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Two early examples of scientificall
Two early examples of scientifically designed bioswales for large scale applications are found in the western United States. In 1996 for Willamette River Park in Portland, Oregon a total of 2330 lineal feet of bioswale was designed and installed to capture and prevent pollutant runoff from entering the Willamette River. Intermittent check dams were installed to further abet silt capture, with the outcome of reducing 50 percent of all suspended solids entering the river system.[3]
A second example of a large scale designed bioswale is at the Carneros Business Park, Sonoma County, California. Starting in 1997 the project design team worked with theCalifornia Department of Fish and Game and County of Sonoma to produce a detailed design to channel surface runoff at the perimeter of a large parking area. Surface runoffconsists of building roof runoff, parking lot runoff and overland flow from properties to the north of the project site. A total of two lineal miles of bioswale was designed into the project. The purpose of the bioswale was to minimize runoff contaminants from entering Sonoma Creek. The designed bioswale channel is grass-lined, but almost linear in form. Downslope gradient is approximately four percent and cross-slope gradient is approximately six percent.
A second example of a large scale designed bioswale is at the Carneros Business Park, Sonoma County, California. Starting in 1997 the project design team worked with theCalifornia Department of Fish and Game and County of Sonoma to produce a detailed design to channel surface runoff at the perimeter of a large parking area. Surface runoffconsists of building roof runoff, parking lot runoff and overland flow from properties to the north of the project site. A total of two lineal miles of bioswale was designed into the project. The purpose of the bioswale was to minimize runoff contaminants from entering Sonoma Creek. The designed bioswale channel is grass-lined, but almost linear in form. Downslope gradient is approximately four percent and cross-slope gradient is approximately six percent.
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Two early examples of scientifically designed bioswales for large scale applications are found in the western United States. In 1996 for Willamette River Park in Portland, Oregon a total of 2330 lineal feet of bioswale was designed and installed to capture and prevent pollutant runoff from entering the Willamette River. Intermittent check dams were installed to further abet silt capture, with the outcome of reducing 50 percent of all suspended solids entering the river system.[3]
A second example of a large scale designed bioswale is at the Carneros Business Park, Sonoma County, California. Starting in 1997 the project design team worked with theCalifornia Department of Fish and Game and County of Sonoma to produce a detailed design to channel surface runoff at the perimeter of a large parking area. Surface runoffconsists of building roof runoff, parking lot runoff and overland flow from properties to the north of the project site. A total of two lineal miles of bioswale was designed into the project. The purpose of the bioswale was to minimize runoff contaminants from entering Sonoma Creek. The designed bioswale channel is grass-lined, but almost linear in form. Downslope gradient is approximately four percent and cross-slope gradient is approximately six percent.
A second example of a large scale designed bioswale is at the Carneros Business Park, Sonoma County, California. Starting in 1997 the project design team worked with theCalifornia Department of Fish and Game and County of Sonoma to produce a detailed design to channel surface runoff at the perimeter of a large parking area. Surface runoffconsists of building roof runoff, parking lot runoff and overland flow from properties to the north of the project site. A total of two lineal miles of bioswale was designed into the project. The purpose of the bioswale was to minimize runoff contaminants from entering Sonoma Creek. The designed bioswale channel is grass-lined, but almost linear in form. Downslope gradient is approximately four percent and cross-slope gradient is approximately six percent.
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Two early examples of scientifically designed bioswales for large scale applications are found in the western United States. In 1996 for Willamette River Park in Portland, Oregon a total of 2330 lineal feet of bioswale was designed and installed to capture and prevent pollutant runoff from entering the Willamette River. Intermittent check dams were installed to further abet silt capture, with the outcome of reducing 50 percent of all suspended solids entering the river system.[3]
A second example of a large scale designed bioswale is at the Carneros Business Park, Sonoma County, California. Starting in 1997 the project design team worked with theCalifornia Department of Fish and Game and County of Sonoma to produce a detailed design to channel surface runoff at the perimeter of a large parking area. Surface runoffconsists of building roof runoff, parking lot runoff and overland flow from properties to the north of the project site. A total of two lineal miles of bioswale was designed into the project. The purpose of the bioswale was to minimize runoff contaminants from entering Sonoma Creek. The designed bioswale channel is grass-lined, but almost linear in form. Downslope gradient is approximately four percent and cross-slope gradient is approximately six percent.
