London's Pulse: Medical Officer of Health reports 1848-1972

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Poplar 1895

[Report of the Medical Officer of Health for Poplar, Bromley, South District comprising the parishes of All Saints Poplar and Bromley Saint Leonard]

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7i

ROYAL OBSERVATORY, GREENWICH. Excessive Rainfalls in Short Periods of Time, 1861-1895.

Date.Amount and Period.
1865 —May230.54 in. fell in17 minutes.
1865—June300.48 „ „17 „
1865—August231.09 „ „2½ hours = 150 m.
1867—July263.58 ,, ,,10 hours1
1868—May290.52 ,, ,,8 minutes.
1874—July110.87 ,, ,,25
1875—August70.93 ,, ,,30 „
1877—August220.70 ,, ,,30 „
1878—April112.51 „ „13 hours*
1878—May71.00 ,, ,,50 minutes.
1878—June130.65 „ ,,30 „
1888—June261.10 „ „1 hour = 60 m.
1888—July180.78 ,, ,,30 minutes.
1888—July301.70 ,, ,,2 hours = 120 m
1890—July170.73 ,, ,,1 hour = 60 m.
1891—August20.52 ,, ,,30 minutes.
1893-July120.64 ,, ,,40 „ „
1895—September70.75 ,, ,,32 „
*Great floods.
1895, Sept. 12.W. H. M. Christie.

The area drained in Sussex Street is 180,000 superficial feet. The
sewer has a fall of one foot in a hundred feet; therefore, the velocity
of the sewage flowing will equal 275 feet per minute,* and the sewer
* The formula used was :—
V = 55 x (V D x 2 F)
V = velocity in feet per minute.
D = hydraulic mean depth.
F = fall in feet per mile.
Then if A = section area of current of fluid, VA = discharge in cubic feet per
minute.
The hydraulic mean depth is one-fourth the diameter in circular pipes.