Austin |
Drainage Criteria Manual |
Section 7. CULVERTS |
Appendix 7.5.0. HYDRAULIC CONSIDERATIONS IN BRIDGE DESIGN |
§ 7.5.3. Modeling Hydraulic Conditions
Latest version.
The most commonly used backwater program for modeling hydraulic conditions at existing or proposed bridge crossings is the U.S. Army Corps of Engineers HEC-RAS.
Table 7-2 Calculation Table for Culvert Design
Example Table 7-2 Calculation Table for Culvert Design