The Graphical Solution of Hydraulic Problems. Treating of the Flow of Water Through Pipes, in Channels And Sewers, Over Weirs, Etc.
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In our eReader you can find the full English version of the book. Read The Graphical Solution of Hydraulic Problems. Treating of the Flow of Water Through Pipes, in Channels And Sewers, Over Weirs, Etc. Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book The Graphical Solution of Hydraulic Problems. Treating of the Flow of Water Through Pipes, in Channels And Sewers, Over Weirs, Etc.
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To quickly assess the difficulty of the text, read a short excerpt:
long with end contraction and measured head or' 0.6 ft. ?
* The velocity may also be obtained by observations with floats or a current-meter.
RECTANGULAR WEIRS. 43 The channel is 6 ft. wide and 1.5 ft. deep = 9 sq. ft.
area, depth below crest 1 foot.
Corrected s length = 4— {.zh or .12) = 3.88 ft.; the ap- proximate discharge, from diagram No. 23, due to .6 head is 6 cu. ft. per second. Velocity of approach = 6-^9 = 0.667 f eet P er second. On Table No. 6, for weirs with end contraction, opposi...te v = 0.7, and in column for depth below crest = 1 foot and head of 0.60, find the correction = 0.013 ! a dd this to the measured head, = 0.6 + 0.013 = °-6 I 3- Then, with corrected length = 4 — 2h = 3.877, the discharge for corrected head of 0.613 ~ 6.2 cu. ft. per second or 2780 gallons per minute.
Note. — Fteley and Stearns give a diagram in the paper referred to from which the head to be added for velocity of approach can be taken directly, without first finding the mean Velocity. This diagram only applies to weirs without end contraction.
What to read after The Graphical Solution of Hydraulic Problems. Treating of the Flow of Water Through Pipes, in Channels And Sewers, Over Weirs, Etc.?
You can find similar books in the "Read Also" column, or choose other free books by Coffin, Freeman Clarke to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
long with end contraction and measured head or' 0.6 ft. ?
* The velocity may also be obtained by observations with floats or a current-meter.
RECTANGULAR WEIRS. 43 The channel is 6 ft. wide and 1.5 ft. deep = 9 sq. ft.
area, depth below crest 1 foot.
Corrected s length = 4— {.zh or .12) = 3.88 ft.; the ap- proximate discharge, from diagram No. 23, due to .6 head is 6 cu. ft. per second. Velocity of approach = 6-^9 = 0.667 f eet P er second. On Table No. 6, for weirs with end contraction, opposi...te v = 0.7, and in column for depth below crest = 1 foot and head of 0.60, find the correction = 0.013 ! a dd this to the measured head, = 0.6 + 0.013 = °-6 I 3- Then, with corrected length = 4 — 2h = 3.877, the discharge for corrected head of 0.613 ~ 6.2 cu. ft. per second or 2780 gallons per minute.
Note. — Fteley and Stearns give a diagram in the paper referred to from which the head to be added for velocity of approach can be taken directly, without first finding the mean Velocity. This diagram only applies to weirs without end contraction.
What to read after The Graphical Solution of Hydraulic Problems. Treating of the Flow of Water Through Pipes, in Channels And Sewers, Over Weirs, Etc.?
You can find similar books in the "Read Also" column, or choose other free books by Coffin, Freeman Clarke to read onlineMoreLess
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