Technical Papers
Feb 25, 2017

Effect of Spatially Distributed Small Dams on Flood Frequency: Insights from the Soap Creek Watershed

Publication: Journal of Hydrologic Engineering
Volume 22, Issue 7

Abstract

Dams are ubiquitous in the United States, with more than 87,000 influencing streamflow across the nation. The significant majority of these dams are small and are often ignored in real-time flood forecasting operations and at-site and regional flood frequency estimations. Even though the impacts of individual small dams on floods is often limited, the combined flood attenuation effects of a system of such dams can be significant. In this study, the authors investigate how a system of spatially distributed small dams affect flood frequency across a range of drainage basin scales using the 660-km2 Soap Creek watershed in southeastern Iowa, which contains more than 144 small dams. Results from continuous simulation of the system of small dams indicate that peak discharges reduced between 20 and 70% with the effect decreasing as the drainage area increases. This means that neglecting the effects of the system of small dams may lead to an overestimation of flood risk, which has implications in both flood frequency estimation and real-time flood forecasting. Considering that more small dams are being built across watersheds in Iowa and elsewhere in the country, the results also highlight how the peak discharge attenuation effects of these dams is an additional factor that invalidates the stationarity assumption that is used in at-site and regional flood frequency analysis.

Get full access to this article

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

Acknowledgments

The authors would like to thank the Iowa Flood Center (IFC) at the University of Iowa for the financial support of this study.

