The Sewerage Engineers Note book Being Standard Notes On Sewer Formul And Se
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In our eReader you can find the full English version of the book. Read The Sewerage Engineers Note book Being Standard Notes On Sewer Formul And Se 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 Sewerage Engineers Note book Being Standard Notes On Sewer Formul And Se
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To quickly assess the difficulty of the text, read a short excerpt:
A = area of drainage district in acres.
In this formula Q increases with R, C and S, and diminishes as A increases ; but the formula takes no account of the shape of the watershed. It is, moreover, based on gaugings of comparatively small areas; hence, when applied to large areas it has generally proved unreliable.
Hawkslry and JJazalgete adopted the following formula: 3 L g- A + Log.
where D = diameter of circular sewer in inches, to carry off a rainfall of 1 in. Per hour. A = number of acres ...drained. N" = length of feet in which the sewer falls 1ft.
This formula contains only two variables the area and the slope without taking account of any of the other functions entering into the problem, and, besides, only allows for a maximum rainfall of 1 in. Per hour. It is, therefore, not surprising that in a number of cases where sewers have been proportioned by this formula additional relief sewers have had to be constructed subsequently.
Colonel Adams' formula, as simplified by Kuich- ling, reads : Q = 1-035 Ar */-* V A 2 r 2 where Q = maximum discharge of outlet sewer, cubic feet per second.
What to read after The Sewerage Engineers Note book Being Standard Notes On Sewer Formul And Se?
You can find similar books in the "Read Also" column, or choose other free books by Albert Wollheim to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
A = area of drainage district in acres.
In this formula Q increases with R, C and S, and diminishes as A increases ; but the formula takes no account of the shape of the watershed. It is, moreover, based on gaugings of comparatively small areas; hence, when applied to large areas it has generally proved unreliable.
Hawkslry and JJazalgete adopted the following formula: 3 L g- A + Log.
where D = diameter of circular sewer in inches, to carry off a rainfall of 1 in. Per hour. A = number of acres ...drained. N" = length of feet in which the sewer falls 1ft.
This formula contains only two variables the area and the slope without taking account of any of the other functions entering into the problem, and, besides, only allows for a maximum rainfall of 1 in. Per hour. It is, therefore, not surprising that in a number of cases where sewers have been proportioned by this formula additional relief sewers have had to be constructed subsequently.
Colonel Adams' formula, as simplified by Kuich- ling, reads : Q = 1-035 Ar */-* V A 2 r 2 where Q = maximum discharge of outlet sewer, cubic feet per second.
What to read after The Sewerage Engineers Note book Being Standard Notes On Sewer Formul And Se?
You can find similar books in the "Read Also" column, or choose other free books by Albert Wollheim to read onlineMoreLess
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