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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Guidance for Design Hydrology for Stream Restoration and Channel Stability. Washington, DC: The National Academies Press. doi: 10.17226/24879.
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Page 65
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Guidance for Design Hydrology for Stream Restoration and Channel Stability. Washington, DC: The National Academies Press. doi: 10.17226/24879.
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Page 65
Page 66
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Guidance for Design Hydrology for Stream Restoration and Channel Stability. Washington, DC: The National Academies Press. doi: 10.17226/24879.
×
Page 66
Page 67
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Guidance for Design Hydrology for Stream Restoration and Channel Stability. Washington, DC: The National Academies Press. doi: 10.17226/24879.
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64 Ågren, A., I. Buffam, M. Jansson, and H. Laudon. 2007. “Importance of Seasonality and Small Streams for the Landscape Regulation of Dissolved Organic Carbon Export.” Journal of Geophysical Research: Biogeosciences, Vol. 112, No. G3, DOI: 10.1029/2006JG000381. Asselman, N. E. M. 2000. “Fitting and Interpretation of Sediment Rating Curves.” Journal of Hydrology (Amsterdam), Vol. 234, Nos. 3–4, pp. 228–248, DOI: 10.1016/S0022-1694(00)00253-5. Bagnold, R. A. 1980. “An Empirical Correlation of Bedload Transport Rates in Flumes and Natural Rivers.” Proceedings of the Royal Society A, Vol. A372, No. 1751, pp. 453–473, DOI: 10.1098/rspa.1980.0122. Baker, D. B., R. P. Richards, T. T. Loftus, and J. W. Kramer. 2004. “A New Flashiness Index: Characteristics and Applications to Midwestern Rivers and Streams.” Journal of the American Water Resources Association, Vol. 40, No. 2, pp. 503–522, DOI: 10.1111/j.1752-1688.2004.tb01046.x. Beven, K. J. 2011. Rainfall-Runoff Modelling: The Primer (Second Edition). John Wiley & Sons, West Sussex, UK, 488 p. Biedenharn, D. S., C. M. Elliott, and C. C. Watson. 1997. The WES Stream Investigation and Streambank Stabilization Handbook. U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS. 460 p. Biedenharn, D. S., R. R. Copeland, C. R. Thorne, P. J. Soar, R. D. Hey, and C. C. Watson. 2000. “Effective Discharge Calculation: A Practical Guide.” Technical Report No. ERDC/CHL TR-00-15, U.S. Army Corps of Engineers, Engineer Research and Development Center, Vicksburg, MS. Bledsoe, B. P., and C. C. Watson. 2001. “Logistic Analysis of Channel Pattern Thresholds: Meandering, Braiding, and Incising.” Geomorphology, Vol. 38, Nos. 3–4, pp. 281–300, DOI: 10.1016/S0169-555X(00)00099-4. Booth, D. B., S. R. Dusterhoff, E. D. Stein, and B. P. Bledsoe. 2010. “Hydromodification Screening Tools: GIS-Based Catchment Analyses of Potential Changes in Runoff and Sediment Discharge.” Technical Report 605, Southern California Coastal Water Research Project, Costa Mesa, CA, 35 p. http://ftp.sccwrp.org/pub/download/ DOCUMENTS/TechnicalReports/605_HydromodScreeningTools_GIS.pdf. Brownlie, W. R. 1981. “Prediction of Flow Depth and Sediment Discharge in Open-Channels.” Report No. KH-R-43A, California Institute of Technology, W. M. Keck Laboratory, Pasadena, CA. Brownlie, W. R. 1983. “Flow Depth in Sand-Bed Channels.” Journal of Hydraulic Engineering, Vol. 109, No. 7, pp. 959–990, DOI: 10.1061/(ASCE)0733-9429(1983)109:7(959). Bunte, K., and S. R. Abt. 2001. “Sampling Surface and Subsurface Particle-Size Distributions in Wadable Gravel- and Cobble-Bed Streams for Analyses in Sediment Transport, Hydraulics, and Streambed Monitoring.” General Technical Report RMRS-GTR-74, U.S. Department of Agriculture, Forest Service, Rocky Mountain Research Station, Fort Collins, CO, 428 p. https://www.fs.fed.us/rm/pubs/rmrs_gtr074.pdf. Burt, T. P., and W. T. Swank. 