Capítulo de livro Revisado por pares

Design Discharge for River Restoration

2011; American Geophysical Union; Linguagem: Inglês

10.1029/2010gm001009

ISSN

2328-8779

Autores

Philip J. Soar, Colin R. Thorne,

Tópico(s)

Hydrology and Watershed Management Studies

Resumo

Design Discharge for River Restoration Philip J. Soar, Philip J. Soar Department of Geography, University of Portsmouth, Portsmouth, UKSearch for more papers by this authorColin R. Thorne, Colin R. Thorne School of Geography, University of Nottingham, Nottingham, UKSearch for more papers by this author Philip J. Soar, Philip J. Soar Department of Geography, University of Portsmouth, Portsmouth, UKSearch for more papers by this authorColin R. Thorne, Colin R. Thorne School of Geography, University of Nottingham, Nottingham, UKSearch for more papers by this author Book Editor(s):Andrew Simon, Andrew SimonSearch for more papers by this authorSean J. Bennett, Sean J. BennettSearch for more papers by this authorJanine M. Castro, Janine M. CastroSearch for more papers by this author First published: 01 January 2011 https://doi.org/10.1029/2010GM001009Citations: 8Book Series:Geophysical Monograph Series AboutPDFPDF ToolsRequest permissionExport citationAdd to favoritesTrack citation ShareShareShare a linkShare onEmailFacebookTwitterLinkedInRedditWechat Summary This chapter contains sections titled: Introduction: Design Discharge in the River Restoration Process Dominant Discharge Concept Approaches to Calculating the Design Discharge Progress and Prospects: Toward the Use of Multiple Design Discharges Conclusions References P., Ackers (1993), Stage-discharge functions for two-stage channels: The impact of new research, J. Inst. Water Environ. Manage., 7, 52–61. P., Ackers, and F. G. Charlton (1970a), The geometry of small meandering streams, Proc. Inst. Civ. Eng. Pap., XII, suppl. 7328S, 289–317. P., Ackers, and F. G. Charlton (1970b), Meander geometry arising from varying flows, J. Hydrol., 11, 230–252. E. D., Andrews (1980), Effective and bankfull discharges of streams in the Yampa River basin, Colorado and Wyoming, J. Hydrol., 46, 311–330. E. D., Andrews (1984), Bed-material entrainment and hydraulic geometry of gravel-bed rivers in Colorado, Geol. Soc. Am. Bull., 95, 371–378. E. D., Andrews, and J. M. Nankervis (1995), Effective discharge and the design of channel maintenance flows for gravel-bed rivers, in Natural and Anthropogenic Influences in Fluvial Geomorphology, Geophys. Monogr. Ser., vol. 89, edited by J. E. Costa et al., pp. 151–164, AGU, Washington, D. C. P. E., Ashmore, and T. J. Day (1988), Effective discharge for suspended sediment transport in streams of the Saskatchewan River basin, Water Resour. Res., 24(6), 864–870. P. J., Ashworth, and R. I. Ferguson (1989), Size-selective entrainment of bed load in gravel bed streams, Water Resour. Res., 25(4), 627–634. S., Atabay, D. W. Knight, and G. Seckin (2005), Effects of overbank flow on fluvial sediment transport rates, Proc. Inst. Civ. Eng. Water Manage, 158, 25–34. V. R., Baker (1977), Stream-channel response to floods, with examples from central Texas, Geol. Soc. Am. Bull., 88, 1057–1071. J. J., Barry, J. M. Buffington, P. Goodwin, J. G. King, and W. W. Emmett (2008), Performance of bed-load transport equations relative to geomorphic significance: Predicting effective discharge and its transport rate, J. Hydraul. Eng., 134(5), 601–615. R. J., Batalla, and M. Sala (1995), Effective discharge for bedload transport in a subhumid Mediterranean sandy gravel-bed river (Arbucies, north-east Spain), in River Geomorphology, edited by E. J. Hickin, pp. 93–103, John Wiley, Chichester, U. K. M. A., Benson, and D. M. Thomas (1966), A definition of dominant discharge, Bull. Int. Assoc. Sci. Hydrol., XI, 76–80. D. S., Biedenharn, and C. R. Thorne (1994), Magnitude frequencyanalysis of sediment transport in the Lower Mississippi River, Regul. River, 9(4), 237–251. D. S., Biedenharn, C. D. Little, and C. R. Thorne (1987), Magnitude and frequency analysis of large rivers, in Proceedings of the 1987 National Conference on Hydraulic Engineering, edited by R. M. Ragan, pp. 782–787, Am. Soc. of Civ. Eng., New York. D. S., Biedenharn, R. R. Copeland, C. R. Thorne, P. J. Soar, R. D. Hey, and C. C. Watson (2000), Effective discharge calculation: A practical guide, ERDC/CHL Tech. Rep. TR-00-15, 48 pp., Eng. Res. and Dev. Cent., U.S. Army Corps of