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Last modified
1/26/2010 10:09:14 AM
Creation date
10/5/2006 4:19:24 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
All
Basin
Statewide
Title
Hydrologic Summary FlS State of Colorado
Date
4/1/1981
Prepared For
FEMA
Prepared By
Camp Dresser & McKee
Floodplain - Doc Type
Educational/Technical/Reference Information
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<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 />City of La Junta, Colorado <br /> <br />The streams included in the flood insurance study for the community of La <br />Junta are Anderson and King arroyos and the Arkansas River (see Appendix B <br />for stream locations). During the search for existing literature, the Army <br />Corps of Engineers, "Special Flood Hazard Information, Arkansas River, <br />Anderson and King Arroyos, La Junta and Otero County, Colorado," 1977 <br />(Reference 7), and the COE "La Junta Protection Project, La Junta, <br />Colorado, Design Memorandum No.1, Hydrology," 1978, were reviewed for use <br />in the flood insurance study. The hydrologic analyses of King and Anderson <br />arroyos in those two references used a synthetic unit hydrograph method to <br />develop peak discharges for the 10-, 50-, 100- and SOD-year recurrence <br />intervals. Basin data such as rainfall, rainfall losses, initial losses, <br />basin area, slope and development characteristics were reviewed and found <br />to be accurately estimated. It was therefore recommended that the flow <br />rates presented in Reference 7 be used in the flood insurance study for La <br />Junta. Due to the lack of adequate stream gage data for tributaries in the <br />plains region of the Arkansas River Basin, no attempt to develop a regional <br />relationship was made. The peak discharges for King and Anderson arroyos <br />have been presented in Table 1, (reference CDM's letter to FEMA and CWCB, <br />June 4, 1980, contained in Appendix A). <br /> <br /> <br />The hydrologic technique utilized by the Corp of Engineers in Reference 7 <br />to determine the peak frequency-discharge data for the Arkansas River at La <br />Junta consisted of a stream gage analysis of the USGS gage station at La <br />Junta. The methods as outlined in Reference 15 were applied by the COE to <br />determine the peak discharges for this reach of the Arkansas River. CDr~ <br /> <br />11 <br />
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