THE DISTRIBUTION OF HYDRAULIC POWER IN LONDON.

At a recent meeting of the Institution of Civil Engineers, a paper on the

above subject was read by Mr. Edward Bayzand Ellington, M. Inst. C. E. The

author observed that water power was no new force, but that, as formerly

understood, it was limited in its application to systems of mechanism

suitable for the low pressures found in nature. The effects obtained by

the use of high pressure were so different in degree from all previous

experience, that a new name was needed, and had been found in the term

"hydraulic power." Bramah's genius produced the hydraulic press, and he

clearly foresaw the future development and great capabilities of his

system; but it was reserved for Lord Armstrong to work out and superintend

the intricate details that had to be developed before the system could be

made fully serviceable. The public supply of hydraulic power in London

constituted the latest development of this system. The hydraulic power was

supplied through mains charged by pumping at a pressure of 700 lb. per

square inch. The first and largest pumping station had been erected on a

site known as Falcon Wharf, about 200 yards east of Blackfriars Bridge.

The engine house at present contained four sets of pumping engines, each

set being capable of exerting 200 I. H. P.

The engines were vertical compound, of a type comprising the advantages of

a three-throw pump with direct connection between the pump plungers and

the steam pistons. Each set of engines would deliver 240 gallons of water

per minute into the accumulators at 750 lb. pressure per square in. at a

piston speed of 200 ft. per minute. This was the normal speed of working;

but, when required, they could be worked at 250 ft. per minute, the

maximum delivery being 300 gallons per minute. The condensing water was

obtained from storage tanks over the engine house, and was returned by

circulating pumps to one or other of those tanks. The water delivered into

the mains was maintained all the year round at temperatures of between 60 deg.

and 85 deg. The boilers were of the double flued Lancashire type, and were

made of steel. All were fitted with Vicars' mechanical stokers. At the

back of the boilers was a Green's economizer, consisting of ninety-six

tubes. The economizer and the stoker gear and worm were driven by a

Brotherhood three cylinder hydraulic engine. The reservoir of power

consisted of accumulators. The accumulators at the pumping station were

two in number, each having a ram 20 in. in diameter and 23 ft. stroke.

The weight cases were of wrought iron, and were filled with iron slag. The

total weight of the case and load on each ram was approximately 106 tons,

corresponding to a pressure of 750 lb. per square in. The storage tanks

formed the roofs for the engine and boiler houses. The water for the power

supply was obtained from the river Thames, and was pumped into the tank

over the engines. The water passed through the filtering apparatus by

gravity into the filtered water tank over the boiler house, which was 7

ft. below the level of the unfiltered water tank. The filters consisted of

cast iron cylinders, and each contained a movable perforated piston and a

perforated diaphragm, between which was introduced a quantity of broken

sponge; the sponge was compressed by means of hydraulic pressure from the

mains. The delivery of power water from the Falcon Wharf pumping station

was through four 6 in. mains. The most distant point of the mains from the

accumulators was at the west end of Victoria Street, and was 5,320 yards,

or just over three miles. To provide for all frictional loss in the pipes

and valves, the accumulators had been loaded to 750 lb., the stated

pressure supplied being 700 lb. per square in. The total length of the

mains at present laid was nearly twenty-seven miles. The mains were laid

in circuit, and there were stop valves at about every 400 yards, so that

any such section of main could be isolated.

The method employed for detecting leakage was based upon an automatic

record of the number of gallons delivered into the mains, and in cases of

abnormal increase during the night, if found to arise during the early

hours of the morning, the mains were tested. The power water used was

invariably registered through meters on the exhaust pipes from the

machines, and from the meters passed to the drains. There was a sliding

scale of charges from 8s. to 2s. per 1,000 gallons at 700 lb. pressure per

square inch, designed to meet, as nearly as possible, the variable

conditions and requirements of consumers. The more continuous the use, the

lower the charges. The scale was intended chiefly for intermittently

acting machinery, and experience had fully proved that these rates were

sufficiently low to effect a large saving to the consumer in almost all

cases, whether for a large or a small plant. The author believed any idea

of supplying power from a central source at rates much below these to be

chimerical. The practical efficiency of the hydraulic system might be

fixed at from 50 to 60 per cent. of the power developed at the central

station. No other method of transmission would, he thought, show a better

result; and the general convenience and simplicity of the hydraulic system

were such that its use would hardly be affected, even if there were no

direct economy in the cost of working.

