ground-penetrating radar investigations of nearshore sediments of eastern lake michigan

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Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan William A. Sauck, W. R. Laton, D. L. William A. Sauck, W. R. Laton, D. L. Seng, Seng, and M. A. VanderEide and M. A. VanderEide Institute for Water Sciences Institute for Water Sciences Dept. of Geosciences Dept. of Geosciences Western Michigan University Western Michigan University Kalamazoo, MI 49008 Kalamazoo, MI 49008 IAGLR, May, 2000

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Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan. William A. Sauck, W. R. Laton, D. L. Seng, and M. A. VanderEide Institute for Water Sciences Dept. of Geosciences Western Michigan University Kalamazoo, MI 49008. IAGLR, May, 2000. Acknowledgements. - PowerPoint PPT Presentation

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Page 1: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Ground-Penetrating Radar Investigations of Nearshore Sediments

of Eastern Lake Michigan

William A. Sauck, W. R. Laton, D. L. Seng, William A. Sauck, W. R. Laton, D. L. Seng,

and M. A. VanderEideand M. A. VanderEide

Institute for Water SciencesInstitute for Water Sciences

Dept. of GeosciencesDept. of Geosciences

Western Michigan UniversityWestern Michigan University

Kalamazoo, MI 49008Kalamazoo, MI 49008

IAGLR, May, 2000

Page 2: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Acknowledgements

USGS: Woods Hole (1991-93 funding).USGS: Woods Hole (1991-93 funding). US Army Corps of Engineers (1992-93)US Army Corps of Engineers (1992-93) US EPA - Univ. of Mich. (1993-94)US EPA - Univ. of Mich. (1993-94) COE-Toltest Contract (1997-98).COE-Toltest Contract (1997-98). Student helpersStudent helpers

Page 3: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Outline

IntroductionIntroduction Review of Equipment UsedReview of Equipment Used ResultsResults

““Modern or Mobile” Sand Thickness Modern or Mobile” Sand Thickness Channel-forms at River MouthsChannel-forms at River Mouths Glacial Drift LithologiesGlacial Drift Lithologies Discovery of submerged aeolian sand depositDiscovery of submerged aeolian sand deposit

ConclusionsConclusions RecommendationsRecommendations

Page 4: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Introduction

History of GPR Use in Lakes and Rivers.History of GPR Use in Lakes and Rivers. Purpose of these investigations.Purpose of these investigations. Chippewa low stage of L. Michigan.Chippewa low stage of L. Michigan. Relative permittivity controls GPR velocity.Relative permittivity controls GPR velocity. Conductivity controls GPR attenuation.Conductivity controls GPR attenuation. Innovations in this study.Innovations in this study.

Page 5: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Equipment Used

7 m work boat (MonArk) or 6 m Carolina 7 m work boat (MonArk) or 6 m Carolina Skiff.Skiff.

GSSI SIR-10A+ GPR System, with custom GSSI SIR-10A+ GPR System, with custom 35 m Tescorp cable.35 m Tescorp cable.

Custom 55 cm monostatic dipole antenna.Custom 55 cm monostatic dipole antenna. Differential GPS (Magellan ProMark X-CP), Differential GPS (Magellan ProMark X-CP),

using Milwaukee USCG Diff. Beacon using Milwaukee USCG Diff. Beacon Transmitter.Transmitter.

Lowrance X-16 analog sonar (upward-Lowrance X-16 analog sonar (upward-looking, bottom-sled mounted)looking, bottom-sled mounted)

Page 6: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

GPR, Sonar, and Differential GPS RadioBeacon Receiver installed in 19’ Carolina Skiff.

Page 7: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

The Bottom-towed GPR Antenna

Built to obtain uniform sub-bottom Built to obtain uniform sub-bottom penetration regardless of water depth.penetration regardless of water depth.

55 cm monostatic dipole (145 MHz) with GSSI 55 cm monostatic dipole (145 MHz) with GSSI 769DA transceiver antenna driver card.769DA transceiver antenna driver card.

