SOME time ago the water supply to the residence of His Royal Highness the Prince of Wales, at Sandringham, was found to be in a very unsatisfactory condition both as regards quantity and quality, In consequence of this, Mr. Rawlinson, C.E., C.B., received instructions to investigate the matter, and to advise as to remedial measures. It was found necessary to extend those preliminary inquiries beyond the question of water to those of the house drainage arrangements and the disposal of the sewage. In these investigations Mr. Rawlinson availed himself of the services of Messrs. Lawaon and Mansergh, of Westminster, and under Mr. Rawlinson's supervision, and with his approval Mr. Mansergh has designed and superintended the whole of the works as acting engineer. Careful surveys of the whole district were first made, and trial borings for water were put down in several places. In the end it was determined to obtain the water supply from a chalk spring situated at a distance of about 1½ mile from Sandringham Hall, This spring is the principal feeder of a small stream running through Den Beck Wood, and which at that point forms the boundary line betwixt the estate of His Royal Highness and the Earl of Leicester. The spring is thrown out by the clay underlying the chalk at about 92 ft. above ordnance datum, or about 22 ft. below the ground floor of the hall. Between the spring and the hall a ridge of high ground intervenes, rising to 175 ft. above ordnance, or to about 5 ft. above the highest part of the roof.
Although this is the most elevated point in the neighbourhood, still it is not sufficiently high to give adequate pressure for fire extinguishing purposes. A tower 60 ft. high has, therefore, been erected, upon which is placed a tank to be used as a service reservoir, and from this tank supply mains have been laid down to and around the hall. The yield of tho spring varies from about 15,000 to 150,000 gallons per 24 hours. The water is clear and sparkling, and has a total hardness of about 17 deg. on Clarke's scale, but is softened to about 6 deg. prior to being pumped into the tank. The relative positions of the spring, the pumping station, and the hall, are shown on the general plan (Fig. 4) in our two-page engraving. In order to preserve the water from contamination of any description and to prevent waste, the spring has been closed in a bricked chamber covered with a landing, and provided with an overflow and notch plate for measuring the quantity, and in the landing there is a locked manhole. From this chamber a line of 9-in. glazed stoneware pipes conveys the water to a small screening chamber at the pumping station. This line of pipes is 750 yards long, and has a fall of 1 in 800, and its water-lightness is insured by the use of Stanford's patent joints. In the screening chamber there is a fixed overflow by means of which any surplus water may be turned into the stream, or the whole diverted past the softening tanks into the underground reservoir.
In ordinary working a certain quantity is delivered in the oval chamber in the first building seen to tho right in the general plan of tho pumping station, see Fig. 6. It is there converted into lime-water, the mixture with the lime being assisted by a pair of revolving agitators driven by a three-cylinder Ramsbottom hydraulic engine, worked by a small branch from the rising main. The cylinders are about 8 in. long and 1½ in. in diameter. The lime-water is then delivered into two softening tanks in the second building, each holding 3000 gallons, and this quantity is turned into them to to mixed with the lime-water. After allowing a proper time for the reaction and the settlement of the precipitate, the water is drawn off by means of self-acting syphons into the underground reservoir, which contains 18,000 gallons, and is then ready to be pumped into the tank on the tower.
The pumping apparatus is shown in elevation, plan, and section at Figs. 1, 2, and 3 of our two-page engraving. It consists of a set of three-throw single-acting ram pumps driven by a horizontal condensing engine supplied with steam from a Cornish boiler. The boiler is 4 ft. in diameter and 12 ft. long, and has a 26 in. flue fitted with three Galloway tubes. Tho plates of the shell are of best Staffordshire iron ⅜ in. thick, with the edges planed. The end plates are ½ in. thick in one piece, the back end flanged, and the front turned true on edge and secured to the shell with external angle iron. Both end plates were bored for the flue. The longitudinal seams are double-riveted, and the flue is formed at the.front end with two flanged rings of Lowmoor iron and the back of best best Staffordshire ⅜ in. thick. All the rivets are of Lowmoor, and the manhole frame and dome are of wrought iron. The boiler has the usual fittings and a No. 4 Giffard's injector, with a valve to admit a supply.of water from the rising main. The cylinder of the engine is 9 in. in diameter, steam jacketed, and fitted with double covers, lubricators, etc., and is covered with felt under mahogany lagging; the stroke of the piston is 18 in. Variable expansion apparatus on Meyer’s principle has been adopted and is adjusted to cut off the steam at from one-tenth to three-tenths of the stroke. The crosshead connecting-rod; piston-rod, crank-pin, crankshaft, eccentric-rods, and valve spindles are all of steel. The flywheel is 7 ft. in diameter, weighs two tons, and is turned and polished. A governor of ordinary construction acts upon an equilibrium throttle-valve, and is set to a maximum speed of sixty revolutions per minute. A polished balanced disc crank is keyed on the crankshaft; and the eccentrics are of cast-iron with gun-metal, rings. The condensing apparatus is fixed behind the cylinder on the same bedplate, and the air-pump has gun-metal ram worked by the piston-rod.
