Spreadsheet: 21a17c4a-2107-4579-90fc-60864811cc3e
Sheet: Sheet1

Unnamed: 0 | Unnamed: 1 | Unnamed: 2 | Unnamed: 3 | Unnamed: 4 | Unnamed: 5 | Unnamed: 6 | Unnamed: 7 | Unnamed: 8 | Unnamed: 9 | Unnamed: 10 | Unnamed: 11 | Unnamed: 12 | Unnamed: 13 | Unnamed: 14
Tractive Force Procedure--Temporary Synthetic Liners:
Recommended for design of temporary synthethic liners or riprap liners
User Input Data
Calculated Value
Reference Data
Designed By: |  |  |  |  | Date:
Checked By: |  |  |  |  | Date:
Company:
Project Name:
Project No.:
Site Location (City/Town) |  | Raleigh
Channel/Waterway Id. |  | 101
Liner material | Straw with Net
Roughness coefficient, n | 0.033 |  |  | Table 8.05e | Table 8.05f
Permissible velocity, Vp (ft/s) | 2 |  |  | [NAME]. allowable velocity for bare soil
Design storm | 10-yr
[NAME], Q (cfs) | 16.6
Unit weight of water, y (lb/ft3) | 62.4
Channel slope, s (ft/ft) | 0.02
Permissible shear stress, [NAME] (lb/ft2) | 1.45 |  | Table 8.05g
Trapezoidal | [NAME], Z | [NAME], b | [NAME]. Depth, d | [NAME], T | Cross-sectional area, A | Wetted Perimeter, P | [NAME], R | Manning's Coefficient, n | Velocity, V | Velocity Check | Channel Capacity, Q | Capacity Check | Shear Stress, Tau | Shear Stress Check
Figure 8.05b |  | (ft) | (ft) | (ft) | (ft2) | (ft) | (ft) |  | (ft/s) |  | (cfs) |  | (lb/ft2)
 | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Table 8.05e | Manning's Eqn. |  | Continuity Eqn.
 | 3 | 3 | 0.764 | 7.584 | 4.043088 | 7.831960264737284 | 0.5162293810661489 | 0.033 | 4.109122975878702 | LINER REQ'D | 16.61354579429947 | OK | 0.953472 | OK
 |  |  |  | 0 | 0 | 0 |  | 0.033 |  |  |  |  | 0 | OK
 |  |  |  | 0 | 0 | 0 |  | 0.033 |  |  |  |  | 0 | OK
 |  |  |  | 0 | 0 | 0 |  | 0.033 |  |  |  |  | 0 | OK
V-Shaped | [NAME], Z | [NAME]. Depth, d | [NAME], T | Cross-sectional area, A | Wetted Perimeter, P | [NAME], R | Manning's Coefficient, n | Velocity, V | Velocity Check | Channel Capacity, Q | Capacity Check | Shear Stress, Tau | Shear Stress Check
Figure 8.05b |  | (ft) | (ft) | (ft2) | (ft) | (ft) |  | (ft/s) |  | (cfs) |  | (lb/ft2)
 | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Temp. Lining Table 8.05e | Manning's Eqn. |  | Continuity Eqn.
 | 3 | 1.2 | 7.199999999999999 | 4.32 | 7.58946638440411 | 0.5692099788303082 | 0.033 | 4.385667102222262 | LINER REQ'D | 18.94608188160018 | OK | 1.4976 | REVISE
 | 3 | 1.15 | 6.899999999999999 | 3.967499999999999 | 7.273238618387272 | 0.5454928963790454 | 0.033 | 4.262980957079766 | LINER REQ'D | 16.91337694721397 | OK | 1.4352 | OK
 |  |  | 0 | 0 | 0 | 0 | 0.033 | 0 | VEG ONLY | 0 | REVISE | 0 | OK
 |  |  | 0 | 0 | 0 | 0 | 0.033 | 0 | VEG ONLY | 0 | REVISE | 0 | OK
Parabolic | [NAME], T | [NAME]. Depth, d | Cross-sectional area, A | Wetted Perimeter, P | [NAME], R | Manning's Coefficient, n | Velocity, V | Velocity Check | Channel Capacity, Q | Capacity Check | Shear Stress, Tau | Shear Stress Check
Figure 8.05b | (ft) | (ft) | (ft2) | (ft) | (ft) |  | (ft/s) |  | (cfs) |  | (lb/ft2)
 | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Fig. 8.05b | Temp. Lining Table 8.05e | Manning's Eqn. |  | Continuity Eqn.
 | 10 | 0.5 | 3.333333333333333 | 10.06666666666667 | 0.3311258278145696 | 0.033 | 3.056206518816597 | LINER REQ'D | 10.18735506272199 | REVISE | 0.624 | OK
 | 8 | 0.8 | 4.266666666666667 | 8.213333333333333 | 0.5194805194805195 | 0.033 | 4.126357361252279 | LINER REQ'D | 17.60579140800973 | OK | 0.9984000000000001 | OK
 |  |  | 0 |  |  | 0.033 |  |  |  |  | 0 | OK
 |  |  | 0 |  |  | 0.033 |  |  |  |  | 0 | OK