Enclosed in larger diameter PVC pipe.Enclosed in larger diameter PVC pipe. Strapped to bottom sled made of 2” diam. Strapped to bottom sled made of 2” diam.

PVC pipe filled with concrete ballast.PVC pipe filled with concrete ballast. Upward looking SONAR transducer mounted Upward looking SONAR transducer mounted

on front corner of sled.on front corner of sled.

Page 8: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Underwater GPR antenna mounted on weighted bottom sled, being deployed at shore from Monark work boat.

Page 9: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Results:

Warren Dunes

Page 10: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

WNW

Page 11: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan
Page 12: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Results: St. Joseph-Benton Harbor Channel-forms

Shore-parallel profilesShore-parallel profiles Stacked channels buried below “modern” Stacked channels buried below “modern”

sands; relict from rise of Lake level after sands; relict from rise of Lake level after Chippewa low stage.Chippewa low stage.

Possible location of north wall of large valley Possible location of north wall of large valley excavated during Chippewa low stage.excavated during Chippewa low stage.

Page 13: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

St. Joseph-BentonHarborProfiles

Page 14: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan
Page 15: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Miami ParkGPRProfiles

Page 16: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

W

Page 17: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

W

Page 18: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Muskegon

Page 19: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

W

Page 20: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan
Page 21: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

LittleSablePoint

Page 22: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan
Page 23: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan
Page 24: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

ManisteeGPRProfiles

Page 25: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Manistee: Lateral change of substrate lithology.

Page 26: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

WNW

Page 27: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

(1/3)

NNE

Page 28: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

(2/3)

NNE

Page 29: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

(3/3)

NNE

Page 30: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Manistee: Submerged dune field

Shore-Parallel Line (3 slides)Shore-Parallel Line (3 slides)

Page 31: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Manistee: Aeolian sand lapping onto till (1/3)

NNE

Page 32: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

(2/3)

NNE

Page 33: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

(3/3)

NNE

Page 34: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Manistee: Submerged dune field.

Shore-perpendicular line (2 slides).Shore-perpendicular line (2 slides).

Page 35: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

(1/2)

WNW

Page 36: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

(2/2)

WNW

Page 37: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Conclusions

More than 50 line kilometers have been surveyed More than 50 line kilometers have been surveyed in Lake Michigan.in Lake Michigan.

The base of “modern” sands / top of older The base of “modern” sands / top of older substrate is a strong reflector at all sites.substrate is a strong reflector at all sites.

GPR has been very useful for sand thickness GPR has been very useful for sand thickness studies.studies.

Penetration in sands and gravels is 6-10 meters.Penetration in sands and gravels is 6-10 meters. Some lithologies can be identified or inferred.Some lithologies can be identified or inferred. Numerous peri-glacial, lacustrine, aeolian, and Numerous peri-glacial, lacustrine, aeolian, and

fluvial depositional environments can be fluvial depositional environments can be recognized.recognized.

Page 38: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Recommendations

Improve antenna system; minimize top-of-water Improve antenna system; minimize top-of-water reflection.reflection.

Test in more regions and different lake Test in more regions and different lake environments.environments.

Add other sensors to bottom sled.Add other sensors to bottom sled. Longer cable for use in water depths greater than Longer cable for use in water depths greater than

ten meters.ten meters. GPR is best used in sand/gravel environments; GPR is best used in sand/gravel environments;

clays are relatively impenetrable. Thus, GPR and clays are relatively impenetrable. Thus, GPR and seismic methods are complementary.seismic methods are complementary.

Page 39: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Thank You!

Page 40: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

GSSI SIR-10A+; Mainframe Below, Control / Readout Console Above.

Page 41: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

Map of area justnorth of Manistee(1 km grid)

Page 42: Ground-Penetrating Radar Investigations of Nearshore Sediments of Eastern Lake Michigan

DGPS boat tracks of GPRsurvey lines; Manistee.

Real time corrections from Milwaukee Coast Guard Transmitter.

(1000 ft grid)