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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 />6.7 Long Term Maintenance <br />6.7.1 When - Every 3 to 5 years, dependinq upon how often it <br />floods. Also dialer tape r'~progra=ing "dll have to be done <br />when ever there are personnel changes. <br />6.7.2 Tasks <br />6.7.2.1 Shelter and stilling ~lell. <br />a. Touch up the paint on t:he shelter with Rustoleurn or <br />equivalent corrosion resistant: pain't. <br />b. Touch up the staff gage paint:. <br />6.7.2.2 Reprogram Dialer Tap'~s <br />a. The dialer tape~; need 1:<) be reprogrammed any t:ime a per- <br />son is added or if there is a personnel change. <br />b. Follow the instructions supplied with the 618 progra:mmer <br />for Dialer. <br />6.7.2.3 Flood situation Phone Lis.t - Call everyone on the <br />list of phone numbers and make sure tha.t the numbers are <br />still current. Add, change ('1: delet,a phone numbers as neces- <br />sary. Include the rainfall and stream observer list in this <br />verification exercisE~. <br /> <br />6.8 Phone Line Maintenance <br />Phone line maintenance is t:he responsibility of the phone <br />company. <br /> <br />6.9 Resetting Floats and stil.t:ion Levels <br />6.9.1 Policy And Procedure For Rese'tting Float Levels <br />6.9.1.1 Reason for Current s,~t:tings <br />The initial float levels listed in Table 2 were set based <br />upon the hydraulic and hydrologic models and the site condi- <br />tions. The low float should bE~ se't no closer than 1 foot up <br />from the bottom of the stilling IITell. Enough space between <br />the floats was left to establish a rate of rise. The rise <br />times between floats, listed in Table 3, are based upon those <br />settings. If needed, the levels can be varied slightly with- <br />out greatly changing the effE!ctiveness of the flood alarm <br />system. Large changes will invalidate Tables 3, 4, 5 and 6. <br />The middle float may be moved, anywhere be.tween the upper and <br />lower floats, as long as :L-I: doesn't interfere IITi 1:h the op- <br />eration of either float. <br />6.9.1.2 Reasons to reset the floats may become apparent after <br />several floods have occurred. It may be discovE!red that too <br />many "nuisance" alarms are received from the lower float. <br />Raising the float a few inch,,,s may reduce the unwanted calls, <br />A need for even greater warning time, on the other hand, <br />might require a floa1: to be lowered. <br />6.9.1.3 A log book should be },ept.. for each gage t:o develop an <br />operation and maintenance hist:ory for each installation. The <br />data can be used to determi:I1E~ if the initial float settings <br />should be changed, See Part 7.2. <br />6.9.2 station Levels <br />6.9.2.1 Reason: If the stHl:Lng well moves up or down on <br />its' mountings to the bridg,,, pier, the float elevations will <br />change relative to the stream.. If enough movement (several <br />inches) were to occur , it would change t:he flood response of <br /> <br />24 <br />
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