1992. “Flow Frequency Responses to Hardwood-to-Grass Conversion and Subsequent Succession.” Hydrological Processes, Vol. 6, No. 2, pp. 179–188, DOI: 10.1002/hyp.3360060206. Caltrans. 2015. “Caltrans Hydromodification Requirements Guidance: Storm Water Best Management Practices, Rapid Assessment of Stream Crossings, Higher Level Stream Stability Analysis.” Report CTSW-OT-14-314.05, California Department of Transportation, Division of Environmental Analysis, Storm Water Liaison Program, Sacramento, CA, February, 156 p. http://www.dot.ca.gov/hq/oppd/stormwtr/guidance/CT-Hydromodification- Requirements-Guidance.pdf. Castellarin, A., G. Botter, D. A. Hughes, S. Liu, T. B. M. J. Ouarda, J. Parajka, D. Post, M. Sivapalan, C. Spence, A. Viglione, and R. M. Vogel. 2012. “Chapter 7: Prediction of Flow Duration Curves in Ungauged Basins” in G. Blöschl, M. Sivapalan, T. Wagener, A. Viglione, and H. Savenije (Eds.): Runoff Prediction in Ungauged Basins: Synthesis Across Processes, Places and Scales, pp. 135–162, Cambridge University Press, New York, NY. Cheng, L., M. Yaeger, A. Viglione, E. Coopersmith, S. Ye, and M. Sivapalan. 2012. “Exploring the Physical Controls of Regional Patterns of Flow Duration Curves–Part 1: Insights from Statistical Analyses.” Hydrology and Earth System Sciences, Vol. 16, No. 11, pp. 4435–4446, DOI: 10.5194/hess-16-4435-2012. References

References 65 Church, M. 2006. “Bed Material Transport and the Morphology of Alluvial River Channels.” Annual Review of Earth and Planetary Sciences, Vol. 34, No. 1, pp. 325–354, DOI: 10.1146/annurev.earth.33.092203.122721. Copeland, R. R., P. J. Soar, and C. R. Thorne. 2005. “Channel-forming Discharge and Hydraulic Geometry Width Predictors in Meandering Sand-Bed Rivers” in R. Walton (Ed.), Impacts of Global Climate Change, pp. 1–12, World Water and Environmental Resources Congress 2005, Anchorage, AL, May 15–19, DOI: 10.1061/ 40792(173)568. Dietrich, W. E., J. W. Kirchner, H. Ikeda, and F. Iseya. 1989. “Sediment Supply and the Development of the Coarse Surface Layer in Gravel-bedded Rivers.” Nature, Vol. 340, pp. 215–217, DOI: 10.1038/340215a0. Doyle, M. W., D. Shields, K. F. Boyd, P. B. Skidmore, and D. Dominick. 2007. “Channel-Forming Discharge Selection in River Restoration Design.” Journal of Hydraulic Engineering, Vol. 133, No. 7, pp. 831–837, DOI: 10.1061/(ASCE)0733-9429(2007)133:7(831). Fennessey, N., and R. M. Vogel. 1990. “Regional Flow-Duration Curves for Ungauged Sites in Massachusetts.” Journal of Water Resources Planning and Management, Vol. 116, No. 4, pp. 530–549, DOI: 10.1061/(ASCE) 0733-9496(1990)116:4(530). Ganora, D., P. Claps, F. Laio, and A. Viglione. 2009. “An Approach to Estimate Nonparametric Flow Duration Curves in Ungauged Basins.” Water Resources Research, Vol. 45, No. 10, pp. 1–10, DOI: 10.1029/2008WR007472. Gilbert, R. O. 1987. Statistical Methods for Environmental Pollution Monitoring. John Wiley & Sons, New York, NY. Graf, W. L. 1977. “Network Characteristics in Suburbanizing Streams.” Water Resources Research, Vol. 13, No. 2, pp. 459–463, DOI: 10.1029/WR013i002p00459. Hamed, K. H. 2008. “Trend Detection in Hydrologic Data: The Mann-Kendall Trend Test Under the Scaling Hypothesis.” Journal of Hydrology (Amsterdam), Vol. 349, Nos. 3–4, pp. 350–363, DOI: 10.1016/j.jhydrol. 2007.11.009. Hawley, R. J., B. P. Bledsoe, E. D. Stein, and B. E. Haines. 2012. “Channel Evolution Model of Semiarid Stream Response to Urban-Induced Hydromodification.” Journal of the American Water Resources Association, Vol. 48, No. 4, pp. 722–744, DOI: 10.1111/j.1752-1688.2012.00645.x. Hotchkiss, R. H., and C. M. Frei. 2007. “Design for Fish Passage at Roadway-Stream Crossings: Synthesis Report.” Publication No. FHWA-HIF-07-033, U.S. Department of Transportation, Federal Highway Administration, McLean, VA, 280 p. http://www.fhwa.dot.gov/engineering/hydraulics/pubs/07033/07033.pdf. Indiana Department of Environmental Management. 