Mir Jafar Sadegh SafariAkbar Shirzad2025-10-0620191061-43031554-753110.1002/wer.1037http://dx.doi.org/10.1002/wer.1037https://gcris.yasar.edu.tr/handle/123456789/6887Sediment deposits may influence the performance of the sewer systems. Sediments are the main store of pollutants which causes sewer systems overflows. In order to prevent the deposition of sediment in sewer systems self-cleansing design criteria are used. Among various criteria self-cleansing with deposited bed criterion is found appropriate for designing of large sewers. Allowing small thickness of deposited bed in large sewers decreases the required channel bed slope and construction costs. This study presents a bed load self-cleansing model established on wide ranges of experimental data. Comparison of developed model with the existing models in the literature shows its higher performance on variety of data sources. Examples for the application of the model are presented and design graphs and charts for different pipe sizes are proposed. As a result the optimum deposited bed thickness is found 1%-5% of the pipe diameter, however 1% is recommended for sewer pipes design. (C) 2018 Water Environment FederationEnglishdeposited bed, nondeposition, sediment transport, self-cleansing, sewer designSEDIMENT TRANSPORT, INCIPIENT DEPOSITION, VELOCITY, OPTIMIZATION, CRITERIA, DRAINAGE, MOTIONArticle