Tímarit Verkfræðingafélags Íslands


Tímarit Verkfræðingafélags Íslands - 01.05.1947, Síða 17

Tímarit Verkfræðingafélags Íslands - 01.05.1947, Síða 17
TÍMARIT V.F.Í. 1947 39 REYKJAVIK HOT WATER SUPPLY. Summary of the article on page 26—38. Lecture delivered by cliief ensineer Helgi Sigurðsson at a meeting of the Icelandic Engineering Society. The heating of Reykjavik by means of natural hot water is one of the largest projects encountered in industrial and technical developments in Iceland. This is a description of the project and its approaches. The first boring for natural hot water in Iceland was made in 1928, at Thvottalaugarnar near Reykja- vik, and a district heating system using this source of heat was completed in 1930. The result of this small scale district heating system proved to be advantageous and animated further executions of this kind. Heating of the whole town of Reykjavik being the aim, boring began, in the hot-spring region by Reykir in Mosfellssveit, in the year 1933. Estimated quantity of hot water there was 100 1/sec, but the boring increased this to 260 1/sec. Max- imum output obtained by air lift amounts to 300 1/sec. Furthermore the mean temperature of the water in- creased from 82° C to 87° C. The quantity of hot water required for heating the main part of the town was thus available. Building of the hot-water system itself started in the summer of 1939, at in spite of various difficulties and delays due to the war, water from Reykjavik Hot Water Supply was connected to the heating system of the first house Dec. lst 1943. By now, 3000 houses get their heat this way in addition to 70 houses that use water from Thvotta- laugarnar previously mentioned. In the hot-spring region at Reykir in Mosfellssveit 43 holes have been bored, 4—8 inch. in diameter and 135—720 m in depth. The additive depth of all the holes is about 15000 m. Two hot-springs are used without boring. These holes are scattered over an area of J/2 km2. The heat varies from 80° C to 90° C, the mean temperature being 87° C. Fitting of the holes is achived by fixing a few meters of steel pipe in the uppermost part of these, the lower part being a solid rock and therefore not liable to cave or to fall in. At ground level there is a side pipe from the cas- ing pipe leading to the collecting line. On this side pipe there is a gate valve and an expansion joint enclosed in a concrete box. The casing pipe is embedd- ed in the wall of the box and bent to the side above the wall. When the side pipe is closed the hot water thus escapes. This bend also serves as an outlet for gases. From the holes and the hot springs the water is piped to a cistern, which is close to the main pumping station. The total length of these pipelines is about 2800 m. These are steel pipes 4—12 inch in diameter. A section nearest to the cistern is made of a double line 13 inch. „Bonna” pipes. Water flows by gravity from the holes and springs to the cistern and from there to the pumping station. The cistern is circular, 11 m in diameter, made of reinforced concrete. It is divided into two equal sections by a wall. Each section can be emptied or filled seperately, this being done in case of inspections and repairs. The main function of the cistern is to equalize the flow and to reduce the velocity, thus preventing sand from entering the pumps. It has an overflow at 1.4 m from the bottom. The main pumping station pumps water to the town. Three pumping units, turbin pumps, each driven by 300 H.P. electric motor, are in the pumping station. With maximum water requirement two units are operated, the third being a reserve unit. Each pump moves 150 1/sec against a head of 140 m. Pumping hot water makes inlet head necessary, therefore the pumps are located in the cellar but the motors on the main floor, this being a safety arrangement. From the main pumping station the water runs through double line 14 inch. steel pipes to tanks built on the hill Öskjuhlíð close to Reykjavík, the distance being 15,3 km. The lines are connected to each other in three places thus arranged that i/jth of each line can be closed for inspection and repairs, while 80% of the quantity of water flows through the rest of the line without change of head at the pumps. On the line there are security devices, swing check valves in four places, air outlet valves and drain valves where landshape makes these necessary. Four bridges were built across rivers the line crossed. The hot-water tanks on Öskjuhlíð are seven, four built of reinforced concrete, volume 1100 m! each, and three made of steel, volume 1000 m3 each. These are built in circle in middle of which a small operating tower is built. This contains valves for closing each tank and leveling device recording the water level in each tank at the main-pumping station. The function of these tanks is to equalize the flow through the day, thus equalizing load on the motors and the main line. The water is used during the

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