Laserfiche WebLink
132 8552 <br />Manning's n Values <br />Sta n Val Sta <br />100 .035 100 <br />~ank Sta: Left Right <br />100 132 <br />num= 3 <br />n Val Sta n Val <br />.035 132 .035 <br />Lengths: Left Channel Right <br />eo eo ea <br />CULVERT RIVER: Channel <br />REACH: Berm to Ponds RS: 1198 <br />INPUT <br />Description: Crossing for County Road <br />Distance from Upstream XS = 17 <br />Deck/Roadway Width = 40 <br />Weir Coefficient = 2.6 <br />Bridge Deck/Roadway Skew = <br />Upstream Deck/Roadway Co ordinates <br />num= 9 <br />Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord <br />100 8552 8551 109 8559 8599 <br />132 8552 8551 <br />Upstream Bridge Cross Sec tion Data <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8552 103 8551 109 8599 <br />132 8552 <br />Manninq's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 .035 132 .035 <br />~ <br />ank Sta: Left Right Coeff Contr. Expan. <br />100 132 .1 .3 <br />Downstream Deck/Roadway Coordinates <br />num= 9 <br />Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord <br />100 8550.5 8599.5 109 8552.5 8547.5 <br />128 6550.5 8549.5 <br />Downstream Bridge Cross Section Data <br />Station Elevation Data num= 6 <br />Sta Elev Sta Elev Sta Elev <br />100 8550 103 8599 109 8597 <br />132 8550 <br />Manninq's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />100 .035 100 .035 132 .035 <br />Coeff Contr. Expan. <br />.1 .3 <br />Sta Hi Cord Lo Cord <br />123 8559 8599 <br />Sta Elev Sta Elev <br />123 8549 129 8551 <br />Sta Hi Cord Lo Cord <br />119 8552.5 8597.5 <br />Sta Elev Sta Elev <br />123 8597 129 8599 <br />Bank Sta: Left Right Coeff Contr. Expan. <br />100 132 .1 .3 <br />Upstream Embankment side slope = 3 horiz. to 1.0 vertical <br />Downstream Embankment side slope = 3 horiz. to 1.0 vertical <br />Maximum allowable submergence for weir flow = .95 <br />Elevation at which weir flow begins = <br />Energy head used in spillway design = <br />~pillway height used in design = <br />eir crest shape = Broad Crested <br />Number of Culverts = 1 <br />