The pumps are placed in a room in the engine-house, and consist of a set of three brass rams 7 in. diameter and 19 in. stroke with brass valves and seatings. Upon the rising main is an air vessel fitted with glass gauge to indicate the quantity of air contained in it, the supply of which.is kept up by a small-air pump worked from the main primp shaft. The pump driving gear consists of a polished Lowmoor three-throw crankshaft carried in five pedestals with gun-metal steps supported upon a strong framing, part cast with the engine bedplate and part bolted to it. A spur mortise wheel 6 ft. in diameter is keyed on the pump shaft and driven by an iron pinion on the crankshaft. The pump connecting rods are of forged iron and the guide bars of steel firmly secured to the pumps and also to the framing which carries the shaft over them. At the ordinary working speed of ten strokes a minute the pumps will lift 75 gallons in that time. Betwixt the engine-house and the other building is a cooling pond for the condensing water.
The rising main is 4 in. in diameter and 600 yards in length from the pumping station to the tank on the tower, and the net lift from the bottom of the underground reservoir, or pump well, is 175 ft. The rising main is made good to the bottom of the tank so that he pressure is always available for working the hydraulic engine at the agitators. The tank is of cast iron octagonal in plan, 24 ft. across and 12 ft. deep, and will hold 32,000 gallons. It stands upon jack arches supported by two main and six cross girders of cast iron fixed on the top of the tower. The bottom consists of 49 plates, the central plate being octagonal and carrying a l2 in. hollow pipe or column which serves partly to. support the roof and acts as a smoke flue for the cottage below. The remaining 48 plates of the bottom are cast from four patterns. The plates of the outside ring are turned up 12 in. to form the lowest course of the sides. Above this there are five courses or tiers of plates, breaking joint, and consisting of 120 plates cast from six patterns. The top tier has an internal flange 9 in. broad, supporting the outer ends of the roof bearers. All the plates, with the exception of the one in the centre of the bottom, are ¾ in. thick ; the edges are planed and the joints are formed by internal flanges caulked with rust cement.
On each of the eight sides of the tank there are two internal vertical cast T stiffeners fitting accurately betwixt the bottom and the underside of the top flange, having lugs cast upon them for attachment to all the plate flanges. Upon these stiffeners are also formed bosses through which, the four sets of tie-rods pass from side to side of the tank. These tie-rods are secured in the following manner: On the inside the tank plate a boss is formed the depth of the joint flanges and supported by four radial brackets. This boss has a conical hole truly bored in it 2 in. in diameter outside and 1¼ in. inside. The end of the tie-rod is turned accurately to fit this hole. Just on the inside of the stiffener boss the tie bolt is threaded and a nut and washer are screwed home against the boss. The tie-rods are in two lengths, each half being passed through from the outside of the tank and then the two are secured and tightened up by means of right and left-hand couplings.
The roof is of timber covered with lead, and is provided with lights, ventilators, and manholes. It is protected by a neat cast iron railing, and may be used as a look-out, affording as it does a magnificent view of the surrounding country. The roof and the two floors below the tank are accessible from the outside by means of a circular cast-iron staircase fixed in an octagonal turret. The two floors at the foot of tho tower are intended to be used as a dwelling house, and have an independent, entrance and staircase. The tower, of which we give a perspective view on the previous page, is built principally of brick, the angle quoins in the battered base being of red Mansfield stone filled in with the Carr rock of the district.
The supply main from the tank to the hall is 6 in. in diameter, and 1870 yards in length. This main feeds two 4 in. branches, which encircle the house, and upon which are placed twelve hydrants. The stables, gardens, equerries’ lodge, and Sandringham Cottage, are supplied by means of 3 in. branches. The working of the hydrants has been tested in the presence of Captain Shaw to his entire satisfaction, and the residence of His Royal Highness may now be considered as well protected in case of fire, so far as an ample provision of water under pressure can protect it. The new supply is all that can be de-aired for general, sanitary, and domestic requirements.
During construction the works were superintended for the engineers by Mr. Edmund Beck, Jun., and Mr. Samuel Groves acted as clerk of works on the tower. The pumping machinery and tank have been made and erected by Messrs. Pratchitt, of Carlisle. Messrs. Cochrane, Grove, and Co., of Middlesbrough, have supplied the iron pipes ; and Messrs Doulton the stoneware pipes. Altogether the works form a very interesting and satisfactory example of modem private water supply on a large scale, and they are highly creditable to all concerned in their design and execution.
“Engineering” 31st January, 1879.
informing us that this Watertoren was built in 1895 and contained 600,000 litres (132,000 gallons). It gave the architect as M.A.C. Hartman.
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