New Mexico
NMDOT Drainage Design Manual
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Heuristic agency extract from prepared text. NMDOT Drainage Design Manual (July 2018) Pipeline excerpt repair removed 1 unlocated citation(s).
Fields not found in document: design_criteria.water_quality_volume_method, design_criteria.approved_bmp_categories, document_metadata.jurisdiction_name
Document Metadata
Jurisdiction level
State
No evidence cited
State
New Mexico
No evidence cited
Version / edition
Not found in document
No evidence cited
Adoption / effective date
Not found in document
No evidence cited
Last revised date
Not found in document
No evidence cited
Relationship to state manual
independent
No evidence cited
Design Criteria
Design storm return periods (years)
2-year, 50-year, 100-year
“6 Figure 402-18 Bulking Factors for the 100-year Peak Discharge for Natural Channels ...... 4—57 Figure 402-19 Estimated Bulking”
Water quality volume method
Not found in document
No evidence cited
Peak flow calculation method(s)
NRCS / SCS Curve Number (TR-55), HEC-HMS, HEC-RAS, USGS regression equations
“.............................. 4—79 404 NRCS Simplified Peak Discharge Method ..............................................”
Hydrologic/hydraulic software
HEC-HMS, HEC-RAS
No evidence cited
Approved BMP categories
Not found in document
No evidence cited