The <str<strong>on</strong>g>12th</str<strong>on</strong>g> <str<strong>on</strong>g>Internati<strong>on</strong>al</str<strong>on</strong>g> <str<strong>on</strong>g>Symposium</str<strong>on</strong>g> <strong>on</strong> <strong>District</strong> <strong>Heating</strong> <strong>and</strong> <strong>Cooling</strong>,September 5 th to September 7 th , 2010, Tallinn, Est<strong>on</strong>iaThe axial stiffness in the pipe was tested in three ways.Fig. 10 describes the three arrangements for applyingthe load in the tests, (a) the applied load acts <strong>on</strong> thewhole cross secti<strong>on</strong>, (b) the applied load acts <strong>on</strong> <strong>on</strong>lythe steel pipe <strong>and</strong> (c) the applied load acts <strong>on</strong> the outersteel net including the pipe casing. The arrow in thefigures indicates the directi<strong>on</strong> of the load.2.5 Leak test of the pipe casingTo discover moisture or even water in the insulati<strong>on</strong>,there are different indicators <strong>on</strong> the market.The typical indicator system used in Gothenburg is theso called Nordic System. The Nordic System is asystem which is using two naked cupper wires insidethe insulati<strong>on</strong> al<strong>on</strong>g the pipe at 10 am <strong>and</strong> 2 pm.(a)(b)(c)The casaflex pipe uses the Hagenuk System. Thatsystem uses three wiresa) Ni Cr,b) Cu, insulated <strong>and</strong>c) Cu, not insulated.165In this test different pipes <strong>and</strong> different systems werec<strong>on</strong>nected. The Ni Cr wire in the Hagenuk System wasleft disc<strong>on</strong>nected.90 140Fig. 10 Three types of arrangement for applying the loadfor test of axial stiffness.2.4 Pipe prol<strong>on</strong>ging while pressurizingA casaflex pipe does not exp<strong>and</strong> because of thethermal load. It is self compensating. But because ofthe geometry of the media pipe it exp<strong>and</strong>s when it getspressurized. On the other h<strong>and</strong> the multi layer barrierfoil in the pipe holds the expansi<strong>on</strong> back. Because thepipe is flexible, it will still be able to exp<strong>and</strong>, but <strong>on</strong>lyuntil the multi layer barrier foil stops the expansi<strong>on</strong>.To see how much the pipe exp<strong>and</strong>s because of thepressurizati<strong>on</strong>, a distance indicator, Hilti PD4, was fixed<strong>on</strong> the pipe before it was installed <strong>and</strong> pressurizedwhile it was still <strong>on</strong> the ground. The distance wasmeasured three times against an ir<strong>on</strong> angle which alsowas fixed <strong>on</strong> the pipe. After the pressurizati<strong>on</strong> thedistance was measured again three times.The resistance was measured with an ordinary ohmmeter, BM 400.The pipes were also three times tested with a, Statemeter, Time Domain Reflectometer (TDR) fromStateview.2.6 Test of degree of compacti<strong>on</strong> of the streetTo get the permissi<strong>on</strong> from the road owner to do thistest in the street there were certain st<strong>and</strong>ards to follow[5] <strong>and</strong> [6].Before the asphalt could be put <strong>on</strong> the shaft there wereto be some tests of the degree of compacti<strong>on</strong> of thestreet with certain limits. It is a German test that is alsoused in Sweden [7]. Basically the soil gets compressedwith a known load over a known area <strong>and</strong> <strong>on</strong>emeasures the Young‘s modulus Ev for the soil twotimes. The dem<strong>and</strong>s were that;a) E v2 / E v1 < 2,8b) E v2 > 50 MPac) At least 4 out of 5 tests should be correct.Fig. 11 Left; Fixed distance indicator, Right; Fixed ir<strong>on</strong>angle.To see with which force the casaflex pipe wasexp<strong>and</strong>ing, the following equati<strong>on</strong> was used:F p = PA (1)Where Fp is the prol<strong>on</strong>ging force [N], P is the internalover pressure [Pa] <strong>and</strong> A is the maximum inner area ofthe pipe [m2].Fig. 12 Test of degree of compacti<strong>on</strong> of the street2.7 Visual c<strong>on</strong>trol of the surface of the streetAs an extra precauti<strong>on</strong>ary measure, the street wasoptically inspected every m<strong>on</strong>th through a year. Duringthe first m<strong>on</strong>th, the street was inspected every week.And there was an extra inspecti<strong>on</strong> in spring in order to99
