The Efficacy of Constructed Stream-Wetland Complexes at Reducing the Flux of Suspended Solids to Chesapeake Bay

被引:25
作者
Filoso, Solange [1 ]
Smith, Sean M. C. [2 ]
Williams, Michael R. [1 ]
Palmer, Margaret A. [1 ,3 ]
机构
[1] Univ Maryland, Chesapeake Biol Lab, Ctr Environm Sci, Solomons, MD 20688 USA
[2] Univ Maine, Sch Earth & Climate Sci, Bryand Global Sci Ctr, Orono, ME 04469 USA
[3] Natl Socioenvironm Synth Ctr SESYNC, Annapolis, MD 21401 USA
关键词
RIVER RESTORATION; WATER-QUALITY; SEDIMENT DELIVERY; LAND-USE; DENITRIFICATION; LANDSCAPES; INDICATORS; MANAGEMENT; MARYLAND; ECOLOGY;
D O I
10.1021/acs.est.5b00063
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Studies documenting the capacity of restored streams to reduce pollutant loads indicate that they are relatively ineffective when principal watershed stressors remain intact. Novel restorations are being designed to increase the hydraulic connectivity between stream channels and floodplains to enhance pollutant removal, and their popularity has increased the need for measurements of potential load reductions. Herein we summarize input-output budgets of total suspended solids (TSS) in two Coastal Plain lowland valleys modified to create stream-wetland complexes located above the head-of-tide on the western shore of Chesapeake Bay. Loads entering (input) and exiting (output) the reconfigured valleys over three years were 103 +/- 26 and 85 +/- 21 tons, respectively, and 41 +/- 10 and 46 +/- 9 tons, respectively. In both cases, changes in loads within the reconfigured valleys were insignificant relative to cumulative errors. High variability of TSS retention among stormflow events suggests that the capacity of these systems to trap and retain solids and their sustainability depend on the magnitude of TSS loads originating upstream, design characteristics, and the frequency and magnitude of large storms. Constructed stream wetland complexes receiving relatively high TSS loads may experience progressive physical and chemical changes that limit their sustainability.
引用
收藏
页码:8986 / 8994
页数:9
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