Laserfiche WebLink
costilla.rep <br />Manning's n Values num= 3 <br />sta. n val sta n val sta n val <br />0 .055496.5767 .04943.3343 .055 <br />Bank sta: ~eft Ri ght ~engths: ~eft Channel Right ~oeff Contr. Expan. <br />496.5767943.3343 362 419 458 .1 .3 <br />Left Levee Station= 139.69 Elevation= 8019.48 <br />CROSS SECTION <br />RIVER: Rio Seco <br />REACH: 1. RS: 427 <br />INPUT <br />Description: <br />Station Elevation Data num= 10 <br />Sta Elev Sta Elev Sta Elev Sta ~lev Sta Elev <br />08017.586248.29628016.398501.49258016.602627.86148016.742627.8614 8011 <br />662.8614 8011662.86148016.742786.69648015.5961017.4448014.7221185.8858013.846 <br />Manning's n values num= 3 <br />sta n val sta n val Sta n val <br />0 .055627.8614 .04662.8614 .055 <br />Bank sta: ~eft Right l.engths: ~eft Channel Right r_oeff Contr. Expan. <br />627.8614662.8614 26.5 26.5 26.5 .3 .5 <br />BRIDGE <br />RIVER: Rio Seco <br />REACH: 1 RS: 410 <br />INPUT <br />Description: <br />Distance from Upstream XS = .O1 <br />Deck/ROadway width = 26.48 <br />weir Coefficient - 2.6 <br />Upstream Deck/ROadway Coordinates <br />num= 4 <br />Sta Hi cord Lo Cord Sta Hi cord ~o cord sta Hi cor•d ~o Cord <br />627.86 8016.74 627.86 8016.74 8015.1 662.86 8016.74 8015.1 <br />662.86 8016.74 <br />Upstream Bridge Cross Section Data <br />Station Elevation Data num= 10 <br />sta elev sta Elev sta Elev sta E:lev Sta Elev <br />08017.586248.29628016.398501.49258016.602627.86148016.742627.8614 8011 <br />662.8614 8011662.86148016.742786.69648015.5961017.4448014.7221185.8858013.846 <br />nnanning's n values num= 3 <br />sta n val sta n val sta n val <br />0 .055627.8614 .04662.8614 .055 <br />Bank sta: Left Right Coeff Contr. Expan. <br />627.8614662.8614 .3 .S <br />Downstream Deck/ROadway coordinates <br />num= 4 <br />sta Hi Cord ~o Cord sta Hi Cord ~o Cord sta Hi Cord ~o cord <br />b27.86 8016.74 627.86 8016.74 8015.1 662.86 801E.74 8015.1 <br />662.86 8016.74 <br />Downstream Bridge Cross section ~ata <br />Station Elevation Data num= 10 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />08017.586248.29628016.39$501.49258016.602627.86148016.742627.8614 8011 <br />662.8614 8011662.86148016.742786.69648015.5961017.4448014.7221185.8858013.846 <br />Manning's n values num= 3 <br />sta n val sta n val Sta n val <br />0 .055627.8614 .04662.8614 .055 <br />Bank Sta: ~eft rtight coeff contr <br />627.8614662.8614 .3 <br />upstream Embankment side slope <br />Downstream Embankment side slope <br />Expan. <br />.5 <br />= 0 horiz. to 1.0 vertical <br />= 0 horiz. to 1.0 vertical <br />Page 4 <br />