References

Ayalew, T. B., Krajewski, W. F., and Mantilla, R. (2013). “Exploring the effect of reservoir storage on peak discharge frequency.” J. Hydrol. Eng., 1697–1708.
Ayalew, T. B., Krajewski, W. F., and Mantilla, R. (2014a). “Connecting the power-law scaling structure of peak-discharges to spatially variable rainfall and catchment physical properties.” Adv. Water Resour., 71(0), 32–43.
Ayalew, T. B., Krajewski, W. F., and Mantilla, R. (2015a). “Analyzing the effects of excess rainfall properties on the scaling structure of peak discharges: Insights from a mesoscale river basin.” Water Resour. Res., 51(6), 3900–3921.
Ayalew, T. B., Krajewski, W. F., and Mantilla, R. (2015b). “Insights into expected changes in regulated flood frequencies due to the spatial configuration of flood retention ponds.” J. Hydrol. Eng., .
Ayalew, T. B., Krajewski, W. F., Mantilla, R., and Small, S. J. (2014b). “Exploring the effects of hillslope-channel link dynamics and excess rainfall properties on the scaling structure of peak-discharge.” Adv. Water Resour., 64, 9–20.
Bradley, A. A., and Potter, K. W. (1992). “Flood frequency-analysis of simulated flows.” Water Resour. Res., 28(9), 2375–2385.
Brath, A., Montanari, A., and Moretti, G. (2006). “Assessing the effect on flood frequency of land use change via hydrological simulation (with uncertainty).” J. Hydrol., 324(1–4), 141–153.
Bronstert, A., Niehoff, D., and Burger, G. (2002). “Effects of climate and land-use change on storm runoff generation: Present knowledge and modelling capabilities.” Hydrol. Processes, 16(2), 509–529.
Burton, A., Kilsby, C. G., Fowler, H. J., Cowpertwait, P. S. P., and O’Connell, P. E. (2008). “RainSim: A spatial-temporal stochastic rainfall modelling system.” Environ. Modell. Software, 23(12), 1356–1369.
Collier, M., Webb, R. H., and Schmidt, J. C. (1996). Dams and rivers: A primer on the downstream effects of dams, DIANE Publishing, Collingdale, PA.
Cowpertwait, P., Isham, V., and Onof, C. (2007). “Point process models of rainfall: developments for fine-scale structure.” Proc. R. Soc. A: Math. Phys. Eng. Sci., 463(2086), 2569–2587.
Crooks, S., and Davies, H. (2001). “Assessment of land use change in the Thames catchment and its effect on the flood regime of the river.” Phys. Chem. Earth. Part B, 26(7-8), 583–591.
Eash, D. A., Barnes, K. K., and Veilleux, A. G. (2013). “Methods for estimating annual exceedance-probability discharges for streams in Iowa, based on data through water year 2010.”, USGS, Reston, VA.
Emerson, C., Welty, C., and Traver, R. (2005). “Watershed-scale evaluation of a system of storm water detention basins.” J. Hydrol. Eng., 237–242.
Friedman, J. M., Osterkamp, W. R., Scott, M., and Auble, G. (1998). “Downstream effects of dams on channel geometry and bottomland vegetation: Regional patterns in the great plains.” Wetlands, 18(4), 530–545.
Galloway, G. E. (2011). “If stationarity is dead, what do we do now?” J. Am. Water Resour. Assoc., 47(3), 563–570.
Goldman, D. M. (2001). “Quantifying uncertainty in estimates of regulated flood frequency curves.” Proc., Bridging the Gap Meeting the World’s Water and Environmental Resources Challenges, ASCE, Reston, VA, 1–13.
Graf, W. L. (2006). “Downstream hydrologic and geomorphic effects of large dams on American rivers.” Geomorphology, 79(3–4), 336–360.
Hillman, G. (1998). “Flood wave attenuation by a wetland following a beaver dam failure on a second order boreal stream.” Wetlands, 18(1), 21–34.
Hollis, G. E. (1975). “The effect of urbanization on floods of different recurrence interval.” Water Resour. Res., 11(3), 431–435.
IACWD (Interagency Advisory Committee on Water Data). (1982). Guidelines for determining flood flow frequency: Bulletin 17B, U.S. Water Resources Council, Washington, DC.
Inbar, M. (1990). “Effect of dams on mountainous bedrock rivers.” Phys. Geogr., 11(4), 305–319.
Konrad, C. P. (2003). “Effects of urban development on floods.” USGS, Tacoma, WA.
Laurenson, E. M. (1973). “Effect of dams on flood frequency.” Flood investigation, Vol. II, USGS, Washington, DC.
Lettenmaier, D. P., Wood, E. F., and Wallis, J. R. (1994). “Hydro-climatological trends in the continental United States, 1948-88.” J. Clim., 7(4), 586–607.
Ligon, F. K., Dietrich, W. E., and Trush, W. J. (1995). “Downstream ecological effects of dams.” Biosci., 45(3), 183–192.
Lin, Y., and Mitchell, K. E. (2005). “The NCEP Stage II/IV hourly precipitation analyses: Development and applications.” 19th Conf. on Hydrology, American Meteorological Society, Boston.
Lins, H. F., and Cohn, T. A. (2011). “Stationarity: Wanted dead or alive?” J. Am. Water Resour. Assoc., 47(3), 475–480.
Liu, Y., et al. (2014). “Assessing effects of small dams on stream flow and water quality in an agricultural watershed.” J. Hydrol. Eng., .
Magilligan, F. J., Nislow, K. H., and Graber, B. E. (2003). “Scale-independent assessment of discharge reduction and riparian disconnectivity following flow regulation by dams.” Geology, 31(7), 569–572.
Mallakpour, I., and Villarini, G. (2015). “The changing nature of flooding across the central United States.” Nature Clim. Change, 5(3), 250–254.
Mamede, G. L., Araújo, N. A. M., Schneider, C. M., de Araújo, J. C., and Herrmann, H. J. (2012). “Overspill avalanching in a dense reservoir network.” Proc. Natl. Acad. Sci., 109(19), 7191–7195.
Mantilla, R., et al. (2012). “Simulation of a distributed flood control system using a parallel asynchronous solver for systems of ODEs.” Applied simulation and modelling/777: Artificial intelligence and soft computing, ACTA Press, Calgary, AB, Canada.
