Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
=28. The Rational Method.=—The water which falls during a storm must be
removed rapidly in order to prevent the flooding of streets and
basements, and other damages. The quantity of water to be cared for is
dependent upon: the rate of rainfall, the character and slope of the
surface, and the area to be drained. All methods for the determination
of storm-water run-off, whether rational or empirical, depend upon these
factors.
The so-called Rational Method can be expressed algebraically, as,
_Q_ = _AIR_,
in which _Q_ = rate of run-off in cubic feet per second;
_A_ = area to be drained expressed in acres;
_I_ = percentage imperviousness of the area;
_R_ = maximum average rate of rainfall over the entire
drainage area, expressed in inches per hour, which
may occur during the time of concentration.
The area to be drained is determined by a survey. A discussion of _R_
and _I_ follows in the next two sections. An example of the use of the
Rational Method is given on page 95.
=29. Rate of Rainfall.=—Rainfall observations have been made over a long
period of time by United States Weather Bureau observers and others.
Continuous records are available in a few places in this country showing
rainfall observations covering more than a century. Such records have
been the bases for a number of empirical formulas for expressing the
probable maximum rate of rainfall in inches per hour, having given the
duration of the storm. Table 13 is a collection of these formulas with a
statement as to the conditions under which each formula is applicable.
The formula most suitable to the problem in hand should be selected for
its solution.[22]
TABLE 13
RAINFALL FORMULAS
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