Laserfiche WebLink
<br />. <br /> <br /> TAPE95 VARIABLES <br /> HEC2 GEDA <br />Variable Code Variable <br />Name Description Nunber Name Description <br />CLASS Controllin9 flow type for bridge 49 R(4) Sub-hydraulic radius value. <br /> solution. <br />DIFWSP Difference in water surface elevation 50 R(5) Sub-hydraulic radius va 1 ue . <br /> for each profile. <br />DIFWSX Difference in water surface elevation 51 R(6) Sub-hydraulic radius value. <br /> between sections. <br />DIFKWS Difference between known and computed 52 R(7) Sub-hydraulic radius value. <br /> water surface elevations. <br />SSTA Starting station where the water . 53 QVAR Starting station where the water <br />\0 surface intersects the ground (on the surface intersects the ground (on <br />left side of the cross section). the left side of the cross section). <br />ENDST Ending station where the water 54 QVAR Ending station where the water <br /> surface intersects the ground on the surface intersects the ground on the <br /> right side. right side. <br />VLOB Average velocity in the left overbank 55 XNV(l) Sub-n value. <br /> area. <br />VROB Average velocity in the right overbank 56 XNV(2) Sub-n value. <br /> area. <br />ALPHA Velocity head coefficient. 5? ALFA Velocity head coefficient. <br />KRATIO Ratio of the upstream to downstream 58 XNV(3) Sub-n va 1 ue . <br /> conveyance. <br />QROB% Percent of flow in the right overbank. 59 XNV(4) Sub-n value. <br />QCH% Percent of flow in the channel. 60 XNV(5) Sub-n value. <br />