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FLOOD11632 (2)
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FLOOD11632 (2)
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Last modified
1/26/2010 10:25:18 AM
Creation date
1/5/2009 2:45:10 PM
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Template:
Floodplain Documents
County
Costilla
Community
Costilla County
Stream Name
Rito Seco
Basin
Rio Grande
Title
Approximate Floodplain - Rito Seco
Date
1/5/2007
Prepared For
Costilla County
Prepared By
HDR Engineering, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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costilla.rep <br />RIVER: Rio Seco <br />REACH: 1 R5: 100 <br />INPUT <br />Description: <br />Station Elevation Data num= 12 <br />Sta Elev Sta Elev Sta Elev Sta I_lev Sta Elev <br />08011.992142.13148012.007287.23098012.494452.45238012.949468.26618011.104 <br />488.54478009.917494.22978009.958501.34865012.464600.02448011.919735.7509 8012.21 <br />912.51428011.0491051.2948015.269 <br />Manning's n Values num= 3 <br />sta. n val sta n val sta n val <br />0 .055452.4523 .04501.3486 .055 <br />eank sta: ~eft Right ~engths: Left Channel Right Coeff Contr. Expan. <br />452.4523501.3486 100 100 100 .1 .3 <br />SUMMARY OF MANNING~S N VALUES <br />River:Rio Seco <br />Reach River Sta. nl n2 n3 <br />1 2785 .055 .04 .OSS <br />1 2373 .055 .04 .055 <br />1 1911 .055 .04 .055 <br />1 1460 .055 .04 .055 <br />1 1090 .055 .04 .055 <br />1 846 .055 .04 .055 <br />1 427 .055 .04 .055 <br />1 410 Bridge <br />1 400.5 .055 .04 .055 <br />1 100 .055 .04 .055 <br />SUMMARY OF REACH LENGTHS <br />River: Rio Seco <br />Reach River Sta. Left Channel Right <br />1 2785 394 412 466 <br />1 2373 474 462 437 <br />1 1911 436 451 408 <br />1 1460 292 370 522 <br />1 1090 230 244 204 <br />1 846 362 419 458 <br />1 427 26.5 26.5 ;>_6.5 <br />1 410 Bridge <br />1 400.5 475.5 300.5 178.5 <br />1 100 100 100 100 <br />SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS <br />River: Rio Seco <br />Reach River Sta. Contr. Expan. <br />1 2785 .1 .3 <br />1 2373 .1 .3 <br />1 1911 .1 .3 <br />1 1460 .1 .3 <br />1 1090 .1 .3 <br />1 846 .1 .3 <br />1 427 .3 .5 <br />1 410 Bridge <br />1 400.5 .3 .5 <br />1 100 .1 .3 <br />Profile output Table - standard Table 1 <br />Page 8 <br />
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