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Last modified
7/14/2009 5:01:47 PM
Creation date
5/20/2009 11:06:29 AM
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UCREFRP
UCREFRP Catalog Number
9446
Author
Stanford, J. A., J. V. Ward, W. J. Liss, C. A. Frissell, R. N. Williams, J. A. Lichatowich and C. C. Coutant
Title
A General Protocol for Restoration of Regulated Rivers
USFW Year
1996
USFW - Doc Type
Regulated Rivers
Copyright Material
YES
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<br /> <br />'" <br /> <br />lporal <br /> <br />it sup- <br />ments. <br />Ilation <br />should <br />om the <br />effects <br /> <br />ts (Fig- <br />onomiC <br />sources <br />lion are <br />~ stock- <br />iictably <br /> <br />:, highly <br />nd tem- <br />iblished <br />hich are <br />:ertainly <br />possible <br />blematic <br /> <br />he chan- <br />~igures 2 <br />ologists) <br />ad in the <br />sediment <br />ing sedi- <br />he realm <br />fowever, <br />., supply- <br /> <br />bed-sedi- <br />Imorpho- <br />lrews and <br />leeded. In <br />nnels and <br />o ri parian <br />~ riparian <br />II directly <br />the dams <br /> <br />colonized <br />s, Reregu- <br />y result in <br />It the con- <br />floods on <br /> <br />RESTORATION OF REGULATED RIVERS <br /> <br />405 <br /> <br />1000 <br /> <br />800 <br /> <br />Natural Hydrograph <br />Regulated Hydrograph <br />Re-Regulated Hydrograph <br /> <br />en <br />:s <br />~ <br /> <br />600 <br /> <br /> <br />w <br />o <br />II: <br />< <br />:J: <br />o <br />~ <br />c <br /> <br />400 <br /> <br />200 <br /> <br />......."............ <br /> <br />". <br /> <br />. .' <br />...,..... <br /> <br />o <br /> <br />o <br /> <br />A <br /> <br />J <br /> <br />A <br /> <br />5 <br /> <br />J <br /> <br />N <br /> <br />o <br /> <br />J <br /> <br />F <br /> <br />M <br /> <br />MONTHS <br /> <br />Figure 6, Simulated annual discharge (m3fs x 10, mean monthly flow) patterns in the Hanford Reach of the Columbia River, USA. <br />The same volume of water passed through the reach in each of the three scenarios (derived from US Geological Survey data. Reston, <br />Virginia, USA) <br /> <br />aggraded rivers and extensive scouring of floodplain surfaces occurs if revetments are breached, Recent <br />floods (1993-1995) of such magnitude in large rivers of western Europe, southern Scandinavia, Bangladesh <br />and the USA provided evidence of the value of vacating floodplains to reduce the human costs and exploit <br />natural flood pulsing (Sparks, 1995) <br />The strong inference for management is to protect uncolonized floodplains by re-establishing periodic <br />overbank flooding, allowing the river to rebuild habitats, Elsewhere, incentives will be needed to get people <br />to vacate floodplains so that revetments can be removed allowing reconnection of channels and floodplains. <br />If that is not practical or desired by stakeholders, development of strategies for reconnecting severed lowland <br />floodplain wetlands and backwaters by use of lateral flow control structures may be useful (Gore, 1985; Gore <br />and Shields, 1995), In situations where alluvial areas have been inundated, it may be possible to lower per- <br />manently the full pool level of the reservoir, allowing riverine cut and fill alluviation to reconfigure and <br />restore drowned floodplains. As in dam removal, this scenario requires careful evaluation because sediment <br />transport dynamics may be different from those that occurred prior to regulation, <br />Whereas peak flows are needed to restore natural habitat heterogeneity, usually stabilization of base- <br />flow fluctuations will also be needed to revitalize the varial zone of the channel (Figure I), Establishment <br />of sustained baseflows restores biodiversity and bioproduction in shallow water habitats, which are cri- <br />tically important to benthic insects that must emerge from the shorelines of rivers, and small fishes that <br />must reside on or near substratum in low velocity habitats (Perry and Perry, 1986; Weisberg et aI., 1990; <br />Travnichek el at" 1995), <br />Reregulation in most rivers can be accomplished without substantially compromising storage or hydro- <br />power (Figure 6), Peak flows are built from storage and runoff and released in concert with natural runoff <br />timing in the catchment (Figure 4), In wet years, peaks can be reregulated to approach floods of record, <br />?epending on the release capability of the dam, Very high flows are not needed every year to maintain <br />lllstream and floodplain habitats nor is the historical duration of floods likely to be required because <br /> <br />
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