Eng., Vicksburg, Miss. D. S., Biedenharn, C. R. Thorne, P. J. Soar, R. D. Hey, and C. C. Watson (2001), Effective discharge calculation guide, Int. J. Sediment Res., 16(4), 445–459. D. M., Bjerklie (2007), Estimating the bankfull velocity and discharge for rivers using remotely sensed river morphology information, J. Hydrol., 341(3–4), 144–155. T., Blench (1952), Regime theory for self-formed sediment bearing channels, Trans. Am. Soc. Civ. Eng., 117, 383–400. T., Blench (1957), Regime Behaviour of Canals and Rivers, 137 pp., Butterworths Sci., London, U. K. D. I., Bray (1972), Generalized regime-type analysis of Alberta rivers, unpublished Ph.D. thesis, Univ. of Alberta, Edmonton, Alberta, Canada. D. I., Bray (1973), Regime relations for Alberta gravel bed rivers, in Fluvial Processes and Sedimentation, Proceedings of the Hydrology Symposium, University of Alberta, Edmonton, Alberta, pp. 440–452, Natl. Res. Counc. of Canada, Ottawa, Ont., Canada. D. I., Bray (1975), Representative discharges for gravel-bed rivers in Alberta, Canada, J. Hydrol., 27, 143–153. D. I., Bray (1982), Regime equations for gravel-bed rivers, in Gravel-Bed Rivers, edited by R. D. Hey et al., pp. 517–542, John Wiley, Chichester, U. K. A., Brookes (1987), River channel adjustments downstream from channelization works in England and Wales, Earth Surf. Processes Landforms, 12(4), 337–351. G. W., Brunner (2010), HEC-RAS river analysis system hydraulic reference manual, version 4.1, Rep. CPD-69, Hydrol. Eng. Cent., U.S. Army Corps of Eng., Davis, Calif. L. M., Brush (1961), Drainage basins, channels and flow characteristics of selected streams in central Pennsylvania, U.S. Geol. Surv. Prof. Pap., 282F, 145–181. D. E., Burkham (1972), Channel changes of the Gila River in Safford Valley, Arizona. 1846-1970, U.S. Geol. Surv. Prof. Pap., 655G. P., Carling (1988), The concept of dominant discharge applied to 2 gravel-bed streams in relation to channel stability thresholds, Earth Surf. Processes Landforms, 13(4), 355–367. C. W., Carlston (1965), The relation of free meander geometry to stream discharge and its geomorphic implications, Am. J. Sci., 263, 864–885. J. M., Castro, and P. L. Jackson (2001), Bankfull discharge recurrence intervals and regional hydraulic geometry relationships: Patterns in the Pacific Northwest, USA, J. Am. Water Resour. Assoc., 37(5), 1249–1262. Centre for Ecology and Hydrology (2007), Flood Estimation Handbook [CD-ROM], version 2.0, Wallingford, U. K. J. J., Chaplin (2005), Development of regional curves relating bankfull-channel geometry and discharge to drainage area for streams in Pennsylvania and selected areas of Maryland, U.S. Geol. Surv. Sci. Invest. Rep., 2005-5147, 34 pp. F. G., Charlton, P. M. Brown, and R. W. Benson (1978), The hydraulic geometry of some gravel rivers in Britain, Rep. IT 180, Hydraul. Res. Stn., Wallingford, U. K. R. R., Copeland (1994), Application of channel stability methods— Case studies, Tech. Rep. HL-94-11, Waterways Exp. Stn. U.S. Army Corps of Eng., Vicksburg, Miss. R. R., Copeland, P. J. Soar, and C. R. Thorne (2005), Channelforming discharge and hydraulic geometry width predictors in meandering sand-bed rivers, paper presented at 2005 World Water and Environmental Resources Congress, Am. Soc. of Civ. Eng., Anchorage, Alaska. J. E., Costa, and J. E. O'Connor (1995), Geomorphically effective floods, in Natural and Anthropogenic Influences in Fluvial Geomorphology, Geophys. Monogr. Ser., vol. 89, edited by J. E. Costa et al., pp. 45–56, AGU, Washington, D. C. D. W., Crowder, and H. V. Knapp (2005), Effective discharge recurrence intervals of Illinois streams, Geomorphology, 64(3–4), 167–184. S. K., Davidson, and C. P. North (2009), Geomorphological regional curves for prediction of drainage area and screening modern analogues for rivers in the rock record, J. Sediment Res., 79(10), 773–792. R. C., De Rose, M. J. Stewardson, and C. Harman (2008), Downstream hydraulic geometry of rivers in Victoria, Australia, Geomorphology, 99(1–4), 302–316. B. A., Doll, D. E. Wise-Frederick, C. M. Buckner, S. D. Wilkerson, W. A. Harman, R. E. Smith, and J. Spooner (2002), Hydraulic geometry relationships for urban streams throughout the piedmont of North Carolina, J. Am. Water Resour. Assoc., 38(3), 641–651. P. W., Downs, and C. R. Thorne (1996), A geomorphological justification of river channel reconnaissance surveys, Trans. Inst. Br. Geogr., 21(3), 455–468. P. W., Downs, and C. R. Thorne (1998), Design principles