A second example of a large scale designed bioswale is at the Carneros Business Park, Sonoma County, California. Starting in 1997 the project design team worked with theCalifornia Department of Fish and Game and County of Sonoma to produce a detailed design to channel surface runoff at the perimeter of a large parking area. Surface runoffconsists of building roof runoff, parking lot runoff and overland flow from properties to the north of the project site. A total of two lineal miles of bioswale was designed into the project. The purpose of the bioswale was to minimize runoff contaminants from entering Sonoma Creek. The designed bioswale channel is grass-lined, but almost linear in form. Downslope gradient is approximately four percent and cross-slope gradient is approximately six percent.
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สองตัวอย่างแรกของที่ออกแบบมาอย่าง bioswales สำหรับการใช้งานขนาดใหญ่ที่พบในตะวันตกของสหรัฐอเมริกา ในปี 1996 สำหรับ Willamette River Park ในพอร์ตแลนด์ , โอเรกอนทั้งหมด 2330 เท้าเป็นเส้นตรงของ bioswale ถูกออกแบบและติดตั้งให้จับและป้องกันมลพิษที่เกิดจากการป้อน Willamette แม่น้ำ ใช้ตรวจสอบเขื่อนมีการติดตั้งเพิ่มเติมของพวกเขาจับผลของการลด 50 เปอร์เซ็นต์ของของแข็งแขวนลอยทั้งหมดเข้าระบบแม่น้ำ [ 3 ]
ตัวอย่างที่สองของขนาดใหญ่ที่ออกแบบมา bioswale ที่ carneros ธุรกิจ Park , Sonoma County , แคลิฟอร์เนียเริ่มต้นในปี 1997 โครงการออกแบบทีมทำงานกับ thecalifornia กรมปลาและเกม และเขตโซโนมา ผลิต ออกแบบรายละเอียด ช่องบัญชรในปริมณฑลของพื้นที่จอดรถขนาดใหญ่ พื้นผิวของน้ำ runoffconsists อาคารหลังคาลานจอดรถน้ำท่าและเกาะไหลจากคุณสมบัติทางทิศเหนือของไซต์งานรวมสองไมล์เป็นเส้นตรงของ bioswale ถูกออกแบบในโครงการ วัตถุประสงค์ของ bioswale คือการลดสิ่งปนเปื้อนจากน้ำป้อน Sonoma Creek . ออกแบบ bioswale ช่องหญ้าเรียงราย แต่เกือบเป็นเส้นตรงในรูปแบบ downslope ลาดประมาณ 4 เปอร์เซ็นต์ และข้ามลาดเนินประมาณ 6
%
ตัวอย่างที่สองของขนาดใหญ่ที่ออกแบบมา bioswale ที่ carneros ธุรกิจ Park , Sonoma County , แคลิฟอร์เนียเริ่มต้นในปี 1997 โครงการออกแบบทีมทำงานกับ thecalifornia กรมปลาและเกม และเขตโซโนมา ผลิต ออกแบบรายละเอียด ช่องบัญชรในปริมณฑลของพื้นที่จอดรถขนาดใหญ่ พื้นผิวของน้ำ runoffconsists อาคารหลังคาลานจอดรถน้ำท่าและเกาะไหลจากคุณสมบัติทางทิศเหนือของไซต์งานรวมสองไมล์เป็นเส้นตรงของ bioswale ถูกออกแบบในโครงการ วัตถุประสงค์ของ bioswale คือการลดสิ่งปนเปื้อนจากน้ำป้อน Sonoma Creek . ออกแบบ bioswale ช่องหญ้าเรียงราย แต่เกือบเป็นเส้นตรงในรูปแบบ downslope ลาดประมาณ 4 เปอร์เซ็นต์ และข้ามลาดเนินประมาณ 6
%
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