The Self-Cleaning Velocity in Practice
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Publisher
American Society of Civil Engineers
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http://ascelibrary.org/doi/pdf/10.1061/41203%28425%2919
Reference2 articles.
1. Ackers J. Brandt M. and Powell J. (2001). Hydraulic Characterisation of Deposits and Review of Sediment Modelling UK Water Industry Research London Uk. 01/DW/03/18. Blokker E. J. M. Buchberger S. G. Vreeburg J. H. G. and van Dijk J. C. (2008a). "Comparison of water demand models: PRP and SIMDEUM applied to Milford Ohio data." WDSA 2008 J. E. van Zyl A. A. Ilemobade and H. E. Jacobs eds. Kruger National Park South Africa 182 - 195. Blokker E. J. M. Vreeburg J. H. G. Buchberger S. G. and van Dijk J. C. (2008b). "Importance of demand modelling in network water quality models: a review." Drink. Water Eng. Sci. 1(1) 27-38. Blokker E. J. M. Schaap P. G. and Vreeburg J. H. G. (2009). "Self-cleaning networks put to the test." Chapter Strategic Asset Management of Water Supply and Wastewater Infrastructures; Invited papers from the IWA Leading edge conference on strategic asset management (LESAM) Lisbon October 2007 H. Alegre and M. d. C. Almeida eds. 407-417. Blokker E. J. M. Vreeburg J. H. G. Beverloo H. Klein Arfman M. and van Dijk J. C. (2010a). "A bottom-up approach of stochastic demand allocation in water quality modelling." Drink. Water Eng. Sci. 3(1) 43-51. Blokker E. J. M. Vreeburg J. H. G. and van Dijk J. C. (2010b). "Simulating residential water demand with a stochastic end-use model." Journal of Water Resources Planning and Management 136(1) 19-26 doi:10.1061/(ASCE)WR.1943-5452.0000002. Buchberger S. G. Carter J. T. Lee Y. H. and Schade T. G. (2003). Random demands travel times and water quality in dead ends AWWARF Denver Colorado. AWWARF Report 90963F. Buchberger S. G. Blokker E. J. M. and Vreeburg J. H. G. (2008). "Sizes for Self-Cleaning Pipes in Municipal Water Supply Systems." WDSA 2008 J. E. van Zyl A. A. Ilemobade and H. E. Jacobs eds. ASCE Kruger Park South Africa 338-347. CBS http://statline.cbs.nl December 2007
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