and suitability testing for rehabilitation in a flood defence channel: The River Idle, Nottinghamshire, UK, Aquat. Conserv. Mar. Freshwater Ecosyst., 8, 17–38. P. W., Downs, K. Skinner, and P. J. Soar (1999), Muddy waters: Issues in assessing the impact of in-stream structures for river restoration, in Second Australian Stream Management Conference: The Challenge of Rehabilitating Australia's Streams, Adelaide, South Australia, edited by I. Rutherford and R. Bartley, pp. 211–217, Coop. Res. Cent. for Catchment Hydrol., Monash Univ., Clayton, Vict., Australia. M. W., Doyle, and C. A. Shields (2008), An alternative measure of discharge effectiveness, Earth Surf. Processes Landforms, 33(2), 308–316. M. W., Doyle, K. F. Boyd, and P. B. Skidmore (1999), River restoration channel design: Back to the basics of dominant discharge, paper presented at Stream Corridors: Adaptive Management and Design, Second International Conference on Natural Channel Systems, Inst. for Watershed Sci., Niagara Falls, Ont., Canada. M. W., Doyle, E. H. Stanley, D. L. Strayer, R. B. Jacobson, and J. C. Schmidt (2005), Effective discharge analysis of ecological processes in streams, Water Resour. Res., 41, W11411, doi:10.1029/2005WR004222. M. W., Doyle, D. Shields, K. F. Boyd, P. B. Skidmore, and D. Dominick (2007), Channel-forming discharge selection in river restoration design, J. Hydraul. Eng., 133(7), 831–837. R. W., Dudley (2005), Hydraulic-geometry relations for rivers in coastal and central Maine, U.S. Geol. Surv. Sci. Invest. Rep., 2004-5042, 30 pp. S., Dufour, and H. Piégay (2009), From the myth of a lost paradise to targeted river restoration: Forget natural references and focus on human benefits, River Res. Appl., 25(5), 568–581. T., Dunne, and L. B. Leopold (1978), Water in Environmental Planning, 818 pp., W. H. Freeman, San Francisco, Calif. G. H., Dury (1961), Bankfull discharge: An example of its statistical relationships, Bull. Int. Assoc. Sci. Hydrol., 6(3), 48–55. G. H., Dury (1973), Magnitude-frequency analysis and channel morphology, in Fluvial Geomorphology, Binghamton Symp. Geomorphol., vol. 4, edited by M. Morisawa, pp. 91–121, State Univ. of N. Y. at Binghamton, Binghamton. G. H., Dury (1976), Discharge prediction, present and former, from channel dimensions, J. Hydrol., 30, 219–245. W. W., Emmett (1972), The hydraulic geometry of some Alaskan streams south of the Yukon River, U.S. Geol. Surv. Open File Rep., 72–108. W. W., Emmett (1975), The channels and waters of the Upper Salmon River area, Idaho, U.S. Geol. Surv. Prof. Pap., 870A. Emmett,W. W., and M. G. Wolman (2001), Effective discharge and gravel-bed rivers, Earth Surf. Processes Landforms, 26, 1369–1380. D. A., Ervine, B. B. Willetts, R. H. J. Sellin, and M. Lorena (1993), Factors affecting conveyance in meandering compound flows, J. Hydraul. Eng., 119(12), 1383–1399. J. M., Faustini, P. R. Kaufmann, and A. T. Herlihy (2009), Downstream variation in bankfull width of wadeable streams across the conterminous United States, Geomorphology, 108(3–4), 292–311. Federal Interagency Stream Restoration Working Group (1998), National Engineering Handbook, Part 653, Stream Corridor Restoration: Principles, Processes and Practices, U.S. Dep. of Agric., Washington, D. C. N. M., Fenneman, and D. W. Johnson (1946), Physical divisions of the United States, map, scale 1:7,000,000, U.S. Geol. Surv., Washington D. C. Forest Service, U.S. Department of Agriculture (1995), A Guide to Field Identification of Bankfull Stage in the Western United States [DVD], Stream Syst. Technol. Cent., Fort Collins, Colo. Forest Service, U.S. Department of Agriculture (2003), Identifying Bankfull Stage in Forested Streams in the Eastern United States [DVD], 46 min., Stream Syst. Technol. Cent., Fort Collins, Colo. P., Goodwin (2004), Analytical solutions for estimating effective discharge, J. Hydraul. Eng., 130(8), 729–738. A., Gupta, and H. Fox (1974), Effects of high magnitude floods on channel form: A case study in Maryland piedmont, Water Resour. Res., 10(3), 499–509. J. T., Hack, and J. C. Goodlett (1960), Geomorphology and forest ecology of a mountain region in the central Appalachian, U.S. Geol. Surv. Prof. Pap., 347. D. M., Hannah, J. P. Sadler, and P. J. Wood (2007), Hydroecology and ecohydrology: A potential route forward?, Hydrol. Processes, 21, 3385–3390. C., Harman, M. Stewardson, and R. DeRose (2008), Variability and uncertainty in reach bankfull hydraulic