Technical Papers
Nov 28, 2017

In Situ Assessment of Sediment Erosion and Consolidation State Using a Free-Fall Penetrometer: Sydney Harbour, Nova Scotia

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 144, Issue 2

Abstract

Two in situ geotechnical surveys were undertaken in Sydney Harbour, Nova Scotia, Canada, following the dredging and relocation of 4.2 million m3 of sediment from the shipping channel during the fall and winter of late 2011 and early 2012. The surveys were conducted 9 and 18 months after dredging using a portable, free-fall penetrometer. A new method for rapid assessment of the in situ state of sediment consolidation from free-fall penetrometer data was developed and applied to identify areas of sediment erosion and deposition. Results 9 months after dredging showed an initial accumulation of dredge-resuspended sediments. Eighteen months after dredging, stability, and evidence of consolidation or continued accumulation was found at more than 92% of the 39 sampled locations examined. Evidence of erosion was observed at only 3 locations. The general pattern of sediment stability observed is consistent with the historically low energy and sedimentation environment of the inner regions of Sydney Harbour.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors acknowledge funding from the Virginia Tech Charles E. Via Department of Civil and Environmental Engineering. We thank Christian Zoellner (MARUM) for technical support and support with the Nimrod logistics as well as Alex E. Hay (Dalhousie University) for support with this study. The authors thank the two anonymous reviewers for the constructive comments that contributed to the quality of the article.

