TECHNICAL NOTES
May 1, 2008

Discharge and Suspended Sediment Transport during Deconstruction of a Low-Head Dam

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 5

Abstract

In March of 2003, the 43m wide, 2.2m high St. Johns Dam (Sandusky River, Ohio) was breached to lower the water level in the reservoir. In November of the same year, the dam was removed in an effort to restore aquatic habitat and connectivity in the river. During both the breach and the dam removal, high resolution time series of discharge and suspended sediment concentrations were monitored 200m downstream of the dam. Discharge and suspended sediment during the breach were not discernible from background values. In contrast, the dam removal resulted in a peak suspended sediment concentration of 59mgL and a peak discharge of 33.5m3s , which returned to background levels of 19mgL and 1.5m3s , respectively, approximately 8h after the removal. The floodwave during the removal attenuated by 50% at the City of Fremont, 53km downstream, illustrating the diffusive nature of the channel and the limited risk of flooding downstream. Levels of suspended sediment and discharge during the removal were comparable to subsequent discharge events. Spatial distributions of turbidity in and upstream of the dam pool and archived turbidity data from the City of Tiffin, 13km downstream of the dam, suggest that sediments stored in the impoundment did not statistically enhance turbidity up to 2 years after the removal. Generally, the removal had a minor impact on water quality and posed no risk to public safety or to downstream aquatic habitats.

Get full access to this article

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

Acknowledgments

The writers thank Bob Vargo and Bob Gable (Scenic Rivers Program, Ohio DNR) for asking us to participate in their 5-year study of dam removal and river restoration. Special thanks to Ryan Murphy (Geologic Survey, Ohio DNR) for help deploying instruments, to Michael Perriguey (American Water Co.) for supplying archived turbidity data, and to Mike Eberline and Greg Koltun (USGS) for flow data. The writers also thank two anonymous reviewers for their constructive comments. This work was funded by the Great Lakes Protection Fund, Grant No. 671.UNSPECIFIED

References

American Rivers. (2005). “Dam removal toolkit.” ⟨www.americanrivers.org/site/PageServer?pagename=AMR_content_8cf8⟩ (Aug. 24, 2005).
American Rivers, The Friend of the Earth, and Trout Unlimited. (1999). Dam removal success stories: Restoring rivers through selective removal of dams that don’t make sense, E. Maclin and M. Sicchio, eds., American Rivers, Washington, D.C., 1–114.
American Rivers and Trout Unlimited. (2002). Exploring dam removal, M. Bowman, S. Higgs, El Maclin, S. McClain, M. Sicchio, A. Souers, S. Johnson, and B. Garber, eds., American Rivers, Washington, D.C., 1–80.
Aspen Institute. (2002). Dam removal: A new option for a new century, S. O’Malley Wade, ed., The Aspen Institute, Washington, D.C., 1–68.
Bushaw-Newton, K. L., et al. (2002). “An integrative approach towards understanding ecological responses to dam removal: The Manatawny Creek Study.” J. Am. Water Resour. Assoc., 38(6), 1581–1599.
Cantelli, A., Paola, C., and Parker, G. (2004). “Experiments on upstream-migrating erosional narrowing and widening of an incisional channel caused by dam removal.” Water Resour. Res., 40(3), W03304.
Cheng, F., and Granata, T. (2007). “Sediment transport and channel adjustments associated with dam removal: Field observations.” Water Resour. Res., 43(3), W03444.
Doyle, M. W., Stanley, E. H., and Harbor, J. M. (2003). “Channel adjustments following two dam removals in Wisconsin.” Water Resour. Res., 39(1), 1011.
Evans, J. E., Mackey, S. D., Gottgens, J. F., and Gill, W. M. (2000). “Lessons from a dam failure.” Ohio J. Sci., 100(5), 121–131.
Francisco, E. (2004). “Tales of the undammed.” Sci. News (Washington, D.C.), 165(15), 235–236.
Fread, D. L., and Harbaugh, T. E. (1973). “Transient hydraulic simulation of breached earthen dams.” J. Hydr. Div., 99(1), 139–154.
Hart, D., and Poff, N. (2002). “A special section on dam removal and river restoration.” BioScience, 52(2), 653–655.
Heinz Center. (2002). Dam removal: Status and prospects, W. Graf, ed., The H. Johns Heinz III Center for Science, Economics and the Environment, Washington, D.C., 1–151.
Julien, P. Y. (2002). River mechanics, Cambridge University Press, Cambridge, Mass.
Landers, J. (2004). “River renaissance.” Civ. Eng. (N.Y.), 74(7), 53–59.
Pizzuto, J. (2002). “Effects of dam removal on river form and process.” BioScience, 52(8), 683–691.
Pohl, M. (2004). “Channel bed mobility downstream from the Elwha Dams, Washington.” Profess. Geograph., 56(3), 422–431.
Ponce, V. M., Taher-Shamsi, A., and Shetty, A. V. (2003). “Dam-breach flood wave propagation using dimensionless parameters.” J. Hydraul. Eng., 129(10), 777–782.
Rathburn, S. L., and Wohl, E. E. (2003). “One-dimensional sediment transport modeling of pool recovery along a mountain channel after a reservoir sediment release.” Regul. Rivers: Res. Manage., 17(3), 251–273.
Singh, V. P. (1996). Dam breach modeling technology, Kluwer, Dordrecht, The Netherlands, 1–242.
Stanley, E. H., Luebke, M. A., and Doyle, M. W. (2002). “Short-term changes in channel form and macro invertebrate communities following low-head dam removal.” J. North Am. Benthol. Soc., 21(1), 172–187.
Thomson, J. R., Hart, D. D., Charles, D. F., Nightengale, T. L., and Winter, D. M. (2005). “Effects of removal of a small dam on downstream macroinvertebrate and algal assemblages in a Pennsylvania stream.” J. North Am. Benthol. Soc., 24(1), 192–207.
Williams, D. T. (1977). “Effects of dam removal: An approach to sedimentation.” Technical Rep. No. 50, The Hydraulic Engineering Center, U.S. Army Corps of Engineers, Washington, D.C., 1–31.
Wohl, E. E., and Cenderelli, D. A. (2000). “Sediment deposition and transport patterns following a reservoir sediment release.” Water Resour. Res., 36(1), 319–333.
World Wildlife Fund. (2003). Dam right! WWF’s dams initiative: Rivers at risk, dams and the future of freshwater ecosystems, Washington, D.C., 1–47.
Zar, J. H. (1984). “Comparing simple linear regression equations.” Biostatistical analysis, Prentice-Hall, London, 292–301.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 5May 2008
Pages: 652 - 657

History

Received: Feb 18, 2005
Accepted: May 16, 2007
Published online: May 1, 2008
Published in print: May 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Tim Granata, M.ASCE
P.E.
Ecological Engineer, Granata Ecol. Engin., Columbus, OH 43210. E-mail: [email protected]
Fang Cheng
Engineer, CDM Inc., 8800 Lyra Dr., Columbus, OH 43240.
Matthew Nechvatal
Engineer, CH2MHill., 135 S. 84th St., Milwaukee, WI 53214.

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