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Last modified
11/23/2009 10:40:28 AM
Creation date
10/4/2006 10:10:24 PM
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Floodplain Documents
County
Statewide
Community
State of Colorado
Title
Flood Hazard Delineation on Alluvial Fans and Urban Floodplains
Date
1/1/2001
Prepared For
State of Colorado
Prepared By
J.S. O'Brien
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />V. TWO-DIMENSIONAL FLOOD SIMULATIO!1 ON ALLUVIAL FANS <br /> <br />5.1 Advantages of Two-Dimensional Modeling <br /> <br />Unconfined flooding over an alluvial fan should be analyzed as <br />a two-dimensional flow problem. Some of the advantages of two- <br />dimensional, unsteady flow simulation with a finite difference <br />routing algorithm are: <br /> <br />* <br /> <br />Flows can be simulated over <br />roughness. Split flow, shallow <br />channels can be modeled. <br /> <br />complex topography and <br />flow and flow in multiple <br /> <br />* Flood wave attenuation can be analyzed while routing the <br />flood hydrograph. <br /> <br />* Channel, street and overland flow and the interflow between <br />them can be simulated. <br /> <br />* The effects of flow obstruct:ions such as buildings, walls <br />or levees which limit storage or constrict flevl paths can <br />be modeled. <br /> <br />This chapter presents <br />routing model, FLO-2D. <br />presented, followed by a <br /> <br />an overview of the two-dimensional flood <br />A brief description of the model is <br />discussion of the theory. <br /> <br />5.2 Description of the FLO-2D Model <br /> <br />The multifaceted computer model" FLO-2D, was designed to route <br />water floods or mudflows in a channel or over an unconfined <br />floodplain. The model uses a central difference, finite difference <br />routing scheme (an explicit numericcll technique) and uniform grid <br />elements for the application of the continuity and momentum <br />equations. The important attribut<~s of the F1,O-2D model are: <br /> <br />* Overland flow on unconfine!d surfaces is modeled in two- <br />dimensions. <br /> <br />* Channel flows are routed l,dth a variable geometry cross <br />section to represent river reaches. <br /> <br />* The flow regime can vary between subcritical and <br /> supercritical. <br />* Return flow to the channel from t,he floodplain is <br /> simulated. <br /> <br />* Viscous mudflows can be simulated. <br /> <br />* Buildings and obstructions are simulated by assigning area <br />and width reduction factors to the grid elements. <br /> <br />16 <br />
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