2013. “Escherichia Coli and Impaired Biotic Community Total Maximum Daily Load Report for the Big Raccoon Creek Watershed.” Draft report prepared for the U.S. Environmental Protection Agency Region 5, 148 p. http://www.in.gov/idem/nps/files/tmdl_big_raccoon_ report.pdf. Kahya, E., and S. Kalayci. 2004. “Trend Analysis of Streamflow in Turkey.” Journal of Hydrology (Amsterdam), Vol. 289, Nos. 1–4, pp. 128–144, DOI: 10.1016/j.jhydrol.2003.11.006. Kendall, M. G. 1975. Rank Correlation Methods (Fourth Edition). Charles Griffin, London, UK. King, J. G., W. W. Emmett, P. J. Whiting, R. P. Kenworthy, and J. J. Barry. 2004. “Sediment Transport Data and Related Information for Selected Coarse-Bed Streams and Rivers in Idaho.” General Technical Report RMRS-GTR-131, U.S. Department of Agriculture, Forest Service, Rocky Mountain Research Station, 26 p. https://www.treesearch.fs.fed.us/pubs/6704. Kumar, S., V. Merwade, J. Kam, and K. Thurner. 2009. “Streamflow Trends in Indiana: Effects of Long-Term Persistence, Precipitation, and Subsurface Drains.” Journal of Hydrology (Amsterdam), Vol. 374, Nos. 1–2, pp. 171–183, DOI: 10.1016/j.jhydrol.2009.06.012. Lagasse, P. F., L. W. Zevenbergen, W. J. Spitz, and L. A. Arneson. 2012. Hydraulic Engineering Circular No. 20: Stream Stability at Highway Structures (Fourth Edition). Publication No. FHWA-HIF-12-004. Department of Transportation, Federal Highway Administration, April, 328 p. http://www.fhwa.dot.gov/engineering/ hydraulics/pubs/hif12004.pdf. Ley, R., M. C. Casper, H. Hellebrand, and R. Merz. 2011. “Catchment Classification by Runoff Behavior with Self-Organizing Maps (SOM).” Hydrology and Earth System Sciences, Vol. 15, No. 9, pp. 2947–2962, DOI: 10.5194/hess-15-2947-2011. Limerinos, J. T. 1970. “Determination of the Manning Coefficient from Measured Bed Roughness in Natural Channels.” U.S. Geological Survey Water-Supply Paper 1898-B, 47 p., U.S. Government Printing Office, Washington, DC. http://pubs.usgs.gov/wsp/1898b/report.pdf. Mann, H. B. 1945. “Non-parametric Tests Against Trend.” Econometrica, Vol. 13, No. 3, pp. 245–259, DOI: 10.2307/ 1907187. Milly, P. C. D. 2007. “Stationarity is Dead.” Ground Water News & Views, Vol. 4, No. 1, pp. 6–8. Montgomery, D. R., and J. M. Buffington. 1997. “Channel-Reach Morphology in Mountain Drainage Basins.” Geological Society of America Bulletin, Vol. 109, No. 5, pp. 596–611, DOI: 10.1130/0016-7606(1997)109<0596: CRMIMD>2.3.CO;2. Musiake, K., S. Inokuti, and Y. Takahasi. 1975. “Dependence of Low Flow Characteristics on Basin Geology in Mountainous Areas of Japan” in The Hydrological Characteristics of River Basins, Symposium of Tokyo,

66 Guidelines for Design Hydrology for Stream Restoration and Channel Stability December. IAHS Publication No. 117. International Association of Hydrologic Sciences, Wallingford, Oxfordshire, UK, pp. 147–156. Nanson, G. C., and J. C. Croke. 1992. “A Genetic Classification of Floodplains.” Geomorphology, Vol. 4, No. 6, pp. 459–486, DOI: 10.1016/0169-555X(92)90039-Q. Natural Resources Conservation Service (NRCS). 1986. “Urban Hydrology for Small Watersheds.” Technical Release 55, U.S. Department of Agriculture, 164 p. http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/ stelprdb1044171.pdf. NRCS. 2007. “Chapter 4: Stream Restoration Design Process.” In: Part 654 National Engineering Handbook, U.S. Department of Agriculture, Washington, DC. Niraula, R., T. Meixner, and L. M. Norman. 2015. “Determining the Importance of Model Calibration for Fore- casting Absolute/Relative Changes in Streamflow from LULC and Climate Changes.” Journal of Hydrology (Amsterdam), Vol. 522, pp. 439–451, DOI: 10.1016/j.jhydrol.2015.01.007. Parker, G. 1990. “Surface-Based Bedload Transport Relation for Gravel Rivers.” Journal of Hydraulic Research, Vol. 28, No. 4, pp. 417–436, DOI: 10.1080/00221689009499058. Poff, N. 1996. “A Hydrogeography of Unregulated Streams in the United States and an Examination of Scale- Dependence in Some Hydrological Descriptors.” Freshwater Biology, Vol. 36, No. 1, pp. 71–79, DOI: 10.1046/ j.1365-2427.1996.00073.x. Praskievicz, S., and H. Chang. 