Laserfiche WebLink
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />ENGINEERING DATA SYSTEMS CORPORATION <br />Water Surface Profiling Input Report <br /> <br />Date 10/19/95 <br />File REALN2.WPS <br />PROJECT: 13200CFS EXISTING <br /> <br />Time 14:35:18 <br />Report Page 1 <br /> <br />PROFILE INITIAL CONDITIONS <br /> <br />No section 23 <br />Max iters 100 <br /> <br />Tolerance 0.010 Unit system ENGLISH <br />Pf factor 1.00 Strt Sta 0 + 00 <br /> <br />Starting HGL <br /> <br />4710.6 ft <br /> <br />CROSS SECTION INPUTS <br /> <br />Section 2 Type Bridge Station 0 + 34 Discharge 13200.00 cfs <br />n of Bridge nbr 0.0250 Length of Bridge Wbr 34.50 ft <br />No of Piers Np 1 Width of Pier Wp 1.50 ft <br />PierShape Coeff Kp 1.25 Oriffice Coef Cor 0.80 <br />Drag Coeff Cd 1. 70 Calculation type Friction <br />SIp Left Abut Slab 1.00 SIp Right Abut Srab 1.00 <br />Low Chord zlc 4698.40 ft High Chord zcrest 4699.66 ft <br />Weir Coef Cw 2.99 Weir Length Lw 166.00 ft <br />Width of Brg Wbr 34.50 ft Road Surface Pavement <br />D/s Invert Blev zid 4687.45 ft U/s Invert Elev ziu 4687.55 ft <br />Offs Lft Abut xlab -100.00 ft Offs Rgt Abut xrab 100.00 ft <br />Cross Section Groundshots <ft> <br />1 -1000.0 4698.50 2 -800.0 4698.00 3 -500.0 4698.00 4 -475.6 4698.00 <br />5 -263.9 4698.00 6 -131. 0 4698.50 7 -100.0 4699.00 8 -98.0 4695.80 <br />9 -91. 5 4695.00 10 -77.6 4690.00 11 0.0 4690.00 12 7.5 4690.00 <br />13 10.5 4687.50 14 45.9 4687.50 15 49.6 4690.00 16 73.0 4690.00 <br />17 89.0 4695.00 18 98.0 4695.98 19 100.0 4699.00 20 159.0 4696.11 <br />21 290.0 4696.41 22 315.5 4696.61 23 400.0 4696.70 24 700.0 4695.45 <br />25 782.Q 4697.00 26 800.0 4698.00 27 1000.0 4698.50 <br /> <br />