ground-water exploration in western yellow medicine county ... · recommendation, directly across...

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Ground-Water Exploration in Western Yellow Medicine County Using Two-Dimensional Seismic Reflection Methods Jim Berg and Todd Petersen Geophysicists, DNR Waters January 2000 Table of Contents 1.0 Introduction 2 2.0 Field Acquisition Method 4 3.0 Calibration 5 4.0 Prospect Lines and Test Drilling 7 5.0 Velocity Profile of LPRW Test Hole 633505 13 6.0 Summary and Conclusions 15 7.0 References 15 List of Figures 1. Southwestern Minnesota Shaded Relief Map with Test Hole Locations 2 2. Lincoln-Pipestone Rural Water Burr Well Field Area 3 3. Cross Section C-C' 4 4. Test Hole 87-7 and Seismic Line YELK 5 5. Test Hole 41-1 and Seismic Line LINA 6 6. Burr Well Field Area Seismic Line Locations 7 7. First Interpretation of Seismic Line YELA 8 8. First Interpretation of Seismic Line YELE 9 9. Comparison of Seismic Lines YELA and DEUB 10 10. 1999 LPRW Test Hole Locations 11 11. Cross section D-D ' 12 12. Gamma and Sonic Logs from LPRW Test Hole 633505 13 13. LPRW Test Hole 633505 and Seismic Line YELA (Final Interpretation) 14

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Page 1: Ground-Water Exploration in Western Yellow Medicine County ... · recommendation, directly across the road from line YELA. Cross section D-D' (Figure 11) includes the test hole drilled

Ground-Water Exploration in Western Yellow Medicine CountyUsing Two-Dimensional Seismic Reflection Methods

Jim Berg and Todd PetersenGeophysicists, DNR Waters

January 2000

Table of Contents

1.0 Introduction 2

2.0 Field Acquisition Method 4

3.0 Calibration 5

4.0 Prospect Lines and Test Drilling 7

5.0 Velocity Profile of LPRW Test Hole 633505 13

6.0 Summary and Conclusions 15

7.0 References 15

List of Figures

1. Southwestern Minnesota Shaded Relief Map with Test Hole Locations 22. Lincoln-Pipestone Rural Water Burr Well Field Area 33. Cross Section C-C' 44. Test Hole 87-7 and Seismic Line YELK 55. Test Hole 41-1 and Seismic Line LINA 66. Burr Well Field Area Seismic Line Locations 77. First Interpretation of Seismic Line YELA 88. First Interpretation of Seismic Line YELE 99. Comparison of Seismic Lines YELA and DEUB 1010. 1999 LPRW Test Hole Locations 1111. Cross section D-D' 1212. Gamma and Sonic Logs from LPRW Test Hole 633505 1313. LPRW Test Hole 633505 and Seismic Line YELA (Final Interpretation) 14

Page 2: Ground-Water Exploration in Western Yellow Medicine County ... · recommendation, directly across the road from line YELA. Cross section D-D' (Figure 11) includes the test hole drilled

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1.0 Introduction

In 1997, the Minnesota Department of Natural Resources, Division of Waters(DNR Waters), began a test hole-drilling project with local water appropriators as part ofa regional ground-water exploration effort (Southwestern Minnesota GroundwaterExploration Project 1996-1997, Progress and Final Reports). Figure 1 shows the locationsof these test holes as triangles.

Figure 1. Southwestern Minnesota Shaded Relief Mapwith Test Hole Locations

The yellow triangles represent DNR Waters test holes that have been drilled since1997. The higher elevation areas are shown in brownish tones and the lower elevationareas are shown in greenish tones.

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Worthington

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Lincoln-Pipestone Rural Water (LPRW) was one of the appropriators in thispartnership. Exploratory drilling with LPRW included test holes near the Burr Well Fieldwest of Canby, Minnesota, near the South Dakota border (Figure 2).

Figure 2. Lincoln-Pipestone Rural Water Burr Well Field Area

DNR Waters test hole locations are shown as yellow triangles. The black dots areother test hole and well locations. Seismic line locations are shown as red bars. Thegreen squares and rectangles are DNR wildlife management areas. The blue line is crosssection C-C'.

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Deuel Co, South Dakota

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Figure 3 shows the glacial stratigraphy in the Burr Well Field area. Most of thewells in the Burr Well Field produce ground water from a combination of the 2, 3, and 4asand layers.

Figure 3. Cross Section C-C'

This diagram represents the stratigraphy of the area as we understood it in 1997.The yellow polygons are buried sand layers that are used as aquifers in this area. Theuncolored areas between the sand layers are predominantly clayey glacial till. Thevertical scale is elevation above sea level in feet. The vertical exaggeration of this crosssection is approximately 50.

