2011-12-16_REVISION - M1977572 ‎(71)‎

• Permit No: M1977572
• IBM Index Class Name: REVISION
• Doc Date: 12/16/2011
• Doc Name: Submittal
• From: VALCO
• To: DRMS
• Type & Sequence: TR2
• Media Type: D
• Archive: No

Proposed Plan A Flow Distribution Through Spillway (single flow path model)
Plan: Plan A Arkansas River Lamar RS 4570 Profile. 1 -Year 3500cfs
Pos Left Sta Right Sta Flow Area W.P. Percent Hydr Velocity Shear Power
(ft) (ft) (cfs) (sq ft) (ft) Conv Depth(ft) (ft /s) (lb/sq ft) (Ib /ft s)
1 Chan 3249 3410 2596 15 352.56 85 19 74 18 4.26 7 36 0 86 6 33
2 ROB 3410 3497.2 70.73 28 02 26.76 2 02 1 05 2.52 0 22 0 55
3 ROB 3497 2 3584.4 260 07 98 19 87.2 7 43 1.13 2 65 0 23 0 62
4 ROB 3584.4 3671.6 260 08 98.19 87.2 7.43 1.13 2 65 0.23 0.62
5 ROB 3671 6 3758 8 260 07 98.19 87.2 7.43 1.13 2 65 0.23 0 62
6 ROB 3758.8 3846 52 9 21,27 20.76 1 51 1.03 2 49 0 21 0 53
Plan: Plan A Arkansas River Lamar RS: 4570 Profile: 2 -Year 5000cfs
Pos Left Sta Right Sta Flow Area W P. Percent Hydr Velocity Shear Power
(ft) (ft) (cfs) (sq ft) (ft) Conv Depth(ft) (ft/s) (Ib /sgft) (Ib /ft s)
1 Chan 3249 3410 3136 57 406 13 87.48 62 73 4.8 7 72 0 91 7 03
2 ROB 3410 3497.2 147.6 45.67 28.79 2 95 1 6 3.23 0 31 1
3 ROB 3497.2 3584.4 534.92 154.05 87.2 10.7 1 77 3 47 0.35 1.2
4 ROB 3584.4 3671.6 534 92 154 05 87 2 10 7 1.77 3 47 0.35 1.2
5 ROB 3671 6 3758 8 534.92 154 05 87 2 10.7 1 77 3 47 0 35 1 2
6 ROB 3758 8 3846 111 07 35 07 22.79 2 22 1 56 3 17 0.3 0 96
Plan: Plan A Arkansas River Lamar RS: 4570 Profile: 10 -Year
Pos Left Sta Right Sta Flow Area W.P. Percent Hydr Velocity Shear Power
(ft) (ft) (cfs) (sq ft) (ft) Conv Depth(ft) (ft /s) (Ib /sgft) (lb /ft s)
1 Chan 3249 3410 5165.56 548 59 100 31 46.12 5.67 9 42 1 28 12 06
2 ROB 3410 3497 2 494 33 95.56 33.89 4.41 2 87 5.17 0 66 3 42
3 ROB 3497.2 3584,4 1720 63 294 75 87 2 15 36 3.38 5 84 0 79 4.62
4 ROB 3584.4 3671 6 1720 63 294.75 87 2 15 36 3.38 5 84 0,79 4 62
5 ROB 3671.6 3758 8 1720.63 294.75 87 2 15.36 3 38 5 64 0.79 4 62
6 ROB 3758 8 3846 378 23 75.28 27.89 3 38 2 75 5 02 0.63 3 18