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    Effect of Herbicides on Evapotranspiration of Willow Marshes in the Upper St. Johns River Basin, Florida

    Source: Journal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 009
    Author:
    Tang Yin;Goodding Danny;Castro Morales Luz M.;Wang Dingbao;Quintana-Ascencio Pedro F.;Hall Dianne L.;Fauth John E.
    DOI: 10.1061/(ASCE)HE.1943-5584.0001685
    Publisher: American Society of Civil Engineers
    Abstract: During 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.
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      Effect of Herbicides on Evapotranspiration of Willow Marshes in the Upper St. Johns River Basin, Florida

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4249745
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    contributor authorTang Yin;Goodding Danny;Castro Morales Luz M.;Wang Dingbao;Quintana-Ascencio Pedro F.;Hall Dianne L.;Fauth John E.
    date accessioned2019-02-26T07:50:19Z
    date available2019-02-26T07:50:19Z
    date issued2018
    identifier other%28ASCE%29HE.1943-5584.0001685.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249745
    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.
    publisherAmerican Society of Civil Engineers
    titleEffect of Herbicides on Evapotranspiration of Willow Marshes in the Upper St. Johns River Basin, Florida
    typeJournal Paper
    journal volume23
    journal issue9
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0001685
    page5018018
    treeJournal of Hydrologic Engineering:;2018:;Volume ( 023 ):;issue: 009
    contenttypeFulltext
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