References

ASTM. (2007). “Standard test method for particle-size analysis of soils.” ASTM D422, West Conshohocken, PA.
ASTM. (2010). “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” ASTM D4318-10e1, West Conshohocken, PA.
ASTM. (2011a). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487-11, West Conshohocken, PA.
ASTM. (2011b). “Standard test methods for one-dimensional consolidation properties of soils using incremental loading.” ASTM D2435/D2435M-11, West Conshohocken, PA.
Aubeny, C. P., and Shi, H. (2006). “Interpretation of impact penetration measurements in soft clays.” J. Geotech. Geoenviron. Eng., 770–777.
Carrier, W. D., III, Bromwell, L. G., and Somogyi, F. (1983). “Design capacity of slurried mineral waste ponds.” J. Geotech. Engrg., 699–716.
CBCL (CBCL Limited). (1999). “Phase 1 site assessment Muggah Creek Watershed, Sydney Nova Scotia.” Final Rep. 98628B, Sydney, NS, Canada.
CBCL (CBCL Limited). (2009). “Appendix A: Plume and deposition modeling.” Sydney Harbour access channel deepening and Sydport container terminal, Sydney, NS, Canada.
Dorvinen, J., Stark, N., Hatcher, B., Hatcher, M., Leys, V., and Kopf, A. (2015). “In-situ geotechnical investigation of a confined sediment disposal facility, Sydney Harbour, Nova Scotia.” Coastal Sediments 2015: The Proceedings of the Coastal Sediments 2015, P. Wang, J. D. Rosati, and J. Cheng, eds., World Scientific, Hackensack, NJ.
Håkanson, L. (1986). “A sediment penetrometer for in situ determination of sediment type and potential bottom dynamic conditions.” Int. Rev. Hydrobiol., 71(6), 851–858.
Hvorslev, M. J. (1961). “Physical components of the shear strength of saturated clays.” WES-MP-3-428, Army Engineer Waterways Experiment Station, Vicksburg, MS.
Jacques Whitford Limited. (2009). “Overview of the Environment.” Environmental assessment for Sydney Harbour access channel deepening and Sydport container terminal, Markum, ON, Canada.
Ju, J. W., Cheong, G. H., and Kim, Y. G. (2003). “Consolidation characteristics of dredged soil with high water content.” Mag. Korean Soc. Agric. Eng., 45(5), 133–139.
Lee, K., et al. (2002). “Environmental effects and remediation of contaminants in Sydney Harbour, Nova Scotia.” TSRI Project 93, The Scripps Research Institute, La Jolla, CA.
Lund, J. R. (1990). “Scheduling maintenance dredging on a single reach with uncertainty.” J. Waterway, Port, Coastal, Ocean Eng., 211–231.
McCalla, R. J. (1999). “Global change, local pain: intermodal seaport terminals and their service areas.” J. Transp. Geogr., 7(4), 247–254.
Mesri, G. (1989). “A reevaluation of Su(mob) = 0.22σp using laboratory shear tests.” Can. Geotech. J., 26(1), 162–164.
Monte, J. L., and Krizek, R. J. (1976). “One-dimensional mathematical model for large-strain consolidation.” Géotechnique, 26(3), 495–510.
Morris, P. H. (2007). “Correlations for zero effective stress void ratio of fine-grained marine and riverine sediments.” J. Waterway, Port, Coastal, Ocean Eng., 305–308.
Mulukutla, G. K., Huff, L. C., Melton, J. S., Baldwin, K. C., and Mayer, L. A. (2011). “Sediment identification using free fall penetrometer acceleration-time histories.” Mar. Geophys. Res., 32(3), 397–411.
Petrie, B., Bugden, G., Tedford, T., Geshelin, Y., and Hannah, C. (2001). “Review of the physical oceanography of Sydney Harbour.” Canadian Technical Rep., Hydrography and Ocean Sciences 215, Bedford Institute of Oceanography, Dartmouth, NS, Canada.
Rakshith, S., and Singh, D. N. (2016). “Utilization of dredged sediments: Contemporary issues.” J. Waterway, Port, Coastal, Ocean Eng., 04016025.
Robertson, P. K., and Campanella, R. G. (1983). “Interpretation of cone penetration tests. Part II: Clay.” Can. Geotech. J., 20(4), 734–745.
Skempton, A. W. (1951). “The bearing capacity of clays.” Build. Res. Congr., 1, 180–189.
Skempton, A. W. (1970). “The consolidation of clays by gravitational compaction.” Q. J. Geol. Soc. London, 125(1), 373–411.
Smith, J. N., Lee, K., Gobeil, C., and Macdonald, R. W. (2009). “Natural rates of sediment containment of PAH, PCB and metal inventories in Sydney Harbour, Nova Scotia.” Sci. Total Environ., 407(17), 4858–4869.
Stark, N., Hanff, H., and Kopf, A. (2009). “Nimrod: A tool for rapid geotechnical characterization of surface sediments.” Sea Technol., 50(4), 10–14.
Stark, N., Hatcher, B., Hatcher, M., Leys, V., and Kopf, A. (2014). “In-situ localization and quantification of sediment deposits after dredging and disposal interventions in Sydney Harbour, Canada, using a dynamic penetrometer.” Geo-Congress 2014 Technical Papers: Geo-Characterization and Modeling for Sustainability, Geotechnical special publication 234, M. Abu-Farsakh, X. Yu, and L. R. Hoyos, eds., ASCE, Reston, VA, 2122–2133.
Stark, N., and Kopf, A. (2011). “Detection and quantification of sediment remobilization processes using a dynamic penetrometer.” Proc., IEEE Oceans 2011, IEEE, New York, 1–9.
Stark, N., and Wever, T. F. (2009). “Unraveling subtle details of expendable bottom penetrometer (XBP) deceleration profiles.” Geo-Mar. Lett., 29(1), 39–45.
Stark, N., Wilkens, R., Ernstsen, V. B., Lambers-Huesmann, M., Stegmann, S., and Kopf, A. (2012). “Geotechnical properties of sandy seafloors and the consequences for dynamic penetrometer interpretations: Quartz sand versus carbonate sand.” Geotech. Geol. Eng., 30(1), 1–14.
Stewart, A. R. J., Milligan, T., Law, B., and Loring, D. (2001). “Disaggregated inorganic grain size and trace metal analysis of surficial sediments in Sydney Harbour, N. S., 1999.” Canadian Technical Report of Fisheries and Aquatic Sciences 2384, Bedford Institute of Oceanography, Dartmouth, NS, Canada.
Stoll, R. D. (2004). “Measuring sea bed properties using static and dynamic penetrometers.” Civil Engineering in the Oceans VI, M. J. Briggs and M. E. McCormick, eds., ASCE, Reston, VA, 386–395.
Stoll, R. D., and Akal, T. (1999). “XBP—Tool for rapid assessment of seabed sediment properties.” Sea Technol., 40(2), 47–52.
Stoll, R. D., Sun, Y. F., and Bitte, L. (2007). “Seafloor properties from penetrometer tests.” IEEE J. Oceanic Eng., 32(1), 57–63.
Terzaghi, K. (1943). Theoretical soil mechanics, John Wiley & Sons, New York.
USACE (U.S. Army Corps of Engineers). (1983). “Dredging and dredged material management.” EM 1110-2-5025, Washington, DC.
van Craenenbroeck, K., Duthoo, O., Vandecasteele, M., Eygenraam, J., and van Oostveen, J. (1998). “Application of modern survey techniques in today’s dredging practice.” Terra et Aqua, 72(Sep), 3–9.
Walker, T. R., MacAskill, D., Rushton, T., Thalheimer, A., and Weaver, P. (2013). “Monitoring effects of remediation on natural sediment recovery in Sydney Harbour, Nova Scotia.” Environ. Monit. Assess., 185(Oct), 8089–8107.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 144Issue 2March 2018

History

Received: Dec 9, 2016
Accepted: Jun 27, 2017
Published online: Nov 28, 2017
Published in print: Mar 1, 2018
Discussion open until: Apr 28, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Jared Dorvinen, M.ASCE [email protected]
Graduate Assistant, Dept. of Civil and Environmental Engineering, Virginia Tech, 200 Patton Hall, Blacksburg, VA 24061. E-mail: [email protected]
Nina Stark, Ph.D., M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, 200 Patton Hall, Blacksburg, VA 24061 (corresponding author). E-mail: [email protected]
Bruce Hatcher, Ph.D.
Associate Professor, Director of the Bras d’Or Institute for Ecosystem Research, Cape Breton Univ., 1250 Grand Lake Rd., Sydney, NS, Canada, B1P 6L2.
Matthew Hatcher
Graduate Assistant, Dept. of Oceanography, Dalhousie Univ., 1355 Oxford St., Halifax, NS, Canada, B3H 4R2.
Vincent Leys, Ph.D.
Coastal Engineer, CBCL Limited, 1489 Hollis St., Halifax, NS, Canada, B3J 3M5.
Achim Kopf, Ph.D.
Professor, MARUM, Univ. of Bremen, Leobener Str. 8, D-28359 Bremen, Germany.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share