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Last modified
1/26/2010 10:06:54 AM
Creation date
10/5/2006 3:57:33 AM
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Template:
Floodplain Documents
County
Boulder
Basin
South Platte
Title
Analysis of a High Hazard Flood Zone
Date
10/1/1987
Prepared For
Boulder
Prepared By
David Love & Associates
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />i." <br />. <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />I <br />I <br /> <br />Body Geometry S' IT d Human <br />Hazard to human life due to Imp I Ie <br />flood waters occurs mainly at Geometry <br />depths greater than six inches. <br />At depths below six inches, <br />unrealistically high velocities <br />are required to cause instability. <br />Above waist depth, the effects <br />of buoyancy generally tend to <br />overcome the stability of the <br />person even at very low <br />velocities (the individual begins <br />to float, therefore increasing the <br />hazard). The legs and lower d <br />torso then receive most of the <br />forces due to flood waters. <br />While the legs may be <br />considered as piers obstructing <br />flow, their close proximity <br />causes considerable turbulence, <br />thereby reducing the effective <br />flow between them. For <br />purposes of this analysis, the Direction of flow <br />human form was considered to <br />be a "body monolith" <br />composed of a rectangular <br />block with the broad face Figure 1 <br /> <br />Idealized <br />"Body Monolith" <br /> <br /> <br />~~ <br />Face <br />Width <br /> <br />Thickness <br /> <br />B <br /> <br />situated perpendicular <br />(normal) to flood flows <br />(Figure 1). This <br />configuration represents a <br />conservative estimate of <br />the body structure with <br />respect to flood exposure. <br /> <br />Hydraulic Forces <br />During a flooding event, <br />the design monolith is <br />subject to a variety of <br />forces (Figures 2 and 3). <br />These forces include: <br /> <br />Direction of Flow <br /> <br /> <br />W - weight of the design <br />monolith <br />B - buoyancy <br />Ff "''''m.. P _ dynamic water force <br />due to velocity <br />Ff - friction <br />F u - hydrostatic upstream <br />force <br />Fd - hydrostatic <br />downstream force <br /> <br />) <br /> <br /> <br />Vmax <br />@0.8d <br /> <br />Theoretical Velocny <br />Distribution <br /> <br />p <br /> <br />fu <br /> <br />Fd <br /> <br />Vmin <br />@Gl' <br /> <br />w <br /> <br />Figure 2 <br /> <br />-5- <br />
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