| dc.contributor.author | David A. Chin | |
| dc.date.accessioned | 2022-01-30T19:28:01Z | |
| dc.date.available | 2022-01-30T19:28:01Z | |
| dc.date.issued | 2020 | |
| dc.identifier.other | %28ASCE%29EE.1943-7870.0001677.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4265353 | |
| dc.description.abstract | Various protocols are used in the hydraulic design of sanitary sewers, with key differences related to the assurance of self-cleansing, and the selection of Manning’s n. Analyses reported in this paper show that (1) self-cleansing of sewer pipes should not generally be assessed based on a specified full-flow velocity, (2) the typical Manning’s n values for specified pipe diameters recommended by ASCE are not generally appropriate, and (3) an exact analytic relationship between the minimum self-cleansing slope and the minimum flow rate can replace the empirical relations recommended by ASCE. | |
| dc.publisher | ASCE | |
| dc.title | Issues in Hydraulic Design of Sanitary Sewers | |
| dc.type | Journal Paper | |
| dc.journal.volume | 146 | |
| dc.journal.issue | 4 | |
| dc.journal.title | Journal of Environmental Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)EE.1943-7870.0001677 | |
| dc.page | 04020016 | |
| dc.tree | Journal of Environmental Engineering:;2020:;Volume ( 146 ):;issue: 004 | |
| dc.contenttype | Fulltext | |
