpendicular to the apparent azimuth). In placement of stations, special attention should be given to specific targets '••^ of interest. 4) Roving stations should be left in one position until a sufficient sampling of available sources, considering both distance and azimuth, is obtained. 5) The density of stations must be high to insure statistical significance of the obtained data. Combination of profiles from a single source should be made with knowledge of origin times. 6) Origin times should be obtained from each source to provide control for calculation of absolute velocities, depth to refractors and arrival residuals. T-1842 55 7) Local sources of seismic energy could provide detailed measurements of near-surface structure underneath the array and complete the picture of the seismic expression of features in the area. T-1842 56 CONCLUSIONS 1) The active seismic reconnaissance technique conducted • . at the Mount Princeton project area succeeded in surveying a large area by delineating regional structures, specifically the boundaries of the Rio Grande Rift Zone, and by singling out a specific local target for further investigation. This technique proved to be a cost-effective means of obtaining valuable information with a minimum amount of time, equipment and cost. 2) Interpretation of apparent azimuth data from several sources indicates that lateral refractions occur from both the east and west side of the upper Arkansas River Valley graben. The existence of these boundaries supports the interpretation that the upper Arkansas Valley is a continuation of the Rio Grande Rift Zone of central New Mexico and southern Colorado, 3) Within the prospect area, an advance time residual exists corresponding to the Chalk Creek drainage topographic feature. A probable normal fault in the subsurface, downdropped to the north, is interpreted as the source of this time anomaly. This east-west feature is normal to the north-trending regional structure and may have formed in response to the intrusion of the Mount Princeton batholith or may be associated with the more recent rifting activity. T-1842 57 RECOMMENDATIONS The active seismic technique can be applied whenever subsurface velocity or structural information is needed over a large area. This survey technique can be especially useful when man-made sources of seismic energy (such as blasting from mining or construction operations) are readily available. Information from teleseisms and regional events can be used in the same manner to provide better azimuthal coverage of the prospect area. Interpretation of these events is aided by assuming a normal crustal model and interpreting residual observations from the expected arrival times. The structural feature of the Chalk Creek fault and the boundaries of the upper Arkansas Valley graben should be investigated by independent geophysical and geologic techniques. Detail refraction work (profile lines on the order of 1 or 2 km long with station spacing of 40 to 80 m) should be run in a north-south direction over Chalk Creek to further define this structure. Lines both close to the mountain front and on the valley floor would help to map the lateral extent of the feature and provide data to help interpret the significance of the structure. Detailed electrical soundings should also be effective as the alteration associated with the fault should provide a measurable contrast in the physical properties of this zone. More observations from distant events recorded on an array designed to look for lateral refractions would better delineate the boundaries and produce additional data for this effect. T-1842 58 BIBLIOGRAPHY 1) Ackermann, Hans D., 1975, Seismic Refraction Study in the Raft River Geothermal Area, Idaho (abst); 45th Annual International Meeting of the SEG, Denver, Colorado. 2) Alcock, Ed, 1969, The Influence of Geologic Environment on Seismic Response; Bui. Seis. Soc. Am. , vol 59, no 1, P245. 3) Capon, Jack, 1974, Characterization of Crust and Upper Mantle Structure under LASA as a Random Medium; Bui. Seis. Soc. Am., vol 64, no 1, p 235. 4) Caton, P. W. , 1975, Plane Wave Apparent Velocity Vectors: An Aid for Accurate Event Location using Portable Seismometer Arrays; preliminary copy, Senturion v ^ Sciences, Inc. 5) Dobrin, Milton, 1960, the Seismic Refraction Method; Introduction to Geophysical Prospecting; New York, p 69. 6) Grose, L. T. , 1974, Summary of Geology of Colorado Related to Geothermal Potential; Proceedings of a Symposium on Geothermal Energy and Colorado, Colo. Geol. Survey Bui. 35, p 11. 7) Hadsell, F. 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Survey Prof Paper 700C, p Gil. 20) Seed, H. Bolton and Izzat M. Idriss, 1969, Influence of Soil '^. Conditions on Ground Motions during Earthquakes; Journal of the Soil Mechanisms and Foundation Division SM 1, p 99. 21) Sharp, William N . , 1970, Extensive Zeolitization Associated with Hot Springs in Central Colorado, US Geol Survey Prof Paper 700 B, p B14. 22) Steinhart, John S. and Robert Meyer, 1961, Explosion Studies of Continental Structure; Carnegie Institution of Washington Publication 622, Washington, D. C. T-1842 61 23) Tweto, Ogden and J. E. Case, 1972, Gravity and Magnetic Features Related to Geology in the Leadville 30Minute Quadrangle, Colorado; US Geol Survey Prof Paper 726 C, Geophysical Field Investigations, 31p. 24) Van Alstine, Ralph E., 1968, Tertiary Trough between the Arkansas and San Luis Valleys, Colorado; US Geol Survey Prof Paper 600-C, p C158. 25) Van Alstine, Ralph E. , 1969, Geology and Mineral Deposits of the Poncha Springs NE Quadrangle, Chaffee County, Colorado; US Geol Survey Prof Paper 626, 52 p. 26) Warrick, R. E. , D. B. , Hoover, W. H. Jackson, L. C. Pakiser and J. C. Roller, 1961, The Specification and Testing of a Seismic Refraction System for Crustal Studies, Geophysics, vol 26, no 6, p 820.