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dc.contributor.authorTang Yin;Goodding Danny;Castro Morales Luz M.;Wang Dingbao;Quintana-Ascencio Pedro F.;Hall Dianne L.;Fauth John E.
dc.date.accessioned2019-02-26T07:50:19Z
dc.date.available2019-02-26T07:50:19Z
dc.date.issued2018
dc.identifier.other%28ASCE%29HE.1943-5584.0001685.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249745
dc.description.abstractDuring the last 4 years, Carolina willow (Salix caroliniana Michx.) expanded into areas previously dominated by herbaceous marshes in the Upper St. Johns River basin (USJRB) of east-central Florida, United States. This change in vegetation affects evapotranspiration (ET). To quantify changes in ET at the community level after willows were removed using herbicides, a two-year field experiment with a randomized complete block design was implemented. The design included an unsprayed control and two different aerially sprayed herbicide treatments and was replicated in four blocks along the Upper St. Johns River. Daily ET was estimated using the Penmen-Monteith equation from July 1, 214, to August 31, 216. Cumulative ET difference between the control and treated plots increased substantially during the growing season after herbicide application. Mean annual evapotranspiration was 1,368±51  mm year−1 on control plots, 1,96±137  mm year−1 on plots treated with Aquasweep or Ecomazapyr herbicide, and 968±117  mm year−1 on plots treated by Clearcast herbicide. A single-parameter annual ET model derived from a Budyko-type equation was applied to the study area, and the model parameter (ϵ) strongly correlated with willow fractional coverage in April. The empirical equation obtained from this study can be potentially used for evaluating the impacts of willow treatment and climate on long-term evapotranspiration in the study area.
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect of Herbicides on Evapotranspiration of Willow Marshes in the Upper St. Johns River Basin, Florida
dc.typeJournal Paper
dc.journal.volume23
dc.journal.issue9
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/(ASCE)HE.1943-5584.0001685
dc.page5018018
dc.treeJournal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 009
dc.contenttypeFulltext


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