Ill. Admin. Code tit. 35, § 378.APPENDIX D
V = 1.49 Rh2/3 S1/2
n
Q = 1.49 ARh2/3 S1/2
n
| where: | Q | is the discharge in cfs |
| V | is the average velocity in fps. | |
| A | is the cross-sectional area of the stream in square feet. | |
| Rh | is the hydraulic radius of the stream in feet, as | |
| determined by the cross-sectional area (A) divided by the | ||
| wetted perimeter. | ||
| S | is the slope of the stream in decimal form. | |
| n | is the Manning coefficient. |