2009. “A Review of Hydrological Modelling of Basin-Scale Climate Change and Urban Development Impacts.” Progress in Physical Geography, Vol. 33, No. 5, pp. 650–671, DOI: 10.1177/0309133309348098. Reid, L. M., and T. Dunne. 1996. Rapid Evaluation of Sediment Budgets. Vol. 29, Geo-Ecology Texts. Catena Verlag, Reiskirchen, Germany, 164 p. Reidy Liermann, C. A., J. D. Olden, T. J. Beechie, M. J. Kennard, P. B. Skidmore, C. P. Konrad, and H. Imaki. 2012. “Hydrogeomorphic Classification of Washington State Rivers to Support Emerging Environmental Flow Management Strategies.” River Research and Applications, Vol. 28, No. 9, pp. 1340–1358, DOI: 10.1002/ rra.1541. Rosburg, T. 2015. “Flow Duration Curves and Sediment Yield Estimation for Urbanizing Watersheds.” M.S. Thesis, Colorado State University, Department of Civil and Environmental Engineering, Fort Collins, CO. Rosgen, D. L. 1994. “A Classification of Natural Rivers.” Catena, Vol. 22, No. 3, pp. 169–199, DOI: 10.1016/ 0341-8162(94)90001-9. Sawicz, K. A., C. Kelleher, T. Wagener, P. Troch, M. Sivapalan, and G. Carrillo. 2014. “Characterizing Hydro- logic Change Through Catchment Classification.” Hydrology and Earth System Sciences, Vol. 18, No. 1, pp. 273–285, DOI: 10.5194/hess-18-273-2014. Schumm, S. A., M. D. Harvey, and C. C. Watson. 1984. Incised Channels: Morphology, Dynamics, and Control. Water Resources Publications LLC, Littleton, CO. Searcy, J. K. 1959. “Flow-Duration Curves, Manual of Hydrology: Part 2. Low-Flow Techniques.” Geological Survey Water-Supply Paper 1542-A, Geological Survey, U.S. Government Printing Office, Washington, DC, 33 p. Shields Jr., F. D., R. R. Copeland, P. C. Klingeman, M. W. Doyle, and A. Simon. 2003. “Design for Stream Resto- ration.” Journal of Hydraulic Engineering, Vol. 129, No. 8, pp. 575–584, DOI: 10.1061/(ASCE)0733-9429 (2003)129:8(575). Shields Jr., F. D., R. R. Copeland, P. C. Klingeman, M. W. Doyle, and A. Simon. 2008. “Chapter 9: Stream Restora- tion” in M. Garcia (Ed.): Sedimentation Engineering: Processes, Measurements, Modeling, and Practice, Manual of Practice (MOP) 110, pp. 461–503. DOI: 10.1061/9780784408148.ch09. Smakhtin, V. Y. 1997. “Regional Low-Flow Studies in South Africa” in A. Gustard, S. Blazkova, M. Brilly, S. Demuth, J. Dixon, H. van Lanen, C. Llasat, S. Mkhandi, and E. Servat (Eds.): Regional Hydrology: Concepts and Models for Sustainable Water Resource Management, Third International Conference on FRIEND, IAHS Publication No. 246, pp. 125–132, International Association of Hydrologic Sciences, Wallingford, Oxfordshire, UK. Snyder & Associates, Inc. 2013. “Fourmile Creek Watershed Study.” Final Report. Ankeny, IA. www.fourmilecreek watershed.org/FourmileCreek/FMCW_1_Report_Final-Web.pdf, accessed June 30, 2015. Soar, P. J., and C. R. Thorne. 2001. “Channel Restoration Design for Meandering Rivers.” Technical Report No. ERDC/CHL CR-01-1, Coastal and Hydraulics Laboratory, U.S. Army, Engineer Research and Develop- ment Center, Vicksburg, MS. http://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1043218.pdf. Soar, P. J., and C. R. Thorne. 2011. “Design Discharge for River Restoration” in A. Simon, S. J. Bennett, and J. M. 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References 67 U.S. Forest Service. 2008. Stream Simulation: An Ecological Approach to Providing Passage for Aquatic Organisms at Road-Stream Crossings. Report 0877 1801—SDTDC (San Dimas Technology and Development Center), U.S. Department of Agriculture, Forest Service, National Technology and Development Program, San Dimas, CA, May, 646 p. http://www.stream.fs.fed.us/fishxing/aop_pdfs.html. U.S. Geological Survey. 