Mantilla, R., and Gupta, V. K. (2005). “A GIS numerical framework to study the process basis of scaling statistics in river networks.” IEEE Geosci. Remote Sens. Lett., 2(4), 404–408.
Milly, P. C. D., Betancourt, J., Falkenmark, M., Hirsch, R. M., Kundzewicz, Z. W., Lettenmaier, D. P., and Stouffer, R. J. (2008). “Stationarity is dead: Whither water management?” Sci., 319(5863), 573–574.
Milly, P. C. D., Dunne, K. A., and Vecchia, A. V. (2005). “Global pattern of trends in streamflow and water availability in a changing climate.” Nature, 438(7066), 347–350.
Montaldo, N., Mancini, M., and Rosso, R. (2004). “Flood hydrograph attenuation induced by a reservoir system: analysis with a distributed rainfall-runoff model.” Hydrol. Processes, 18(3), 545–563.
Montanari, A., and Koutsoyiannis, D. (2014). “Modeling and mitigating natural hazards: Stationarity is immortal!” Water Resour. Res., 50(12), 9748–9756.
Nehrke, S. M., and Roesner, L. A. (2004). “Effects of design practice for flood control and best management practices on the flow-frequency curve.” J. Water Resour. Plann. Manage., 131–139.
Neitsch, S. L., Arnold, J. G., Kiniry, J. R., and Williams, J. R. (2011). “Soil and water assessment tool theoretical documentation version 2009.” Texas Water Resources Institute, College Station, TX.
Niehoff, D., Fritsch, U., and Bronstert, A. (2002). “Land-use impacts on storm-runoff generation: Scenarios of land-use change and simulation of hydrological response in a meso-scale catchment in SW-Germany.” J. Hydrol., 267(1–2), 80–93.
Peter, S. J., de Araújo, J. C., Araújo, N. A. M., and Herrmann, H. J. (2014). “Flood avalanches in a semiarid basin with a dense reservoir network.” J. Hydrol., 512, 408–420.
Ravazzani, G., Gianoli, P., Meucci, S., and Mancini, M. (2014). “Assessing downstream impacts of detention basins in urbanized river basins using a distributed hydrological model.” Water Resour. Manage., 28(4), 1033–1044.
Rodriguez-Iturbe, I., Cox, D. R., and Isham, V. (1987). “Some models for rainfall based on stochastic point-processes.” Proc. R. Soc. Lon. Ser.-A, 410(1839), 269–288.
Rodriguez-Iturbe, I., and Rinaldo, A. (1997). Fractal river basins: Chance and self-organization, Cambridge University Press, Cambridge, U.K.
Smith, B. K., Smith, J. A., Baeck, M. L., and Miller, A. J. (2015). “Exploring storage and runoff generation processes for urban flooding through a physically based watershed model.” Water Resour. Res., 51(3), 1552–1569.
Smith, J. A., Baeck, M. L., Villarini, G., Wright, D. B., and Krajewski, W. (2013). “Extreme flood response: The June 2008 flooding in Iowa.” J. Hydrometeorol., 14(6), 1810–1825.
Stedinger, J. R., and Griffis, V. W. (2011). “Getting from here to where? Flood frequency analysis and climate.” J. Am. Water Resour. Assoc., 47(3), 506–513.
Tarpanelli, A., Franchini, M., Brocca, L., Camici, S., Melone, F., and Moramarco, T. (2012). “A simple approach for stochastic generation of spatial rainfall patterns.” J. Hydrol., 472, 63–76.
Thomas, N. W., Arenas Amado, A., Schilling, K. E., and Weber, L. J. (2016). “Evaluating the efficacy of distributed detention structures to reduce downstream flooding under variable rainfall, antecedent soil, and structural storage conditions.” Adv. Water Resour., 96, 74–87.
USACE (U.S. Army Corps of Engineers). (2010). “Des Moines river regulated flow frequency study.” Rock Island District, Rock Island, IL.
USACE (U.S. Army Corps of Engineers). (2013). “National inventory of dams.” Alexandria, VA.
USGS. (2017). “Data download and visualization services.” ⟨http://viewer.nationalmap.gov⟩ (Jan. 23, 2017).
Veneziano, D., and Iacobellis, V. (2002). “Multiscaling pulse representation of temporal rainfall.” Water Resour. Res., 38(8), 1311–1313.
Villarini, G., and Smith, J. A. (2010). “Flood peak distributions for the eastern United States.” Water Resour. Res., 46(6), W06802.
Villarini, G., Smith, J. A., Serinaldi, F., Bales, J., Bates, P. D., and Krajewski, W. F. (2009). “Flood frequency analysis for nonstationary annual peak records in an urban drainage basin.” Adv. Water Resour., 32(8), 1255–1266.
Willems, P. (2001). “A spatial rainfall generator for small spatial scales.” J. Hydrol., 252(1–4), 126–144.
Williams, G. P., and Wolman, M. G. (1984). “Downstream effects of dams on alluvial rivers.”, USGS, Washington, D.C.
Wright, D. B., Smith, J. A., and Baeck, M. L. (2014). “Flood frequency analysis using radar rainfall fields and stochastic storm transposition.” Water Resour. Res., 50(2), 1592–1615.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 7July 2017

History

Received: Jul 6, 2016
Accepted: Dec 7, 2016
Published online: Feb 25, 2017
Published in print: Jul 1, 2017
Discussion open until: Jul 25, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Senior Hydrologist, Berkshire Hathaway Specialty Insurance, 2633 Camino Ramon, San Ramon, CA 94583 (corresponding author). ORCID: https://orcid.org/0000-0002-7280-8100. E-mail: [email protected]
Witold F. Krajewski [email protected]
Professor, IIHR-Hydroscience and Engineering, Univ. of Iowa, C. Maxwell Stanley Hydraulics Laboratory, Iowa City, IA 52242. E-mail: [email protected]
Ricardo Mantilla [email protected]
Assistant Professor, IIHR-Hydroscience and Engineering, Univ. of Iowa, C. Maxwell Stanley Hydraulics Laboratory, Iowa City, IA 52242. E-mail: [email protected]
Daniel B. Wright [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706. E-mail: [email protected]
Scott J. Small [email protected]
Assistant Research Scientist, IIHR-Hydroscience and Engineering, Univ. of Iowa, C. Maxwell Stanley Hydraulics Laboratory, Iowa City, IA 52242. E-mail: [email protected]

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