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<br />.. <br /> <br />. <br /> <br />. <br /> <br />. 00277~ <br /> <br />Overflow Channel <br /> <br /> <br />Figure 4. The do~stream.view of-the V-structure shows how itisdesignedJo acco:mrnodate <br />varying flow levels. . . <br /> <br />Low Flow <br /> <br />.._ .._0- ..__.. __. <br />. ._...~:. <br /> <br />.-..-+ -. .-" -..... <br />- . <br /> <br />The lowest flow rate claimed is 120 tfs. Water at this flow rate will be controlled 'and <br />diverted throughout theBoating Park and wilLno.t be wa~ted. The low flow rate for whi th the <br />Boating Park was designed was based on basic hydraulic fonnulascoupled with a ~orking <br />knowledge of this segment of the Yampa River and its characteristics. The structures are <br />hydraulically and structurally so.und, with anchors into the bed aDd banks of the river that were <br />made o.flarge stone and concrete. <br /> <br />"";"'-'- <br /> <br />The structures and their elevation/co.nfiguration were designed to. provide depth for <br />bo.ating during flows lower than 120 cfs, even whenthe whitewater wave features are not. <br />present. <br /> <br />-9- <br /> <br />... . ......,.. - ~ <br />. - _.u_._ <br /> <br />.-0'-_'. '__0-_-'" <br />. - -.-' <br />