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Last modified
1/25/2010 7:10:08 PM
Creation date
10/5/2006 2:33:05 AM
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Floodplain Documents
County
Statewide
Basin
Statewide
Title
Bridge Scour and Stream Instability Countermeasures
Date
7/1/1997
Prepared By
Federal Highway Administration
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />e. Select a random or pattern installation for the protection pad. A random <br />installation refers to the units beings dumped into position. In a pallern <br />installation, every Toskane is uniformly placed to create a geometric pallern <br />around the pier. <br /> <br />C,= 1.0, Random Installation <br />C, = 0.9, Pattern 1 - 2 Layers with Filter <br />C, = 0.8, Pattern 2 - 4 Layers <br /> <br />f. Calculate the Velocity Value: <br />Multiply the average approach flow velocity and coefficients by a safety factor <br />of 1.5. <br /> <br />v, = 15VoC,C,ChC, <br /> <br />2. Calculate adjusted structure width, b. (m). <br /> <br />For a pier: <br />a. Estimate angle of attack for high flow conditions. <br />b. If the angle is less than 50, use pier width b as the value b.. <br />c. If the angle is greater than 50, calculate b.: <br /> <br />bo = Lsina +bcosa <br /> <br />where L = length of the pier (m), b = pier width (m), b. = adjusted structure <br />width (m), ex = angle of attack. <br /> <br />d. If a footing extends into the flow field a distance greater than: <br />0.1 . Yo (approach flow depth) <br />use footing width instead of pier width for b. <br /> <br />e. For an abutment: <br />Estimate the distance the abutment extends perpendicular to the flow (b) <br />during high flow conditions. <br /> <br />if b'5. 1.5 m, then b. = 1.5m. <br />If 1.5 m '5. b '5. 6 m, then b. = b. <br />if b. :2: 6 m, then b. = 6 m. <br /> <br />3. Select a standard Toskane size, Du, using the design equation or nomogram on <br />Figure 6.2 using the calculated velocity value, Vv, and the adjusted structure width, <br />b.. Du represents the equivalent spherical diameter of riprap that would be required. <br />This parameter can be related to dimensions of the Toskane by Du= 0.622H, where <br />H is the length of the Toskane (see Figure 6,3). It should be noted that the <br />nomogram reports results in centimeters (cm) and the equation presented in Figure <br />6.2 solved for Du has the units of meters (m) when all other parameters are in <br />meters. <br /> <br />Check the b.IDu ratio using the diameter, Du, of the standard Toskane size. If the <br />ratio> 21, select the next largest size of Toskane. Repeat until ratio < 21. <br /> <br />6.5 <br />
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