LPRW hoped to increase ground water withdrawal rates from this aquifer to meetrising demands for services. However, DNR Waters put limits on the LPRWappropriation permit from this aquifer due to interferences with special wetlands, calledcalcareous fens, at the Sioux Nation Wildlife Management Area (WMA). LPRW wasencouraged to explore for deeper aquifers that might be isolated from the area fens.During the spring and summer of 1998, DNR Waters geophysics personnel acquiredseismic reflection data in the Burr Well Field area in an attempt to find deeper aquifers.The purpose of this report is to summarize the results of this study.

2.0 Field Acquisition Methods

The data sets are a combination of walk-away surveys and common depth point(CDP) surveys. A 12-pound sledgehammer was the most commonly used energy source,although explosive Kinepak charges were used on some lines to overcome low signal-to-noise situations. When explosives were required, a half-pound charge was buried in anauger-drilled hole measuring 5 feet deep and 2 inches in diameter. The recording

Page 5: Ground-Water Exploration in Western Yellow Medicine County ... · recommendation, directly across the road from line YELA. Cross section D-D' (Figure 11) includes the test hole drilled

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assembly consisted of 100-hertz geophones connected to a 24-channel Bisonseismograph.

3.0 Calibration Lines

Before acquiring data in unknown areas in the Burr Well Field area, we collectedseismic reflection data at DNR Waters test hole locations. By comparing the stratigraphicinformation that we collected from the test holes to the seismic data, we were able tomatch the reflections with their corresponding stratigraphic interfaces.

Figure 2 shows the locations of all the seismic data acquired in 1998. The seismiclines are shown as short lines with four-letter labels starting with Y, L, or D (e.g., YELA,LINA). Seismic lines YELK, LINA, DEUB, and YELC were collected over existing boreholes and were used to calibrate the seismic response to known geology.

Shown in Figure 4 is a comparison of known stratigraphic interfaces(lithostratigraphy) and interpreted seismic stratigraphy at the 87-7 test hole.

Figure 4. Test Hole 87-7 and Seismic Line YELK

The lithology recorded during the drilling of test hole 87-7 is compared to thestrong seismic reflections of line YELK. The light yellow areas of the 87-7 log representsand, the brown areas are clayey till, and the green areas are Cretaceous shale.

Seismic Reflection Line YELK (Hammer)

Unit 4 Sand

Precambrian Bedrock (?)

87-7

Pierre Shale

Carlile Shale

Unit 6 Sand

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Strong reflections are associated with the Unit 4 and Unit 6 sand layers, the top ofthe Cretaceous Shale (Pierre Shale), and the Cretaceous Carlile Shale. The wellstratigraphy is represented by depth, which is linear, but the seismic section shows two-way time, which is not linear. The seismic velocities are higher in the Cretaceous shalethan in the Quaternary sediments; therefore, time events in the Cretaceous formationsseem to arrive before the various layers shown on the log. The correlations shown inFigure 4, however, are accurate.

Figure 5 shows a comparison of test hole 41-1 and line LINA. Strong reflectionsare associated with the Unit 4 and Unit 6 sand layers and the Pierre Shale.

Figure 5. Test Hole 41-1 and Seismic Line LINA

The lithology at Test Hole 41-1 is compared to the strong reflections of line LINA.

In both of these calibration lines, we have marked a possible Precambrian bedrockreflection. No test holes or wells in the area were deep enough to allow us to positivelydefine the Precambrian bedrock from seismic data.

Seismic Reflection Line LINA (Kinepak)

Precambrian Bedrock (?)

Unit 4 Sand

41-1

Unit 6 Sand

Pierre Shale

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4.0 Prospect Lines and Test Drilling

Having familiarized ourselves with the seismic stratigraphy of area, we acquireddata at locations where we hoped to identify deeper aquifers. The prospect lines includethe lines shown on Figure 6 that are not associated with test hole locations.

Figure 6. Burr Well Field Area Seismic Line Locations

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Deuel Co, South Dakota

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WATERFOWL PRODUCTION AREA

SAUM MEMORIAL W MA

BOHEMIAN WMA

Sioux Nation WMA

DU-73A

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The lines nearest the Burr Well Field appeared to have the deeper reflections wewere looking for. Their reflection suggested that a deeper aquifer was present. LinesYELA and YELE are shown in Figures 7 and 8, respectively, with preliminaryinterpretations of the strong reflections.

Figure 7. First Interpretation of Seismic Line YELA

Seismic Reflection Line YELA (Hammer)

Deeper Sand Units

Bedrock Reflections (?)

