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>iaTable 2 Selected pipe types <strong>and</strong> length in Case 1–3Figure 7 shows the pressure profile al<strong>on</strong>g the criticalroute. The network is designed for a 10 bar system.The minimum network static pressure is 2 bar <strong>and</strong> theminimum differential pressure at c<strong>on</strong>sumer is 50 kPa.The plant static supply pressure is 853 kPa in case 1 atdesign c<strong>on</strong>diti<strong>on</strong>. In case 3, the designed plant supplypressure head rise to 917 kPa, which is due to theincreased flow rate indicated in Table 4. The pressuredrop al<strong>on</strong>g the reference line during summer is quitelow due to the reduced flow rate. However, extrapressure head has to be applied to overcome thepressure loss al<strong>on</strong>g the recirculati<strong>on</strong> line in Case 2.The required static supply pressure is 800 kPa duringsummer as a result of small dimensi<strong>on</strong> recirculati<strong>on</strong>line.Case 2 has higher return pipe heat loss comparing withcase 1 due to the introducti<strong>on</strong> of recirculati<strong>on</strong> line. Atc<strong>on</strong>stant supply temperature 55 ºC, the heat transfercoefficient Us decreases with increase the return watertemperature. As shown in Table 3, the return watertemperature in case 2 (at 22 º C) is lower than that of incase 1. This leads to a higher heat loss in the supplypipe in case 2. As a c<strong>on</strong>sequence, more by-pass flowis required to compensate the extra supply pipe heatloss, therefore, the by-pass flow rate in case 2 is higherthan in case 1 in the summer seas<strong>on</strong>.Supply water in the recirculati<strong>on</strong> pipeline in winterincreases the supply pipe heat loss in case 3. Thec<strong>on</strong>cept of double pipe supply may not ec<strong>on</strong>omicalfeasible, according to the simulati<strong>on</strong> results. However,it may be used as an alternative soluti<strong>on</strong> to supplywater in the 3 rd pipeline under extreme whetherc<strong>on</strong>diti<strong>on</strong>, which otherwise has to raise the plant supplytemperature to meet the increased heating dem<strong>and</strong>.Furthermore, results in table 4 were limited to fixedrecirculati<strong>on</strong> pipe diameters. The double pipe supplyc<strong>on</strong>cept may be ec<strong>on</strong>omical feasible by free selecti<strong>on</strong>both reference pipe <strong>and</strong> recirculati<strong>on</strong> pipe diameterwith the objective to minimize the annual networkoperati<strong>on</strong>al cost or exergy c<strong>on</strong>sumpti<strong>on</strong>. This study isout of the scope of current paper due to the limitati<strong>on</strong> ofthe simulati<strong>on</strong> program.Table 3 shows the simulati<strong>on</strong> results for case 1.By-pass is required when the heating load is smallerthan 1.53 kW. The return water temperature increasesal<strong>on</strong>g with the increase of by-pass water flow rate. Insummer, the amount of by-pass water flow rateexceeds the actual flow rate passing through thec<strong>on</strong>sumer, <strong>and</strong> the return temperature at the plantincreases up to 35.5 ºC. The heat loss in the returnpipe is accounted when the plant return temperature israised to higher than 30 ºC.Simulati<strong>on</strong> results for case 2 <strong>and</strong> case 3 are shown inTable 4. They were put in the same table as case 2operates when there has by-pass requirement, whilecase 3 operates in the rest seas<strong>on</strong>s. Italic is used forcase 3 to distinguish the two cases. Thanks to therecirculati<strong>on</strong> line, the return temperature at the plant inthe reference line remains low at 22 ºC, while the returntemperature in the recirculati<strong>on</strong> line can reach 44 ºC inthe summer, after deducting the single pipe heat loss.The low plant return temperature can help extract morepower in the CHP plant or be used in othercircumstance like direct flue gas c<strong>on</strong>densati<strong>on</strong>. On theother h<strong>and</strong>, high temperature return water in therecirculati<strong>on</strong> pipe can be re-heated by an additi<strong>on</strong>alheat exchanger or boiler with minimum energy input.Fig. 7 Pressure profile <strong>on</strong> the critical route in Case 1–377
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>iaTable 3 Simulati<strong>on</strong> results in Case 1Table 6 Simulati<strong>on</strong> results in Case 1Table 4 Simulati<strong>on</strong> results in Case 2 (First 5 rows) <strong>and</strong>Case 3 (Last 3 rows with italic)Table 7 Simulati<strong>on</strong> results in Case 2 (First 5 rows) <strong>and</strong>Case 3 (Last 3 rows with italic)Domestic Hot Water Storage TankTable 5 shows the pipe types <strong>and</strong> corresp<strong>on</strong>ding lengthin the DHWS installati<strong>on</strong>. Alx 14 was selected asbranch pipe due to the smaller design heating load.Similar to the HE, the by-pass flow rate exceed theactual flow rate through the c<strong>on</strong>sumer in summerseas<strong>on</strong>. The plant mixed return water temperature incase 1 is 46 o C. The introducti<strong>on</strong> of the recirculati<strong>on</strong>line can keep the plant return temperature in referenceline as low as 30 o C, while increases the returntemperature in the recirculati<strong>on</strong> pipe to 54 o C at theplant. Extra heat loss has to be tolerated due to therecirculati<strong>on</strong> pipe in both case 2 <strong>and</strong> case 3.Table 5 Selected pipe types <strong>and</strong> length in Case 1–3Further Discussi<strong>on</strong> <strong>on</strong> Heat TransferAs shown in Eq. 1–3, the simulati<strong>on</strong> program simplifiesthe calculati<strong>on</strong> of the heat loss in the twin pipe as thatin the single pipe. The influence of the adjacent pipewas accounted through c<strong>on</strong>verting the linear thermaltransmittance U ij to the overall heat transfer coefficientsU s <strong>and</strong> U r , with pre-assumed c<strong>on</strong>stant networksupply/return temperatures. To assess the influence ofthis simplificati<strong>on</strong> <strong>on</strong> the temperature predicati<strong>on</strong>, thethermal interacti<strong>on</strong> between the supply <strong>and</strong> returnpipes was calculated by solving the coupled pipe heattransfer differential equati<strong>on</strong>s. The governing equati<strong>on</strong>sfor supply <strong>and</strong> return pipes can be expressed as:[4][5]The boundary c<strong>on</strong>diti<strong>on</strong>s can be expressed as:The dimensi<strong>on</strong>less temperature is introduced with:[6][7]78
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academic access is facilitated as t
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