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<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 />I <br />I <br />I <br />I <br /> <br />SECTION I <br />OBJECTIVES <br /> <br />A uniform and compatible basis for development of design criteria for the <br />Union Avenue boat by-pass structure is necessary. Therefore, a list of <br />standards against which various alternatives for the boat chute structure <br />can be objectively measured have been defined below. <br /> <br />USER SAFETY <br />The Union Avenue by-pass structure must reduce existing water hazards to <br />river boaters. The facility will include the boat chute, boat landings, <br />and related portage trails. The design will be based on the assumption <br />that the typical user has attained a basic skill level to navigate the <br />chute or use the portage facilities provided. The typical user entering <br />the area on the river will be warned by signage of the approaching dam and <br />chute. and will be directed to scout the approach and chute before <br />navigating it. <br /> <br />WATER AVAILABILITY AND WATER RIGHTS <br /> <br />The planning and design of the boat chute must consider the river <br />hydrological character> and availability of river flow. For instance, if it <br />was determined that river flow was not adequate to support a particular <br />type boat chute, that boat chute should not be selected. Consideration of <br />future condition flow availability is also important to feasibility. <br /> <br />The sizing and layout of the boat chute will establish a deSign range of <br />flow rates. These rates should be optimized with the flow-duration <br />analyses which indicates how many days per year certain flow rates can be <br />expected. <br /> <br /> <br /> <br /> <br />. <br />U <br />Z <br /> <br />- <br /> <br />. <br />In <br />II <br />W <br />W <br />z <br />ffi <br />z <br />W <br />II <br />W <br />~ <br />~ <br />l- <br />I <br />!:! <br />II <br />~ <br /> <br />