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dc.creatorZhang, C.
dc.creatorWu, R.
dc.creatorLi, G.
dc.creatorLi, X.
dc.creatorHuang, L.
dc.creatorSun, D.
dc.date.accessioned2007-05-07T20:51:08Z
dc.date.available2007-05-07T20:51:08Z
dc.date.issued2006
dc.identifier.otherESL-IC-06-11-293
dc.identifier.urihttps://hdl.handle.net/1969.1/5452
dc.description.abstractThe thimble delivery heat-transfer (TDHT) system is one of the primary modes to utilize the energy of urban sewage. Given the schematic diagram of TDHT system, introducing the definition of equivalent fouling roughness height, and using the Niklaus semi-rational resistance coefficient formula in rough region, the calculation methods of the sewage flow resistance are explained. Through the resistance contrastive analysis of sewage and pure mediate water, the results indicate that the mediate water sub-system is the primary design point of the TDHT system. The economical ratio of flux and velocity is determined by optimization analysis of investment and operating cost in the technical feasible range. The paper will provide reference for pipe design and pump selection of urban sewage cool or heat source applied delivery heat transfer methods.en
dc.format.extent225859 bytesen
dc.format.mimetypeapplication/pdf
dc.language.isoen_US
dc.publisherEnergy Systems Laboratory (http://esl.tamu.edu)
dc.publisherTexas A&M University (http://www.tamu.edu)
dc.subjecturban sewageen
dc.subjectdelivery heat transferen
dc.subjectflow resistanceen
dc.subjectratio of fluxen
dc.subjectratio of velocityen
dc.titleUrban Sewage Delivery Heat Transfer System (1): Flow Resistance and Energy Analysisen


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