2012. “The StreamStats Program.” Website. http://streamstats.usgs.gov. van den Berg, J. H. 1995. “Prediction of Alluvial Channel Pattern of Perennial Rivers.” Geomorphology, Vol. 12, No. 4, pp. 259–279, DOI: 10.1016/0169-555X(95)00014-V. Vigil, J. F., R. J. Pike, and D. G. Howell. 2000. “A Tapestry of Time and Terrain.” Geologic Investigations Series 2720, U.S. Geological Survey, 1 plate scale 1:2,500,000, 1 pamphlet. http://pubs.usgs.gov/imap/i2720/. Villarini, G., F. Serinaldi, J. A. Smith, and W. F. Krajewski. 2009. “On the Stationarity of Annual Flood Peaks in the Continental United States During the 20th Century.” Water Resources Research, Vol. 45, No. 8, DOI: 10.1029/2008WR007645. Walsh, C. J., A. H. Roy, J. W. Feminella, P. D. Cottingham, P. M. Groffman, and R. P. Morgan. 2005. “The Urban Stream Syndrome: Current Knowledge and the Search for a Cure.” Journal of the North American Benthological Society, Vol. 24, No. 3, pp. 706–723, DOI: 10.1899/04-028.1. Watson, C. C., D. Dubler, and S. R. Abt. 1997. “Design Hydrology Investigations.” Demonstration Erosion Control Project Report, Colorado State University, Fort Collins, CO, submitted to the U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS, 72 p. Whiting, P. J., and J. B. Bradley. 1993. “A Process-Based Classification System for Headwater Streams.” Earth Surface Processes and Landforms, Vol. 18, No. 7, pp. 603–612, DOI: 10.1002/esp.3290180704. Wilcock, P. R., and S. T. Kenworthy. 2002. “A Two-Fraction Model for the Transport of Sand/Gravel Mixtures.” Water Resources Research, Vol. 38, No. 10, pp. 12-1–12-12, DOI: 10.1029/2001WR000684. Wilcock, P. R., and J. C. Crowe. 2003. “Surface-Based Transport Model for Mixed-size Sediment.” Journal of Hydraulic Engineering, Vol. 129, No. 2, pp. 120–128, DOI: 10.1061/(ASCE)0733-9429(2003)129:2(120). Wilcock, P. R., S. T. Kenworthy, and J. C. Crowe. 2001. “Experimental Study of the Transport of Mixed Sand and Gravel.” Water Resources Research, Vol. 37, No. 12, pp. 3349–3358, DOI: 10.1029/2001WR000683.

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TRB's National Cooperative Highway Research Program (NCHRP) Research Report 853: Guidance for Design Hydrology for Stream Restoration and Channel Stability provides written guidance and interactive tools to help hydraulic engineers assess the current conditions adjacent to a stream crossing and in the upstream watershed. Specifically, the guidance and tools provide support in assessing the current conditions adjacent to a stream crossing and in the upstream watershed to determine design effort, performing the appropriate hydrological and geomorphic analysis using a set of analytical and analog tools, and designing the channel through the stream crossing for stability and sediment balance.

In addition to the report, users can download the contractor’s final report; the spreadsheet-based Capacity Supply Ratio Stable Channel Design Tool (CSR Tool) for computing analytical channel designs that account for the full spectrum of sediment transporting events; an example of the CSR Tool being used on a sand bed stream (Big Raccoon); and an example of the CSR Tool being used on a gravel/cobble bed stream (Red River).

Disclaimer - This software is offered as is, without warranty or promise of support of any kind either expressed or implied. Under no circumstance will the National Academy of Sciences, Engineering, and Medicine or the Transportation Research Board (collectively "TRB") be liable for any loss or damage caused by the installation or operation of this product. TRB makes no representation or warranty of any kind, expressed or implied, in fact or in law, including without limitation, the warranty of merchantability or the warranty of fitness for a particular purpose, and shall not in any case be liable for any consequential or special damages.

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