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<br />I <br />,I <br />I <br />I <br />I <br />I <br />:1 <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 />Lesson 4 <br /> <br />Demonstration and Problem Session - Participant Workbook <br /> <br />4.1 DEMONSTRATION OF FLOW IN A CULVERT <br /> <br />Purpose: <br /> <br />To use the demonstration flume to illustrate outlet control, inlet control, and the <br />effect of inlet type on culvert flow. <br /> <br />A. Outlet Control Demonstration <br /> <br />Outlet control conditions will be demonstrated with the double-barrel culvert <br />insert in the demonstration flume. With the flume on a zero percent slope, the <br />discharge will be increased to create full flow conditions in the pipe, with a low <br />tailwater condition. The factors influencing outlet control will be evaluated and <br />discussed during the demonstration. <br /> <br />NOTES: <br /> <br />B. Inlet Control Demonstration <br /> <br />Inlet control conditions will be demonstrated by increasing the flume slope. <br />Under inlet control a free surface condition exists in the culvert barrel. Notice <br />that initially, as the slope increases, the headwater remains constant and the <br />culvert continues to operate in outlet control. However, eventually the <br />headwater begins to increase and a free surface condition develops, <br />indicating a change to inlet control. In the field, inlet control can occur at <br />about a half of one percent slope for a smooth barrel. <br /> <br />The effect of inlet condition will be demonstrated with the single barrel culvert <br />model. The changes in headwater for a sharp edge, miter, thick wall, <br />headwall, groove end, headwall with a bevel, and side- and slope-tapered <br />inlets will be demonstrated. <br /> <br />NOTES: <br /> <br />4-3 <br />