geometry, J. Hydrol., 351(1–2), 13–25. C. C., Harrelson, C. L. Rawlins, and J. P. Potyondy (1994), Stream channel reference sites: An illustrated guide to field technique, Gen. Tech. Rep. RM 245, Rocky Mt. For. and Range Exp. Stn., For. Serv., U.S. Dep. of Agric., Fort Collins, Colo. A. M., Harvey (1969), Channel capacity and the adjustment of streams to hydrologic regime, J. Hydrol., 8, 82–98. R. D., Hey (1975), Design discharge for natural channels, in Science, Technology and Environmental Management, edited by R. D. Hey and T. D. Davies, pp. 73–88, Saxon House, Farnborough, U. K. R. D., Hey (1978), Determinate hydraulic geometry of river channels, J. Hydraul. Div. Am. Soc. Civ. Eng., 104(6), 869–885. R. D., Hey (1982), Design equations for mobile gravel-bed rivers, in Gravel-Bed Rivers, edited by R. D. Hey et al., pp. 553–574, John Wiley, Chichester, U. K. R. D., Hey (1994), Environmentally sensitive river engineering, in The Rivers Handbook, vol. 2, edited by P. Calow and G. E. Petts, pp. 337–362, Blackwell, Oxford, U. K. R. D., Hey (1997), Stable river morphology, in Applied Fluvial Geomorphology for River Engineering and Management, edited by C. R. Thorne et al., pp. 223–236, John Wiley, Chichester, U. K. R. D., Hey (1998), Frequency and duration of bankfull flow and application for natural channel design, in Engineering Approaches to Ecosystem Restoration, Proceedings of the Wetlands Engineering and River Restoration Conference [CD-ROM], edited by D. F. Hayes, Am. Soc. of Civ. Eng., Reston, Va. R. D., Hey (2006), Fluvial geomorphological methodology for natural stable channel design, J. Am. Water Resour. Assoc., 42(2), 357–374. R. D., Hey, and G. L. Heritage (1988), Dominant discharge in alluvial channels, paper presented at International Conference on Fluvial Hydraulics, Res. Cent. for Water Resour. Manage., Budapest. R. D., Hey, and C. R. Thorne (1986), Stable channels with mobile gravel beds, J. Hydraul. Eng., 112(8), 671–689. E. J., Hickin (1968), Channel morphology, bankfull stage and bankfull discharge of streams near Sydney, Aust. J. Sci., 30, 274–275. M. G. R., Holmes, A. R. Young, A. G. Gustard, and R. Grew (2002), A region of influence approach to predicting flow duration curves within ungaged catchment, Hydrol. Earth Syst. Sci., 6(4), 721–731. C. C., Inglis (1941), Digest of answers to the Central Board of Irrigation questionnaire on meandering of rivers with comments on factors controlling meandering and suggestions for future actions, in Central Board of Irrigation Annual Report (Technical), 1939–1940 Session, edited by A. R. B. Edgecombe, Publ. 24, pp. 100–114, New Delhi India. C. C., Inglis (1947), Meanders and their bearing on river training, Pap. 7, 54 pp., Mar. and Waterw. Eng. Div., Inst. of Civ. Eng., New Delhi, India. C. C., Inglis (1949), The behaviour and control of rivers and canals (with the aid of models), Res. Publ. 13, Part 1, 298 pp., Cent. Water Power, Irrig. and Nav. Res. Stn., Poona, India. Institute of Hydrology (1999), Flood Estimation Handbook, 5 vols., Inst. of Hydrol., Wallingford, U. K. M. E., Jennings, W. O. Thomas Jr., and H. C. Riggs (1994), Nationwide summary of U.S. Geological Survey regional regression equations for estimating magnitude and frequency of floods for ungaged sites, U.S. Geol. Surv.Water Resour. Invest. Rep., 94-4002, 196 pp. P. A., Johnson, and B. J. Fecko (2008), Regional channel geometry equations: A statistical comparison for physiographic provinces in the eastern US, River Res. Appl., 24(6), 823–834. P. A., Johnson, and T. M. Heil (1996), Uncertainty in estimating bankfull conditions, Water Resour. Bull., 32(6), 1283–1291. K. E., Juracek, and F. A. Fitzpatrick (2009), Geomorphic applications of stream-gage information, River Res. Appl., 25(3), 329–347. J. N., Keaton, T. Messinger, and E. J. Doheny ( 2005), Development and analysis of regional curves for streams in the non-urban valley and ridge physiographic province, Maryland, Virginia, and West Virginia, U.S. Geol. Surv. Sci. Invest. Rep., 2005-5076, 109 pp. R., Kellerhalls (1967), Stable channels with gravel-paved beds, J. Waterways Harb. Div., Proc. Am. Soc. Civ. Eng., 93(1), 63–84. F. A., Kilpatrick, and H. H. Barnes Jr. (1964), Channel geometry of piedmont streams as related to frequency of floods, U.S. Geol. Surv. Prof. Pap., 4220E. L., Klonsky, and R. M. Vogel (2011), Effective measures of "effective" discharge, J. Geol., 119, 1–14. D. W., Knight, and K. Shiono (1990), Turbulence measurements in a shear layer region of a compound channel, J. Hydraul. Res., 28(2), 175–196. A. D., Knighton (1984), Fluvial Forms and Processes, 218 pp., Arnold, London, U. K. G. M., Kondolf, M. W. Smeltzer, and S. Railsback (2001), Design and performance of a channel reconstruction project in a coastal California gravel-bed stream, Environ. Manage., 28(6), 761–776. E. W., Lane (1955), Design of stable channels, Trans. Am. Soc. Civ. Eng., 120, 1234–1279. E. M., Latrubesse (2008), Patterns of anabranching channels: The ultimate end-member adjustment of mega rivers, Geomorphology, 101(1–2), 130–145. M. A., Lenzi, L. Mao, and F. Comiti (2006), Effective discharge for sediment transport in a mountain river: Computational approaches and geomorphic effectiveness, J. Hydrol., 326(1–4), 257–276. L. B., Leopold (1994), A View of the River, 298 pp., Harvard Univ. Press, Cambridge, Mass. L. B., Leopold, and T. Maddock (1953), The hydraulic geometry of stream channels and some physiographic implications, U.S. Geol. Surv. Prof. Pap., 252. L. B., Leopold, and H. E. Skibitzke (1967), Observations on unmeasured rivers, Geogr. Ann., Ser. A, 49(2/4), 247–255. L. B., Leopold, M. G. Wolman, and J. P. Miller (1964), Fluvial Processes in Geomorphology, 522 pp., W. H. Freeman, London, U. K. J. K., Lyons, M. J. Pucherelli, and R. C. Clark (1992), Sediment transport and channel characteristics of a sand-bed portion of the Green River below Flaming Gorge Dam, Utah, USA, Regul. River., 7, 219–232. J. H., Mackin (1948), Concept of the graded river, Geol. Soc. Am. Bull., 59, 463–512. M. G., Macklin, and J. Lewin (2003), River sediments, great floods and centennial-scale Holocene climate change, J. Quat. Sci., 18(2), 101–105. T. L., McCandless (2003), Maryland stream survey: Bankfull discharge and channel characteristics of streams in the Allegheny Plateau and the Valley and Ridge hydrologic regions, Rep. CBFO-S03-01, 33 pp., Chesapeake Bay Field Off., U.S. Fish and Wildlife Serv., Annapolis, Md. C., Metcalf (2003), Alabama riparian reference reach and regional curve study, report, 32 pp., Panama City Fish. Resour. Off., U.S. Fish and Wildlife Serv., Panama City, Fla. C. K., Metcalf, S. D. Wilkerson, and W. A. Harman (2009), Bankfull regional curves for north and northwest Florida streams, J. Am. Water Resour. Assoc., 45(5), 1260–1272. C. I., Mulvihill, A. Filopowicz, A. Coleman, and B. P. Baldigo (2007), Regionalized equations for bankfull discharge and channel characteristics of streams in New York State: Hydrologic regions 1 and 2 in the Adirondack region of northern New York, U.S. Geol. Surv. Sci. Invest. Rep., 2007-5189, 18 pp. D. B., Nash (1994), Effective sediment-transporting discharge from magnitude-frequency analysis, J. Geol., 102, 79–95. Natural Resources Conservation Service (NRCS) (1999), National Engineering Handbook, Part 630, Hydrology, U.S. Dep. of Agric., Washington, D. C. Natural Resources Conservation Service (NRCS) (2007), National Engineering Handbook, Part 654, Stream Restoration Design, U.S. Dep. of Agric.,Washington, D. C. (Available at http://policy.nrcs.usda.gov/OpenNonWebContent.aspx?content=17807.wba) O., Navratil, M. B. Albert, E. Herouin, and J. M. Gresillon (2006), Determination of bankfull discharge magnitude and frequency: Comparison of methods on 16 gravel-bed river reaches, Earth Surf. Processes Landforms, 31(11), 1345–1363. R., Newbury, and M. Gadbury (1993), Exploration and rehabilitation of hydraulic habitats in streams using principles of fluvial behaviour, Freshwater Biol., 29(2), 195–210. M., Nixon (1959), A study of bankfull discharges of rivers in England and Wales, Proc. Inst. Civ. Eng., 12, 157–174. K. M., Nolan, T. E. Lisle, and H. M. Kelsey (1987), Bankfull discharge and sediment transport in north-western California, in Erosion and Sedimentation in the Pacific Rim, Proceedings of the Corvallis Symposium, edited by R. Beschta et al., IAHS Publ., 65, 439–449. N. R., Nunnally (1967), Definition and identification of channel and overbank deposits and their respective roles in flood-plain formation, Prof. Geogr., 19, 1–4. R. L., Orndorff, and L. Glonek (2004), Effective and bankfull discharge in Great Basin National Park, Nevada, J. Ariz. Nev. Acad. Sci., 36(2), 103–110. R. L., Orndorff, and P. J. Whiting (1999), Computing effective discharge with S-PLUS, Comput. Geosci., 25(5), 559–565. W. R., Osterkamp, and E. R. Hedman (1982), Perennial-streamflow