Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
Exponential formulas have been developed as the result of experiments
which have demonstrated that _V_ does not vary as the one-half power of
_R_ and _S_ but that the relation should be expressed as,
_V_ = _CR_^{_p_}_S_^{_q_},
in which _p_ and _q_ are constants and _C_ is a factor dependent on the
character of the material. The various formulas coming under this
classification have been given the names of the experimenters proposing
them. Examples of these formulas are: Flamant’s, in English units, for
new cast-iron pipe, which is,
_V_ = 232_R_^{.715}_S_^{.572},
and Lampé’s for the same material which is,
_V_ = 203.3_R_^{.694}_S_^{.555}.
These formulas are useful only for the material to which they apply, but
they can be used for conduits of any shape. A. V. Saph and E. W. Schoder
have shown[31] that the general formula for all materials lies between
the limits,
_V_ = (93 to 142)_S_^{.50 to .55}_R_^{.63 to .69}.
Hazen and Williams’ formula is in the form,
_V_ = 1.31_CR_^{.63}_S_^{.54},
in which _C_ is a factor dependent on the character of the material of
the conduit. The values of _C_ as given by Hazen and Williams are,
_C_ CHARACTER OF MATERIAL
95 Steel pipe under future conditions. (Riveted steel.)
Cast iron under ordinary future conditions and brick
100 sewers in good condition.
110 New riveted steel, and cement pipe.
120 Smooth wood or masonry conduits under ordinary conditions.
Masonry conduits after some time and for very smooth pipes
such as glass, brass, lead, etc., when old, and for new
130 cast-iron pipe under ordinary conditions.
This formula is of as general application as Kutter’s formula and is
easier of solution, but being more recently in the field and because of
the ease of the solution of Kutter’s formula by diagrams it is not in
such general use. Exponential formulas are used more in waterworks than
in sewerage practice.
Manning’s formula is in the form,
_V_ = 1.486⁄_n__R_^⅔_S_^½
in which _n_ is the same as for Kutter’s formula. Charts for the
solution of Manning’s formula are given in Eng. News-Record, Vol. 85,
1920, p. 837.
Public-domain text, read in full here on John Shaqi.
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