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FLOOD03288
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Last modified
1/25/2010 6:26:50 PM
Creation date
10/4/2006 11:37:44 PM
Metadata
Fields
Template:
Floodplain Documents
County
Morgan
Community
Wiggins
Stream Name
Kiowa Creek
Basin
South Platte
Title
Kiowa Creek at Wiggins Flood Warning System
Date
9/1/1990
Prepared For
Wiggins
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />the gage. <br />6.9.2.2 Frequency: Do every 5 to 10 years:, or when floods or <br />vandals cause noticeable movement. <br />6.9.2.3 Method: Run a complet:e level circuit to all reference <br />marks, establi,;;hed when the gage war,; built, and close to +/- <br />0.02. <br /> <br />6.10 The wiring Harness <br />6.10.1 Discussi'Jn <br />In order for the flood a1a.rm to operate, the float wires <br />must be hooked up in the p:r'oper sequence. The lower and <br />middle floats are hooked up in series between terminals 1 and <br />4. The upper float is hook.e,d up be!t:ween terminals 3 and 4, <br />The ground wire that comes out of the! circuit board, is con- <br />nected to terminal 7. A simplified wiring diagram for the <br />floats in their normal (non-flood) position is shown in Fig- <br />ure 7. <br />6.10.2 The Wiring Diagram: <br /> <br />BURGLARY <br />(Lower & Middl,= Floats) <br /> <br />FIRE <br />(Uppe,r Floats) <br /> <br />+ <br /> <br />4- <br />(:J <br /> <br />3 <br />+ <br /> <br />4- <br />o <br />i <br />I <br /> <br /> <br />I <br />\ <br />D <br /> <br />@-- <br /> <br />LOWER <br />~LDAT' <br /> <br />MIODL~: <br />FLD,4r <br /> <br />vPIOeR <br />f7LoAT' <br /> <br />FIGURE 7" <br />A~' REST WIRING DIAGRAM <br /> <br />7. COMMENTS AND RECOMMENDATIONS <br />7.1 Number of Automated Flood Detect:ion Gages in the Flood <br />Warning System. <br />The two options for the configuration of the Wiggins Flood <br />Warning System 'r/ere presented in Part: 3.2. The options are <br />similar, except that Option <: provides for an automated flood <br />detection gage at the Highwcl.y 52 sit:e and Option 1 provides <br />for only a staff gage at that: location. Based upon the fol- <br />lowing reasons, it is recommended t:hat Option 2 be adopted. <br />Two alarm gages should be used because: <br />7.1.1 There appears to be insufficient warning 1:ime for <br />erection of the closure structures" using the downstream <br />(County Road) 'r/arning gage a.lone, durinc:f those floods that <br />would necessita.te closure of the Burlington Northern Railroad <br />and Highway 6 l,evee gaps. <br /> <br />25 <br />
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