Technical Notes
Sep 13, 2016

Quantifying Spatial Patterns of Channel Geometry and Stream Incision in Urban Drainage Network

Publication: Journal of Hydrologic Engineering
Volume 22, Issue 2

Abstract

Digital topographic data derived from airborne light detection and ranging (LiDAR) provide high-resolution information for characterizing the morphology of channels and riparian zones, and can be used to map the spatial distribution of channel incision resulting from flashy runoff response in small urban streams. Here the researchers present a methodology for extraction and analysis of transects throughout the drainage network in order to quantify longitudinal patterns of bankfull channel geometry and to identify the spatial distribution of channel incision. Owing to local gaps in LiDAR coverage and anomalies in channel and riparian zone morphology, the set of extracted transects are censored to remove those that would otherwise yield spurious results. Two procedures are then utilized to identify the bankfull stage along individual transects: (1) an iterative spline procedure based on minimizing slope angle and distance from the channel for points that exceed a minimum elevation threshold above the thalweg, and (2) a slope-difference algorithm that identifies local maximum values of the change in slope by evaluating a fixed distance backward and forward from each point on the transect. Each of these approaches generates an independent estimate of bankfull stage, depth, and width for individual transects. These are supplemented by a third estimate by a human operator. All three approaches are compared along a study domain with a deeply incised channel. Longitudinal trends in bankfull depth and width derived for all three approaches reveal that the major trends are detectable regardless of which method is used. The method can be used to identify differences in channel geometry between incised urban streams and less-incised streams.

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Acknowledgments

This work was carried out under support of National Science Foundation (NSF) Grant CBET-1058038, which is part of the NSF Water Sustainability and Climate program, NSF Grant EAR-1427150, which is part of the NSF Coastal SEES program, and in collaboration with Baltimore Ecosystem Study Long Term Ecological Research project, which is supported by NSF Grant DEB-1027188.

References

ArcGIS [Computer software]. ESRI, Redlands, CA.
ArcMap 10.2 [Computer software]. ESRI, Redlands, CA.
Bent, G. C., and Waite, A. M. (2013). “Equations for estimating bankfull channel geometry and discharge for streams in Massachusetts.”, U.S. Geological Survey, Reston, VA.
Booth, D. B. (1990). “Stream channel incision following drainage-basin urbanization.” Water Resour. Bull., 26(3), 407–417.
Booth, D. B., and Henshaw, P. C. (2001). “Rates of channel erosion in small urban streams.” Land use and watersheds: Human influence on hydrology and geomorphology in urban and forest areas: AGU monograph series, M. Wigmosta and S. Burges, eds., Vol. 2, American Geophysical Union, Washington, DC, 17–38.
Dunne, T., and Leopold, L. B. (1978). Water in environmental planning, W.H. Freeman and Company, New York.
Gabrisch, G. (2008). “Create perpendicular lines to each segment of a shapefile.” 〈http://arcscripts.esri.com/details.asp?dbid=15756〉 (Feb. 15, 2014).
Groffman, P. M., et al. (2003). “Down by the riverside: Urban riparian ecology.” Front. Ecol. Environ., 1(6), 315–321.
Hammer, T. R. (1972). “Stream channel enlargement due to urbanization.” Water Resour. Res., 8(6), 1530–1540.
Hawley, R. J., and Bledsoe, B. P. (2013). “Channel enlargement in semiarid suburbanizing watersheds: A southern California case study.” J. Hydrol., 496, 17–30.
Hudson, P. F., Sounny-Slittine, M. A., and LaFevor, M. (2013). “A new longitudinal approach to assess hydrologic connectivity: Embanked floodplain inundation along the lower Mississippi River.” Hydrol. Processes, 27(15), 2187–2196.
Leopold, L. (1968). Hydrology for urban land planning—A guidebook on the hydrologic effects of urban land use, U.S. Geological Survey, Washington, DC.
Leopold, L. B., Wolman, M. G., and Miller, J. P. (1964). Fluvial processes and geomorphology, Freeman and Co., San Francisco.
McCandless, T. L., and Everett, R. A. (2002). “Maryland stream survey: Bankfull discharge and channel characteristics of streams in the Piedmont hydrologic region.”, U.S. Fish and Wildlife Service, Chesapeake Bay Field Office, Annapolis, MD.
McKean, J., et al. (2009). “Remote sensing of channels and riparian zones with a narrow-beam aquatic-terrestrial LIDAR.” Remote Sens., 1(4), 1065–1096.
Nelson, P. A., Smith, J. A., and Miller, A. J. (2006). “Evolution of channel morphology and hydrologic response in an urbanizing drainage basin.” Earth Surf. Processes Landforms, 31(9), 1063–1079.
Passalacqua, P., Belmont, P., and Foufoula-Georgiou, E. (2012). “Automatic geomorphic feature extraction from lidar in flat and engineered landscapes.” Water Resour. Res., 48(3), W03528.
Paul, M. J., and Meyer, J. L. (2001). “Streams in the urban landscape.” Ann. Rev. Ecol. Syst., 32, 333–365.
Stout, J. C., and Belmont, P. (2014). “TerEx toolbox for semi-automated selection of fluvial terrace and floodplain features from lidar.” Earth Surf. Processes Landforms, 39(5), 569–580.
USDA (U.S. Department of Agriculture) Forest Service. (2005). “Guide to identification of bankfull stage in the northeastern United States.”, Rocky Mountain Research Station, 4 CD-ROM Set, Fort Collins, CO.
Vermont Agency of Natural Resources. (2004). “Identification of bankfull stage.” Vermont Stream Geomorphic Assessment, Montpelier, VT.
Walsh, C. J., Roy, A. H., Feminella, J. W., Cottingham, P. E., Groffman, P. M., and Morgan, I. R. P. (2005). “The urban stream syndrome: Current knowledge and the search for a cure.” J. North Am. Benthological Soc., 24(3), 706–723.
Williams, G. P. (1978). “Bank-full discharge of rivers.” Water Resour. Res., 14(6), 1141–1154.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 2February 2017

History

Received: Dec 30, 2015
Accepted: Jul 15, 2016
Published online: Sep 13, 2016
Published in print: Feb 1, 2017
Discussion open until: Feb 13, 2017

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Authors

Affiliations

Joshua N. Cole
Environmental Data Manager, Center for Urban Environmental Research and Education, Univ. of Maryland Baltimore County, Baltimore, MD 21250.
Andrew J. Miller, Ph.D. [email protected]
Professor, Dept. of Geography and Environmental Systems and Faculty Fellow, Center for Urban Environmental Research and Education, Univ. of Maryland Baltimore County, Baltimore, MD 21250 (corresponding author). E-mail: [email protected]
Erin Stapleton
Research Assistant, Center for Urban Environmental Research and Education and Dept. of Chemical, Biochemical, and Environmental Engineering, Univ. of Maryland Baltimore County, Baltimore, MD 21250.
Claire Welty, Ph.D.
Professor, Dept. of Chemical, Biochemical, and Environmental Engineering and Director, Center for Urban Environmental Research and Education, Univ. of Maryland Baltimore County, Baltimore, MD 21250.

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