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18:36 Jan 15, 2009 |
Portuguese to English translations [PRO] Tech/Engineering - Engineering (general) / hydraulics | |||||||
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| Selected response from: rhandler Local time: 23:51 | ||||||
Grading comment
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Summary of answers provided | ||||
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4 | maximum depth of flow |
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3 | channel-floodplain |
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Summary of reference entries provided | |||
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y/D |
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channel-floodplain Explanation: Several articles discuss submerged and unsubmerged surfaces. The submerged (flooded) surfaces are 'molhadas'. ... the combination of rough walls and a smooth bed. One test, a combination of smooth walls and a rough bed, gave an effective n value about 4 percent lower than measured. (4) James and Brown reported that the “Manning or Chezy equations do not accurately predict the stage discharge relation in a channel-floodplain configuration for shallow depths on the floodplain (1.0 < Y/D < 1.4; * where Y = main channel depth and D = main channel bank full depth) without adjustments to either the resistance coefficient or the hydraulic radius.... the effects of geometry seem to disappear at the higher stages, i.e., for Y/D > 1.4, it no longer became necessary to make any correction to the basic equations” (James and Brown 1977, p 24). Reference: http://www.humboldt.edu/~geology/for_download/fluvial/USACE_... |
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maximum depth of flow Explanation: I checked the expression on the classic "Water Supply and waste Disposal", by W. A. Hardenbergh and Edward B. Rodie, besides the following examples: [PDF] CHAPTER 11 Formato do arquivo: PDF/Adobe Acrobat depth of critical flow using the critical depth chart for circular pipe: ..... Determine the maximum depth of flow that the underlying mater ... ftp://ftp.odot.state.or.us/techserv/Geo-Environmental/Hydrau... [PDF] UFC 3-230-16A Drainage and Erosion Control Structures for ... Formato do arquivo: PDF/Adobe Acrobat - Ver em HTML of a vertical section of circular pipe affixed to the ...... maximum depth of flow, (d /D. required to prevent deposition of very coarse sand ... www.wbdg.org/ccb/DOD/UFC/ufc_3_230_16fa.pdf -------------------------------------------------- Note added at 19 hrs (2009-01-16 14:11:40 GMT) Post-grading -------------------------------------------------- Glad I was able to help! |
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2 hrs peer agreement (net): +1 |
Reference: y/D Reference information: y = depth of fluid D = diameter of pipe |
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Note to reference poster
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