characteristics related to channel geometry and sediment in Missouri River Basin, U.S. Geol. Surv. Prof. Pap., 1242. G., Parker, P. C. Klingerman, and D. G. McClean (1982), Bedload and size distribution in paved gravel-bed streams, J. Hydraul. Div. Am. Soc. Civ. Eng., 108(HY4), 544–571. F., Petit, and A. Pauquet (1997), Bankfull discharge recurrence interval in gravel-bed rivers, Earth Surf. Processes Landforms, 22(7), 685–693. G. E., Petts (1995), Changing river channels: The geographical tradition, in Changing River Channels, edited by A. Gurnell and G. E. Petts, pp. 1–23, John Wiley, Chichester, U. K. G. E., Petts, and C. Amoros (1996), Fluvial Hydrosystems, 322 pp., Chapman and Hall, London, U. K. J. D., Phillips (2002), Geomorphic impacts of flash flooding in a forested headwater basin, J. Hydrol., 269, 236–250. G., Pickup, and W. A. Rieger (1979), A conceptual model of the relationship between channel characteristics and discharge, Earth Surf. Processes Landforms, 4, 37–42. G., Pickup, and R. F. Warner (1976), Effects of hydrologic regime on magnitude and frequency of dominant discharge, J. Hydrol., 29(1–2), 51–75. A. S., Pike, and F. N. Scatena (2010), Riparian indicators of flow frequency in a tropical montane stream network, J. Hydrol., 382(1–4), 72–87. J., Pitlick, and M. M. VanSteeter (1998), Geomorphology and endangered fish habitats of the upper Colorado River 2. Linking sediment transport to habitat maintenance, Water Resour. Res., 34(2), 303–316. J. E., Pizzuto (1986), Flow variability and the bankfull depth of sand-bed streams of the American Midwest, Earth Surf. Processes Landforms, 11(4), 441–450. N. L., Poff, J. D. Allan, M. B. Bain, J. R. Karr, K. L. Prestegaard, B. Richter, R. Sparks, and J. Stromberg (1997), The natural flow regime: A new paradigm for riverine conservation and restoration, BioScience, 47, 769–784. S., Postel, and B. Richter (2003), Rivers for Life: Managing Water for People and Nature, 253 pp., Island Press, Washington, D. C. G. E., Powell, D. Mecklenburg, and A. Ward (2006), Evaluating channel-forming discharges: A study of large rivers in Ohio, Trans. ASABE, 49(1), 35–46. A., Quader, and Y. P. Guo (2009), Relative importance of hydrological and sediment-transport characteristics affecting effective discharge of small urban streams in Southern Ontario, Hydrol. Eng., 14(7), 698–710. A., Radecki-Pawlik (2002), Bankfull discharge in mountain streams: Theory and practice, Earth Surf. Processes Landforms, 27(2), 115–123. N. K., Raphelt (1990), Guidance on the selection and use of sediment discharge formulas, in Hydraulic Engineering: Proceedings of the 1990 National Conference on Hydraulic Engineering, edited by H. H. Chang and J. C. Hill, pp. 198–203, Am. Soc. of Civ. Eng., Reston, Va. D. W., Reed (2002), Reinforcing flood-risk estimation, Philos. Trans. R. Soc. London, Ser. A, 360, 1373–1387. K. S., Richards (1982), Rivers: Form and Process in Alluvial Channels, 361 pp., Methuen, London, U. K. K. G., Ries (2006), The national streamflow statistics program: A computer program for estimating streamflow statistics for ungaged sites, U.S. Geol. Surv. Tech. Methods Rep., 4-A6, 45 pp. S. J., Riley (1972), A comparison of morphometric measures of bankfull, J. Hydrol., 17, 23–31. A. J., Robson, and D. W. Reed (1999), Statistical procedures for flood frequency estimation, in Flood Estimation Handbook (Procedures for Flood Frequency Estimation), vol. 3, 338 pp., Inst. of Hydrol., Wallingford, U. K. D. L., Rosgen (1998), The reference reach—A blueprint for natural channel design, in Engineering Approaches to Ecosystem Restoration, Proceedings of the Wetlands Engineering and River Restoration Conference [CD-ROM], edited by D. F. Hayes, Am. Soc. of Civ. Eng., Reston, Va. D. L., Rosgen (2006a), River restoration using a geomorphic approach for natural channel design, paper presented at Eighth Federal Interagency Sedimentation Conference, Subcomm. on Sediment. Advis. Comm. on Water Inf., Reno, Nev., 2–6 April. D. L., Rosgen (2006b), The natural channel design method for river restoration, in Examining the Confluence of Environmental and Water Concerns, Proceedings of the 2006 World Environmental and Water Resources Congress [CD-ROM], edited by R. Graham, Am. Soc. of Civ. Eng., Reston, Va. S. E., Ryan, L. S. Porth, and C. A. Troendle (2005), Coarse sediment transport in mountain streams in Colorado and Wyoming, USA, Earth Surf. Processes Landforms, 30(3), 