Appendix V. Discharge Tables for Rated Structures

Table V- 1. Operating limits for rated structures

.Table V- 2. Rating Curve For 90º V - Notch Weirs

.Table V- 3. Rating Curve For120º V - Notch Weirs

Table V- 4. 3" Montana Flume - under free-flow discharge in L/s.

Table V- 5. 6" Montana Flume - under free-flow discharge in L/s.

Table V- 6. 9" Montana Flume - under free-flow discharge in L/s.

Table V- 7. 12" Montana Flume - under free-flow discharge in L/s.

Table V- 8. 2.0' H-Flume under free flow conditions in L/s.

Table V- 9. 2.5' H-Flume under free flow conditions in L/s.

Table V- 10. 3.0' H-Flume under free flow conditions in L/s.

Table V- 11. 4.5' H-Flume under free flow conditions in L/s.

Table V- 12. 4.0' HL-Flume under free flow conditions in L/s.

Table V- 13. 1-m rectangular Weir with End Contractions Discharge Table with Head in Meters. Formulas: Discharge (L/s) = 1838 (1.0-0.2H) H1.5

Table V- 14. 1.5-m rectangular Weir with End Contractions Discharge Table with Head in Meters. Formulas: Discharge (L/s) = 1838 (1.50-0.2H) H1.5

Table V- 15. 2-m Rectangular Weir with End Contractions Discharge Table with Head in Meters. Formulas: Discharge (L/s) =1838 (2.0-0.2H)H1.5

Table V- 16. 3-m Rectangular Weir with End Contractions Discharge Table with Head in Meters. Formulas: Discharge (L/s) =1838 (3.0-0.2H) H1.5