Henry C. Adams

Capitolo 93

where R equalizes bad standing hydraulic depth and S = the relationship
of fall to length;  the autumn that you/he/she is taken as the difference in
levels among the sewage and the sea after check has been
constituted the different densities. In this case the autumn is
20.42 fts in a length of 6,126 fts that gives an inclination of 1
in 300. The bad hydraulic depth equalizes

[* The mathematics:  \ the frac{d}{4}];

the I unload in demand, 2,497 cubic feet for min it equalizes the
area,

[* The mathematics:  (\ frac{\pi d^2}{4})]

multiplied by the speed, therefore the standing speed for
according to = 4/(pi d^2s) x 2497/60 = 2497/(15 d^2s of the pi) and the
formula becomes then

2497/(15 d^2s of the pi) = 124 xes * 3rd_root(d^2)/3rd_root(4^3 *) x
sqrt(1)/sqrt(300)

or d^2 x 3rd_root(d^2) = 3rd_root(d^6) = (2497 xes 3rd_root(16) x
sqrt(300)) / (124 xes 15 xes 3.14159*)

or (8 xes cut in fetterses d)/3 = trunk 2497 + (1/3 xes cut in fetterses 16) + (* xes cut in fetterses 300) -
you cut in fetterses 124 - trunk 15 - trunk 3.14159;

or I truncate d = 3/8 (3.397419 + 0.401373 + 1.238561 - 2.093422 -
1.176091 - 0.497150) = 3/8 (1.270690) = 0.476509.

* d = 2.9958 * the feet = 35.9496, say 36 thumbs.

As it happens, this would be been able to be gotten directed by the
tables where the I unload of a 36 in pipe to an inclination of 1
in 300 = 2,506 cubic feet for minute, as against 2,497 cubic
feet required, but the shows on the method to work when
the figures in the tables don't suit him with those related to
the particular available case.

This result differs from the gotten one rather before,
but there the rests a third method that we can now manufacture test
of--or rather, Saph and the formula of Schoder for the I unload of
water connected to the net, V = 174 3rd_root(R^2) x S ^  .51 *. Replacing
values similar to those first taken, this formula can be,
writing

2497/(15 d^2s of the pi) = 174 xes 3rd_root(d_2)/3rd_root(4^2) x
1 ^  .51/300 ^  .51

or d^2 x 3rd_root(d^2) = 3rd_root(d^6) = (2497 xes 3rd_root(16) x
300 ^  .51) / (174 xes 15 xes 3.14159)