269–288. A. P., Schick (1974), Formation and obliteration of desert stream terraces: A conceptual analysis, Z. Geomorphol., 21(Suppl.), 88–105. S. A., Schumm (1960), The shape of alluvial channels in relation to sediment type, U.S. Geol. Surv. Prof. Pap., 352B, 17–30. S. A., Schumm (1967), Meander wavelength of alluvial rivers, Science, 157, 1549–1550. S. A., Schumm (1968), River adjustment to altered hydrologic regimen, Murrumbidgee River and paleochannels, Australia, U. S. Geol. Surv. Prof. Pap., 598. S. A., Schumm, and R. W. Lichty (1963), Channel widening and floodplain construction along Cimarron River in south-western Kansas, U.S. Geol. Surv. Prof. Pap., 352D. D. A., Sear (1994), River restoration and geomorphology, Aquat. Conserv., 4(2), 169–177. D., Sear, M. Newson, C. Hill, J. Old, and J. Branson (2009), A method for applying fluvial geomorphology in support of catchment- scale river restoration planning, Aquat. Conserv., 19(5), 506–519. D., Sear, M. D. Newson, and C. R. Thorne (2010), Guidebook of Applied Fluvial Geomorphology, 257 pp., Thomas Telford, London, U. K. J. M., Sherwood, and C. A. Huitger (2005), Bankfull characteristics of Ohio streams and their relation to peak streamflows, U.S. Geol. Surv. Sci. Invest. Rep., 2007-5153, 38 pp. F. D., Shields , Jr. (1996), Hydraulic and hydrologic stability, in River Channel Restoration: Guiding Principles for Sustainable Projects, edited by A. Brookes and F. D. Shields, pp. 24–74, John Wiley, Chichester, U. K. F. D., Shields , Jr., R. R. Copeland, P. C. Klingeman, M. W. Doyle, and A. Simon (2003), Design for stream restoration, J. Hydraul. Eng., 129(8), 575–584. F. D., Shields , Jr., R. R. Copeland, P. C. Klingeman, M. W. Doyle, and A. Simon (2008), Stream restoration, in Sedimentation Engineering: Processes, Measurements, Modeling, and Practice, ASCE Manuals Rep. Eng. Pract., vol. 110, edited by M. H. García, pp. 461–503, Am. Soc. of Civ. Eng., Reston, Va. K., Shiono, and D. W. Knight (1991), Turbulent open-channel flows with variable depth across the channel, J. Fluid Mech., 222, 617–646. K., Shiono, J. S. Al-Romaih, and D. W. Knight (1999), Stagedischarge assessment in compound meandering channels, J. Hydraul. Eng., 125(1), 66–77. H. M., Sichingabula (1999), Magnitude-frequency characteristics of effective discharge for suspended sediment transport, Fraser River, British Columbia, Canada, Hydrol. Processes, 13(9), 1361–1380. A., Simon, W. Dickerson, and A. Heins (2004), Suspendedsediment transport rates at the 1.5-year recurrence interval for ecoregions of the United States: Transport conditions at the bankfull and effective discharge?, Geomorphology, 58(1–4), 243–262. D. B., Simons, and M. L. Albertson (1960), Uniform water conveyance channels in alluvial material, J. Hydraul. Div. Am. Soc. Civ. Eng., 86, 33–71. P. B., Skidmore, C. R. Thorne, B. L. Cluer, G. R. Pess, J. M. Castro, T. J. Beechie, and C. C. Shea (2011), Science base and tools for evaluating stream engineering, management, and restoration proposals, NOAA technical memorandum, NMFS-NWFSC, U.S. Dep. of Commer., Seattle, Wash., in press. S. M., Smith, and K. L. Prestegaard (2005), Hydraulic performance of a morphology-based stream channel design, Water Resour. Res., 41, W11413, doi:10.1029/2004WR003926. P. J., Soar, and C. R. Thorne (2001), Channel restoration design for meandering rivers, ERDC/CHL Rep. CR-01-1, 429 pp., Eng. Res. and Dev. Cent., U.S. Army Corps of Eng., Vicksburg, Miss. J. G., Speight (1965), Flow and channel characteristics of the Angabunga River, Papau, J. Hydrol., 3, 16–36. M. A., Stevens, D. B. Simons, and E. V. Richardson (1975), Nonequilibrium river form, J. Hydraul. Div. Am. Soc. Civ. Eng., 101, 557–566. N., Surian, L. Mao, M. Giacomin, and L. Ziliani (2009), Morphological effects of different channel-forming discharges in a gravel-bed river, Earth Surf. Processes Landforms, 34(8), 1093–1107. Sweet,W. V., and J. W. Geratz (2003), Bankfull hydraulic geometry relationships and recurrence intervals for North Carolina's Coastal Plain, J. Am. Water Resour. Assoc., 39(4), 861–871. X., Tang, and D. W. Knight (2006), Sediment transport in river models with overbank flows, J. Hydraul. Eng., 132(1), 77–86. W. A., Thomas, R. R. Copeland, and D. N. McComas (2002), SAM Hydraulic Design Package for Channels, U.S. Army Eng. Res. and Dev. Cent., Vicksburg, Miss. C. R., Thorne (1998), Stream Reconnaissance Handbook, 142 pp., John