In addition to the general supply of hydraulic power, in the City and

adjoining districts, to the six hundred and fifty machines at present

worked, a new departure had been taken by the application of hydraulic

power to an estate at Kensington Court--the name given to an area of about

seven acres opposite Kensington Gardens. Seventy houses and dwellings were

to be built on this estate, of which thirty had been already erected. Each

house was fitted with a hydraulic lift, taking the place of a back

staircase, and the power supply was provided on the estate expressly for

working these lifts. The driven machinery was of as great importance to an

economical and satisfactory result as the distributing plant, but this

obvious fact was not always understood. General regulations had been

prepared by the author, defining the conditions to be observed by

manufacturers in fitting up machinery for connection to the power mains.

They were intended to secure safety, and an efficient registration of the

quantity of power used; but they left the question of the economy and of

the efficiency of the machines to be settled between the consumers and the

makers. In London more lifts were working from the mains and more power

was used by them than by any other description of machinery. The number of

all classes at present at work was over four hundred. The principal types

in use were fully described. In some cases there had been, by adopting the

public supply, a saving in the cost of working of about 30 per cent., as

compared with the steam pumping plant previously in use.

Lifts were now becoming so general, and the number of persons who used

them was so great, that the author considered it necessary to urge the

importance of securing the greatest possible safety in their construction,

by the general adoption of the simple ram. Suspended lifts depended on the

sound condition of the ropes or chains from which the cages hung. As they

became worn and unreliable after a short period, it was usual to add

safety appliances to stop the fall of the cage in case of breakage of the

suspending ropes; but they could not be expected to act under all

circumstances. As an indication of the important part which lifts occupied

in a modern hotel, it might be mentioned that at the Hotel Metropole there

were, including the two passenger lifts and that for the passengers'

luggage, no less than seventeen hydraulic lifts in use day and night,

while the work done represented about 2,000 tons lifted 40 ft. in this

time. The next largest use of the power was for working hydraulic cranes

and hoists of various kinds along the river side, and in the city

warehouses. It often happened that the pressure in the power mains was not

sufficient for pressing purposes.

The apparatus known as an intensifier was then used, by which any pressure

required could be obtained. Hydraulic power was also used at Westminster

Chambers, and elsewhere, for the purpose of pumping water from the chalk

for domestic use. The pump was set going in the evening and continued

working till the tanks were full, or until it was stopped in the morning.

For work of this kind, done exclusively at night, a discount was allowed

from the usual rates. Mr. Greathead's injector hydrant, made at the

Elswick works, had been in use to a limited extent in London in connection

with the power mains.

A small jet of high pressure water, injected into a larger jet from the

water works mains, intensified the pressure of the latter in the delivery

hose, and also increased the quantity. By this means a jet of great power

could be obtained at the top of the highest building without the

intervention of fire engines. This apparatus enabled the hydraulic power

supply to act as a continuous fire engine wherever the mains were laid,

and was capable of rendering the greatest assistance in the extinction of

fire; but there was an apathy on the subject of its use difficult to

understand. In Hull the corporation had put down a number of these

hydrants in High Street, where the hydraulic power mains were laid, and

they had been used with great success at a fire in that street. The number

of machines under contract to be supplied with power was sufficient, with

a suitable reserve, to absorb the full capacity of the station at Falcon

Wharf, and another station of about equal capacity was now in course of

erection at Millbank Street, Westminster. The works had been carried out

jointly by the author and Mr. Corbet Woodall, M. Inst. C. E.; Mr. G.

Cochrane had been resident engineer and superintendent. The pumping

engines, accumulators, valves, etc., and a considerable portion of the

consumers' machinery, had been constructed at the Hydraulic Engineering

Works, Chester. Sir James Allport, Assoc. Inst. C. E., who was the first

to adopt hydraulic power for railway work, had been associated with the

enterprise from the commencement of its operations in 1882. His wide

influence and extended experience had greatly assisted the commercial

development of the undertaking.

Scientific American Supplement, No. 648, June 2, 1888. · 第 10 / 58 题