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Mannings N: table 2

8. on irregular excavated rock to g. sluggish reaches, weedy, deep pools

Manning's n roughness coefficients for open channels and closed conduits — used in hydraulic flow calculations

Civil Engineeringsection: table 29 rowsPage 7 of 8
sectiondescriptionn max (dimensionless)n min (dimensionless)n normal (dimensionless)subcategory
table 2a. bottom: gravels, cobbles, and few boulders0.050.030.042. Mountain streams, no vegetation in channel, banks usually steep, trees and brush along banks submerged at high stages
table 2a. clean, straight, full stage, no rifts or deep pools0.0330.0250.031. Main Channels
table 2b. bottom: cobbles with large boulders0.070.040.052. Mountain streams, no vegetation in channel, banks usually steep, trees and brush along banks submerged at high stages
table 2b. same as above, but more stones and weeds0.040.030.0351. Main Channels
table 2c. clean, winding, some pools and shoals0.0450.0330.041. Main Channels
table 2d. same as above, but some weeds and stones0.050.0350.0451. Main Channels
table 2e. same as above, lower stages, more ineffective slopes and sections0.0550.040.0481. Main Channels
table 2f. same as "d" with more stones0.060.0450.051. Main Channels
table 2g. sluggish reaches, weedy, deep pools0.080.050.071. Main Channels

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