Source: %20T.%20Papanicolaou.pdf.

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Presentation transcript:

Source: %20T.%20Papanicolaou.pdf

Location of Project Site : Aerial View of Nitsin Canyon and Surrounding Area 137 miles N of Flagstaff, AZ Source: Google Maps N Lake Powell

Source: Google Maps N

N Source: United States Geological Survey StreamStats Area that flows towards the headcut Area square miles Basin Elevation ft. Navajo National Monument Point Source - Headcut

Source: NSS Software Design Flood Flows 10 year flow – 477 cfs 25 year flow – 798 cfs 100 year flow – 1470 cfs

Source: AutoCAD Civil 3D N

10:1 Slope Grass Seed Mixture Willow Stakes 1 -3 in. in diameter Placed 1-3 ft. apart Source:

Manning’s Coefficients: Upstream – 0.15, all willows Headcut – 0.9, 50% willows 50% grass Slope & Downstream – 0.078, 40% willows 60% grass Source: AutoCAD Civil 3D See Detail Below

Source: HEC-RAS Software Source: Natural Resources Conservation Service (NRCS)

The combined use of live vegetation with structural materials to provide stream bank stabilization and erosion control. 5:1 Slope Turf Reinforcement Mat Combination of vegetative growth and synthetic materials Grass Seeding Willow Stakes Boulders Source: and-permanent/turf-reinforcement-mats.aspx

Source: AutoCAD Civil 3D Manning’s Coefficients: Upstream – 0.15, all willows Slope – 0.11, 50% willows 50% boulders Downstream – 0.09, 50% willows 50% grass See Detail Below

Max Shear Stress for a Turf Reinforcement Mat - 10 lbs/sqft. Source: HEC-RAS Software Source: NRCS Source: Erosion Control Technology Council

The technical placement of various sized rocks along a channel slope or streamline, reducing the flow energy of the stream and stabilizing the headcut. 3:1 Rock Chute Willow Stakes Grass Seeding Source:

Source: AutoCAD Civil 3D Manning’s Coefficients: Upstream – 0.15, all willows Slope – 0.07, all boulders Downstream – 0.09, all grass See Detail Below

Source: HEC-RAS Software Source: NRCS

The do nothing alternative leaves the headcut in its current conditions. Potential Oxbow Above HeadcutCompleted Oxbow in Neighboring Canyon Source: Google Maps N N

Impacts Evaluation

Task Senior Engineer EngineerEITTech Admin. Asst. Total Hours Total Cost of Task Fieldwork24 72 $1,901 Hydrology $4,048 Hydraulics $4,048 Armoring Design $11,867 Impacts Evaluation $2,187 Document $5,759 Total $29,813

Materials Willows$450 Rocks$26,400 Seeds$132 Solar Pump$19,000 Equipment Backhoe$2,800 Bulldozer$11,480 Helicopter$12,917 Labor 4 People$6,400 Cost of Each AlternativeDetailed Cost of Hard Armoring Live VegetationBioengineeringHard Armor Materials $20,219$61,478$45,982 Equipment $15,830$16,017$27,197 Labor $6,400 Design $29,813 Total $72,262$129,538$109,392