The <str<strong>on</strong>g>12th</str<strong>on</strong>g> <str<strong>on</strong>g>Internati<strong>on</strong>al</str<strong>on</strong>g> <str<strong>on</strong>g>Symposium</str<strong>on</strong>g> <strong>on</strong> <strong>District</strong> <strong>Heating</strong> <strong>and</strong> <strong>Cooling</strong>,September 5 th to September 7 th , 2010, Tallinn, Est<strong>on</strong>iafind potential frost acti<strong>on</strong> damages. The inspecti<strong>on</strong>swere documented with photos.3. RESULTS3.1 Test results from deformati<strong>on</strong> of the pipe overtimeThe measured pipe deformati<strong>on</strong>s during the test periodturned out to be very small. The diagram in Fig. 13describes the measured changes in the casing sinceinstallati<strong>on</strong> <strong>and</strong> average air temperatures during thetest period. All three displacement gauges were set tozero before the installati<strong>on</strong>. The diagram shows thatthe casing of the test pipe during the installati<strong>on</strong> wassqueezed out up to 0.5 mm at the three measurementpoints. The deformati<strong>on</strong>s in the casing are most likelycaused by the packing of the backfill surrounding thepipe.After the installati<strong>on</strong> during the test period the resultsindicate that the upper side (violet curve in thediagram) of the test pipe casing have been pressed in0.2 mm. The side of the test pipe casing havesqueezed out approximately 0.1 mm. The under side(red curve) was squeezed out approximately 0.1 mmduring the period between the first <strong>and</strong> sec<strong>on</strong>dmeasurement results. During the rest of the test periodthe casing have been pressed back in 0.1 mm.It is to be observed that these measured changes arevery small relative to the test pipe casing diameter.Compared to the zero values in the laboratory themeasured changes are not more than 0.3 % relative tothe casing diameter.In Fig. 16 <strong>and</strong> 17 the diagrams show the vibrati<strong>on</strong>velocity (m/s) in the ground when a heavy lorry passover the test area at a speed of 40 km/h. The vibrati<strong>on</strong>velocity is calculated from the accelerati<strong>on</strong> signal byintegrati<strong>on</strong>.The diagrams in Fig. 18 <strong>and</strong> 19 show the maximumamplitude of the accelerati<strong>on</strong> in the ground as afuncti<strong>on</strong> of the speed of the lorry when it passes overthe test area in 20 km/h <strong>and</strong> 40 km/h, respectively themaximum vibrati<strong>on</strong> velocity as a functi<strong>on</strong> of the speedof the lorry.200 mm below surface, vehicle speed 40 km/hTime (s)Fig. 14 Vertical accelerati<strong>on</strong> 200 mm below the roadsurface when a lorry passes at 40 km/h.600 mm below surface, vehicle speed 40 km/hmm0,90,80,70,60,50,40,30,20,10-1000 100 200 300 400Days since installati<strong>on</strong>Average temperatures (°C)Under SideUpper SideFig. 13 Average air temperatures <strong>and</strong> changes in casingat installati<strong>on</strong> <strong>and</strong> during test period.3.2 Test results from instant deformati<strong>on</strong> of thepipe <strong>and</strong> accelerati<strong>on</strong>s from traffic loadThe diagrams in Fig. 14 <strong>and</strong> 15 describe the vibrati<strong>on</strong>sprocess at 200 mm, the same depth as the test pipe,<strong>and</strong> 600 mm below the road surface as accelerati<strong>on</strong>(m/s2) in the ground when a heavy lorry pass over thetest area at a speed of 40 km/h.Side200-20-40-60-80Time (s)Fig. 15 Vertical accelerati<strong>on</strong> 600 mm below the roadsurface when a lorry passes at 40 km/h.Velocity (mm/s)200 mm below surface, vehicle speed 40 km/hTime (s)Fig. 16 Vibrati<strong>on</strong> velocity 200 mm below the road surfacewhen lorry passes at 40 km/h.100
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