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FLOOD03543
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FLOOD03543
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Last modified
1/25/2010 6:27:35 PM
Creation date
10/4/2006 11:50:36 PM
Metadata
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Template:
Floodplain Documents
County
Arapahoe
Stream Name
South Platte
Basin
South Platte
Title
Union Avenue Boat Drop
Date
1/1/1983
Prepared For
CWCB
Prepared By
CWCB
Floodplain - Doc Type
Easement
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<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 />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />MEMORANDUM <br /> <br />TO: Nick Ioannides, ewcs <br />FROM: Wright Water Engineers, Inc. <br /> <br />DATE: April 13, 1989 <br /> <br />SUBJECT: Union Avenue Boatchute Model <br /> <br />Observations of the boatchute I!Odel at the USSR laboratory were made by <br />Robert Ferguson (WWE) on April 12 and April 13, 1989 at the request of the <br />USSR staff. The USSR staff was in the process of performing the sediment <br />study portion of the IlOdeling effort. The model was being operated at a <br />river flow rate of 3,000 cfs. Sand was fed at a pOint upstream of the <br />Union Avenue bridge at rates determined from COE sediment transport studies <br />for this reach of the South Pl atte River. At the time of these <br />observations the sediment test had run for 19 hours. A state of <br />. equilibrium had not yet been reached. Wave" form dunes had formed in the <br />first pool bottom. However, they were regular in form rather than the <br />bro~en form expected at equilibrium. USSR personnel feel another 4 hours <br />of operation would be sufficient. <br /> <br />Observatf ons <br /> <br />1. A delta formed on the downstream face of the eOE dam crest. Top <br />elevation of this delta is below the pool tailwater elevation. <br />This delta extends downstream approximately 40 feet at which point <br />it drops off sharply to the normal pool invert. The delta does <br />not affect the flow patterns over the COE dam crest at 3,000 CFS. <br /> <br />2. A sandbar formed alon9 the upstream face of the new embankment <br />downstream of the existing dam. This sandbar is constantly <br />changing. It builds and then scours. This deposition tends to <br />encourage flow toward the left side downstream boatchute. <br /> <br />3. The upstream inlet channel for the Englewood intakes is free of <br />sediment. USSR personnel have IlOdeled the solid wall as discussed <br />at the last sponsors meeting. This wall allows inflow to the <br />intake chute only at its upstream end. It was reported that when <br />the sediment flows first started, sediment built up in the <br />upstream end of the channel where the first two intakes are <br />located. This is similar to what happens now according to <br />Englewood personnel. This deposition however, flushed out with <br /> <br /> <br />U <br />2 <br />- <br /> <br />of <br />a: <br />w <br />w <br />2 <br />{5 <br />2 <br />w <br />a: <br />~ <br />~ <br />l- <br />I <br />!2 <br /> <br />
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