Wiley, Chichester, U. K. C. R., Thorne, A. P. G. Russell, and M. K. Alam (1993), Planform pattern and channel evolution of the Brahmaputra River, Bangladesh, in Braided Rivers, edited by J. L. Best and C. S. Bristow, Geol. Soc. Spec. Publ. London, 75, 257–276. C. R., Thorne, R. G. Allen, and A. Simon (1996), Geomorphological river channel reconnaissance for river analysis, engineering and management, Trans. Inst. Br. Geogr., 21(3), 469–483. J., Tilleard (1999), "Effective discharge" as an aid to river rehabilitation, in Second Australian Stream Management Conference: The Challenge of Rehabilitating Australia's Streams, Adelaide, South Australia, edited by I. Rutherford and R. Bartley, pp. 629–635, Coop. Res. Cent. for Catchment Hydrol., Monash Univ., Clayton, Vict., Australia. M., Torizzo, and J. Pitlick (2004), Magnitude-frequency of bed load transport in mountain streams in Colorado, J. Hydrol., 290(1–2), 137–151. D. P., Turnipseed, and K. G. Ries III (2007), The national streamflow statistics program: Estimating high and low streamflow statistics for ungaged sites, U.S. Geol. Surv. Fact Sheet, 2007–l3010, 4 pp. U. S. Army Corps of Engineers (USACE)(1994), Engineering and design: Channel stability assessment for flood control channels, Eng. Manual 1110-2-1418, CECW-EH-D, U.S. Dep. of the Army, Washington, D. C. R. M., Vogel, J. R. Stedinger, and R. P. Hooper (2003), Discharge indices for water quality loads, Water Resour. Res., 39(10), 1273, doi:10.1029/2002WR001872. J., Warburton (1992), Observations of bedload transport and channel bed changes in a proglacial mountain stream, Arct. Alp. Res., 3, 195–203. C. C., Watson, D. Dubler, and S. R. Abt (1997), Demonstration Erosion Control project report: Design hydrology investigations, report, Waterw. Exp. Stn., U.S. Army Corps of Eng., Vicksburg, Miss. B. W., Webb, and D. E. Walling (1982), The magnitude and frequency characteristics of fluvial transport in the Devon drainage basin and some geomorphological implications, Catena, 9, 9–23. A., Werrity (1997), Short-term changes in channel stability, in Applied Fluvial Geomorphology for River Engineering and Management, edited by C. R. Thorne et al., pp. 48–65, John Wiley, Chichester, U. K. G., Wharton (1992), Flood estimation from channel size—Guidelines for using the channel-geometry method, Appl. Geogr., 12(4), 339–359. G., Wharton (1995a), The channel-geometry method: Guidelines and applications, Earth Surf. Processes Landforms, 20(7), 649–660. G., Wharton (1995b), Information from channel geometrydischarge relations, in Changing River Channels, edited by A. Gurnell and G. E. Petts, pp. 325–346, John Wiley, Chichester, U. K. G., Wharton, N. W. Arnell, K. J. Gregory, and A. M. Gurnell (1989), River discharge estimated from river channel dimensions, J. Hydrol., 106, 365–376. P., Whiting (2002), Streamflow necessary for environmental maintenance, Annu. Rev. Earth Planet. Sci., 30, 181–206. P. J., Whiting, J. F. Samm, D. B. Moog, and R. L. Orndorff (1999), Sediment-transporting flows in headwater streams, Geol. Soc. Am. Bull., 111(3), 450–466. G. V., Wilkerson (2008), Improved bankfull discharge prediction using 2-year recurrence-period discharge, J. Am. Water Resour. Assoc., 44(1), 243–258. G. P., Williams (1978), Bank-full discharges of rivers, Water Resour. Res., 14(6), 1141–1154. M. G., Wolman (1955), The natural channel of Brandywine Creek, Pennsylvania, U.S. Geol. Surv. Prof. Pap., 271. M. G., Wolman, and R. Gerson (1978), Relative scales of time and effectiveness of climate in watershed geomorphology, Earth Surf. Processes Landforms, 3(2), 189–208. M. G., Wolman, and L. B. Leopold (1957), River floodplains: Some observations on their formation, U.S. Geol. Surv. Prof. Pap., 282C. M. G., Wolman, and J. P. Miller (1960), Magnitude and frequency of forces in geomorphic processes, J. Geol., 68, 54–74. K. D., Woodyer (1968), Bankfull frequency in rivers, J. Hydrol., 6, 114–142. C. T., Yang (1996), Sediment Transport: Theory and Practice, 396 pp., McGraw Hill, New York. A. R., Young, R. Grew, and M. G. R. Holmes (2003), Low Flows 2000: A national water resources assessment and decision support tool, Water Sci. Technol., 48(10), 119–126. B., Yu, and M. G. Wolman (1987), Some dynamic aspects of river geometry, Water Resour. Res., 23(3), 501–509. Citing Literature Stream Restoration in Dynamic Fluvial Systems: Scientific Approaches, Analyses, and Tools, Volume 194 ReferencesRelatedInformation

Referência(s)
Altmetric
PlumX