Tímarit Verkfræðingafélags Íslands


Tímarit Verkfræðingafélags Íslands - 01.05.1947, Blaðsíða 18

Tímarit Verkfræðingafélags Íslands - 01.05.1947, Blaðsíða 18
40 TÍMARIT V.F.Í. 1947 day-time mainly, but the pumps work all 24 hrs. The tanks thus function as a reserve. Also the pressure in the town is equalized to a great extent by means of this. The altitude of the tanks permits gravity flow to the pipe system in town. However, in case of maximum use, a boosting pump station built in the line leading from the tanks is operated. This is auto- matically controlled by a manometer in town. This reserve station has three pumping units, one for each line and one for reserve. The pumps are driven by 75 H. P. electric motors. Each pump delivers up to 250 1/sec; the units combined are capable of increasing the head 10—20 m. The double line from the tanks to the town is made of 16 inch. steel pipes, a distance of 900 m. The water system in town through the streets is about 40 km, made of 1 to 18 inch. pipes. It has about 300 closing valves, also security valves (the same as main water line). The branches to the houses from the street-lines are mainly of %—1 inch. pipes, out-of- door house-lines being about 21 km. Insulation. Insulation is of the greatest importance due to the distances. This differs in the various parts of the system. The selection of material was made with regard to three main factors, insulating capacity, cost and dura- bility, since ground water and leakage are liable to effect damages both on insulation and the pipes. To minimize damages of this kind most out-door pipes rest on iron supports in closed concrete channels which slope sufficiently for drainage through special drains at the end of the slopes. Leakage was pre- vented by welding the pipes together wherever possible. However, insulating material had to be chosen with regard to leakage and moisture. Numerous insulating materials were tried out. The material selected for the widest lines was a double cover of a special turf, that for the urban system porous lava slags filling the concrete channels around the pipes. House-lines are insulated outdoors by glass-wool, protected from ground water by tarred paper and bitumen sheets melted together on the edges. In-doors, felt wrapped in linen was used. Around valves and expansion joints and in house-line boxes, ropes and mats of glass wool, the latter coated with asphalted paper, were used. The cistern at Reykir is insulated by turfy ground. The concrete tanks on Öskjuhlíð are coated inside with 15 cm thick pumice slabs, then concrete coating, three layers of linen specially aspalted to withstand the heat and finally 5 cm thick reinforced concrete to protect the linen. The house-lines are the narrowest in the system, and consequently need the best of insulation, and for the same reason the street-line channels for 1 and 6 inch lines are of the same width. The insulation used has proved to be good, so that in the coldest part of the winter the temperature drop is only 2—3° C from Reykir to the tanks on Öskju- hlíð and 3—4° C from there to the farthest home using this heating system. Expansion and contraction. The heating system is exposed to great changes in temperature. Therefore allowances must be provided for thermal expansion and contraction, this being especially so for the pipes that lengthen about 1 mm per meter when the hot water is put on. For this reason expansion joints are inserted at proper jntervals, the pipes being fixed firmly between the joints, which are of various types. For the main line the joints are of the slip type with chromium plated steel slips. In the urban system short corrugated pipes of three different types are used, two of these being of steel and one of copper protected by cast iron rings. The walls of these pipes are with flexible trans- verse waves, but to minimize resistance against flow and to prevent stones settling in the waves, a steel pipe fastened at one end covers the inside of the joint. The number of the waves in each unit varies according to how great a movement it is to stand. Above mentioned expansion joints are made for lengthwise movements only, therefore flexible pipes made of copper alloy (tombak), which bend easily, are inserted. They are put in the narrowest street- lines and many places where a house-line and movable street-line are connected at right angles. The tombak pipes in the house-lines are of two types. One can stand about 5 cm bend, the other 10 cm bend. The less flexible one is used where the distance from anchored point in the street-line to the house-line connection is less than 50 m, the other where the distance is 50—100 m. In the urban system all crossings and bends are anchored and also at 100 m intervals on straight lines. On the main line this is at 200 m intervals. The anchors are of different sizes and types, depending on width of pipe and magnitude of the force, which in places amounts to about 23 tons. In order to prevent side strain on the expansion joints the streetlines are laid on iron supports to prevent sagging. Iron bars prevent side bends. In the main line roll- er bearings are used instead of iron supports, side supports being unnecessary. The expansion of the house-lines is cared for by zigzag bends of the pipes — the insulation coating

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