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Last modified
1/26/2010 10:08:21 AM
Creation date
10/5/2006 4:08:34 AM
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
HEC-2 Water Surface Profiles - Users Manual
Date
11/1/1976
Prepared For
US
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />EXHIBIT 3 <br /> <br />REQUIRED CROSS SECTIONS FOR SPECIAL BRIDGE ROUTINE <br /> <br />The cross sections below show the points required on cards GR when using <br />the special bridge routine. Cross sections 1, 2, 5, 6 are taken in the <br />river channel upstream and downstream from the bridge and should represent <br />the full cross section unaffected by the bridge. C,r!>_ss .Jlection 3 is adja- <br />cent to the bridge 011 the downstream side and includes the-'elevat1ons . - <br />and stations of an artificial levee whose top is about-equal to the low <br />cnora'elel1Ufon (ELLC). The pg:ints defining the artific1allevee-'l!!!l'I <br />be-omitted if the elevations where the effective area changes are shown <br />on the x:3 c~.rd(eighth and ninth fislds), thus cross section 3 could <br />resemble cross sections 1 and 2. Cross section 4 is adjacent to the <br />hrLdgeon the upstream side and includes the elevation and station of an <br />artificial levee (or an X3 card with elevations in eighth and ninth fields) <br />whose top elevation is approximately equal to the top of roadway elevation <br />(gLIRD). No cross section is provided through the bridge, but ~ <br />describing the bridge are entered on cards SB, X2 and BT (optional). There- <br />fore, when using the special bridge routine cross sections 3 and 4 should <br />describe the channel cross section (excluding any roadway embankment) <br />immediately downstream and upstream from the bridge. The t~tl'oadway <br />embankment should be described on Clard X2. or liT. <br /> <br /> <br />ELLC+ <br /> <br /> <br />L/\J <br />l " <br />II II <br /> <br />,UI <br /> <br />~BWCtI <br />Cross Section 3 <br />Immediately downstream <br />of bridge embankment <br /> <br />ELTRD :! <br />1\ <br />Lf ~J <br />II II <br /> <br />:u: <br /> <br /> <br />~BWC \" <br />Cross Section 4 <br />Immediately upstream <br />of bridge embankmen <br /> <br />Cross Sections 1, 2, 5, 6 <br />Full natural river cross <br />sections <br /> <br />,+ <br /> <br /> <br />6 <br /> <br /> <br />3 <br /> <br />4 <br /> <br />-1 <br /> <br />The artificial levees (or the elevations on the X3 card) are included in <br />the cross section points in order to confine the flow to the chsnnel area <br />when the water flows under the bridge low chord and to allow the use of <br />the overbank flow area for flows over the road. The left and right bank <br />stations must be equal to stations at the top of the artificial levees. <br />Variable lEARA on card X3 must equal 10 for this condition. <br /> <br />Exhibit 3 <br />
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