Page 9: Ground-Water Exploration in Western Yellow Medicine County ... · recommendation, directly across the road from line YELA. Cross section D-D' (Figure 11) includes the test hole drilled

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Figure 8. First Interpretation of Seismic Line YELE

Deeper Sand Units

Bedrock Reflections (?)

Seismic Reflection Line YELE (Hammer)

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The relative depth of the “Deep Q Sand” of line YELA is shown in Figure 9 nextto the “Shallow Q Sand” of line DEUB. The thick sand layer at the DEUB location(confirmed by mud log information from South Dakota test hole R2-96-02) correlateswith the shallow aquifer at the Burr Well Field, indicating that this sand layer providesmost of the water supply.

Figure 9. Comparison of Seismic Lines YELA and DEUB

Note that line YELA’s strong reflections between 120 and 150 milliseconds do notexist on line DEUB.

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Based on these comparisons, we anticipated finding the deep aquifers that wewere looking for at the YELA location. In 1999, LPRW drilled three test holes at thelocations shown in Figure 10. One of the test holes (633505) was drilled, based on ourrecommendation, directly across the road from line YELA. Cross section D-D' (Figure11) includes the test hole drilled at the line YELA location. The location of cross sectionD-D' is shown in Figure 10.

Figure 10. 1999 LPRW Test Hole Locations

The orange circles indicate the locations of test holes drilled by LPRW in 1999.The blue line is cross section D-D'.

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Sioux Nation WMA

DU-73A

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Page 12: Ground-Water Exploration in Western Yellow Medicine County ... · recommendation, directly across the road from line YELA. Cross section D-D' (Figure 11) includes the test hole drilled

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Figure 11. Cross Section D-D'

This cross section places the information learned from test hole 633505 in alarger context.

Sand aquifers below the main producing unit at the Burr Well Field were found aspredicted. In addition, a sand-and-gravel-filled buried valley was found at an elevation ofapproximately 1,050 feet. This unit is the Altamont Aquifer described by the U.S.Geological Survey (Kame, 1985).

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5.0 Velocity Profile of LPRW Test Hole 633505

To better understand the nature of reflections observed at the YELA location, welogged the LPRW hole with two downhole geophysical devices: a gamma log tool and asonic log tool. The gamma tool measures the natural gamma radiation of the formation.The quartz grains of sand layers produce very little gamma radiation; clay mineralsproduce relatively higher amounts of gamma radiation. Therefore, a gamma log of glacialsediments has low values through the sandy sections and higher values through theclayey sections. The log on the left portion of Figure 12 is a gamma log of LPRW testhole. The arrows indicate low gamma responses that correspond with sand layers.

Figure 12. Gamma and Sonic Logs from LPRW Test Hole 633505

The yellow and orange arrows next to the gamma log indicate significant sandand gravel layers. The red arrows next to the sonic log indicate significant velocitycontrasts and are, therefore, likely reflectors. These reflectors correlate well with thesignificant sand layers.

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The log on the right portion of Figure 12 is a sonic log of the LPRW test hole.The sonic log measures the travel time or delta T of a sonic impulse produced by the toolto refract through the formation to a receiver at the other end of the tool. The travel timeis measured in microseconds per foot. The data have been converted to seismic velocity(feet per second) and plotted versus depth on Figure 11.

The major velocity contrasts on this log are indicated with arrows to suggesthorizons that are likely to appear as reflections in a seismic survey. This analysis predictsthat the Unit 4 sand layers at approximately 200 and 300 feet, and the Altamont sand atapproximately 630 feet should appear on line YELA as bundles of strong reflections.Figure 13 shows a comparison of YELA seismic reflection data with LPRW test hole633505. The data appear to match very well, indicating that seismic reflection methodscan be very successful for finding buried sand aquifers in this area.

Figure 13. LPRW Test Hole 633505 and Seismic Line YELA (Final Interpretation)

Potentially important sand aquifers encountered during the drilling of test hole633505 appear as strong reflections on line YELA.

Unit 4 Sand Layers

Altamont Sand

YELA

Carlile Shale

633505

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6.0 Summary and Conclusions

The purpose of this project was to determine whether seismic reflection methodsand technology could be used to locate buried sand aquifers. Several comparisons ofseismic reflection data and test hole data at specific locations indicate significant sandaquifers do appear as strong reflections on the seismic sections. Furthermore, an analysisof the seismic velocity profile from a 1999 LPRW test hole (633505) shows significantvelocity contrasts associated with the significant sand layers. Therefore, seismicreflection methods appear to be a useful tool for finding buried aquifers in this area ofMinnesota.

7.0 References

Kame, Jack, 1985. Water Resources of Deuel and Hamlin Counties, South Dakota. U.S.Geological Survey Water Resources Investigations Report 84-4069.