Circular drop manhole residence time reduction by appropriate jet-breaker dimensions
Drop manholes are commonly employed to reduce slopes in sewer systems. Diverse particles can enter into these systems and gather in drop manholes where they can chain and clog the outflow. As their residence time in the manhole pool increases, the outlet blockage risk rises. The jet-breaker was used...
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Veröffentlicht in: | Journal of hydraulic research 2022-08, Vol.60 (4), p.656-666 |
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description | Drop manholes are commonly employed to reduce slopes in sewer systems. Diverse particles can enter into these systems and gather in drop manholes where they can chain and clog the outflow. As their residence time in the manhole pool increases, the outlet blockage risk rises. The jet-breaker was used for improving the performance of drop manholes under Regime R2, in which the inlet jet collides with the manhole outlet. However, its effects on residence time were unknown, and its proper dimensions, in this regard, needed to be determined. Therefore, the effects of jet-breaker dimensions and the inlet pipe filling ratio on residence time were experimentally studied in this paper. Results showed residence time significantly reduces when the jet-breaker length and width are 2 and 1.4 times the inlet pipe diameter, respectively; jet-breaker sagitta is zero, jet-breaker angle is zero degrees, and the inlet pipe filling ratio is 80%. Under this optimum condition, residence time decreased 66% in comparison with the control test. |
doi_str_mv | 10.1080/00221686.2022.2041500 |
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Diverse particles can enter into these systems and gather in drop manholes where they can chain and clog the outflow. As their residence time in the manhole pool increases, the outlet blockage risk rises. The jet-breaker was used for improving the performance of drop manholes under Regime R2, in which the inlet jet collides with the manhole outlet. However, its effects on residence time were unknown, and its proper dimensions, in this regard, needed to be determined. Therefore, the effects of jet-breaker dimensions and the inlet pipe filling ratio on residence time were experimentally studied in this paper. Results showed residence time significantly reduces when the jet-breaker length and width are 2 and 1.4 times the inlet pipe diameter, respectively; jet-breaker sagitta is zero, jet-breaker angle is zero degrees, and the inlet pipe filling ratio is 80%. Under this optimum condition, residence time decreased 66% in comparison with the control test.</description><identifier>ISSN: 0022-1686</identifier><identifier>EISSN: 1814-2079</identifier><identifier>DOI: 10.1080/00221686.2022.2041500</identifier><language>eng ; fre</language><publisher>Madrid: Taylor & Francis Ltd</publisher><subject>Dimensions ; Inlet pipes ; Manholes ; Outflow ; Residence time ; Residence time distribution ; Sewer systems</subject><ispartof>Journal of hydraulic research, 2022-08, Vol.60 (4), p.656-666</ispartof><rights>2022 International Association for Hydro-Environment Engineering and Research</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27922,27923</link.rule.ids></links><search><creatorcontrib>Hasheminejad, Seyedreza</creatorcontrib><creatorcontrib>Dolatshah, Azam</creatorcontrib><creatorcontrib>Wan, Wuyi</creatorcontrib><title>Circular drop manhole residence time reduction by appropriate jet-breaker dimensions</title><title>Journal of hydraulic research</title><description>Drop manholes are commonly employed to reduce slopes in sewer systems. Diverse particles can enter into these systems and gather in drop manholes where they can chain and clog the outflow. As their residence time in the manhole pool increases, the outlet blockage risk rises. The jet-breaker was used for improving the performance of drop manholes under Regime R2, in which the inlet jet collides with the manhole outlet. However, its effects on residence time were unknown, and its proper dimensions, in this regard, needed to be determined. Therefore, the effects of jet-breaker dimensions and the inlet pipe filling ratio on residence time were experimentally studied in this paper. Results showed residence time significantly reduces when the jet-breaker length and width are 2 and 1.4 times the inlet pipe diameter, respectively; jet-breaker sagitta is zero, jet-breaker angle is zero degrees, and the inlet pipe filling ratio is 80%. Under this optimum condition, residence time decreased 66% in comparison with the control test.</description><subject>Dimensions</subject><subject>Inlet pipes</subject><subject>Manholes</subject><subject>Outflow</subject><subject>Residence time</subject><subject>Residence time distribution</subject><subject>Sewer systems</subject><issn>0022-1686</issn><issn>1814-2079</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNqNzM0KwjAMB_AiCs6PRxAKnqdtV2t3HooP4F3qFrFz62bbHXx7M_ABvCT5k19CyIazHWea7RkTgiutdgIHLJIfGJuQhGsuU8GO-ZQko0lHNCeLEGqMSuUqIdfC-nJojKeV73raGvfsGqAegq3AlUCjbcdYDWW0naP3DzV9j9RbE4HWENO7B_MCfIDSBURhRWYP0wRY__qSbM-na3FJ8fA9QIi3uhu8w9VNKK2llEpl2X_qCyI9SGM</recordid><startdate>20220801</startdate><enddate>20220801</enddate><creator>Hasheminejad, Seyedreza</creator><creator>Dolatshah, Azam</creator><creator>Wan, Wuyi</creator><general>Taylor & Francis Ltd</general><scope>7QH</scope><scope>7TB</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope></search><sort><creationdate>20220801</creationdate><title>Circular drop manhole residence time reduction by appropriate jet-breaker dimensions</title><author>Hasheminejad, Seyedreza ; Dolatshah, Azam ; Wan, Wuyi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-proquest_journals_26884446633</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng ; fre</language><creationdate>2022</creationdate><topic>Dimensions</topic><topic>Inlet pipes</topic><topic>Manholes</topic><topic>Outflow</topic><topic>Residence time</topic><topic>Residence time distribution</topic><topic>Sewer systems</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hasheminejad, Seyedreza</creatorcontrib><creatorcontrib>Dolatshah, Azam</creatorcontrib><creatorcontrib>Wan, Wuyi</creatorcontrib><collection>Aqualine</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Journal of hydraulic research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hasheminejad, Seyedreza</au><au>Dolatshah, Azam</au><au>Wan, Wuyi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Circular drop manhole residence time reduction by appropriate jet-breaker dimensions</atitle><jtitle>Journal of hydraulic research</jtitle><date>2022-08-01</date><risdate>2022</risdate><volume>60</volume><issue>4</issue><spage>656</spage><epage>666</epage><pages>656-666</pages><issn>0022-1686</issn><eissn>1814-2079</eissn><abstract>Drop manholes are commonly employed to reduce slopes in sewer systems. Diverse particles can enter into these systems and gather in drop manholes where they can chain and clog the outflow. As their residence time in the manhole pool increases, the outlet blockage risk rises. The jet-breaker was used for improving the performance of drop manholes under Regime R2, in which the inlet jet collides with the manhole outlet. However, its effects on residence time were unknown, and its proper dimensions, in this regard, needed to be determined. Therefore, the effects of jet-breaker dimensions and the inlet pipe filling ratio on residence time were experimentally studied in this paper. Results showed residence time significantly reduces when the jet-breaker length and width are 2 and 1.4 times the inlet pipe diameter, respectively; jet-breaker sagitta is zero, jet-breaker angle is zero degrees, and the inlet pipe filling ratio is 80%. Under this optimum condition, residence time decreased 66% in comparison with the control test.</abstract><cop>Madrid</cop><pub>Taylor & Francis Ltd</pub><doi>10.1080/00221686.2022.2041500</doi></addata></record> |
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subjects | Dimensions Inlet pipes Manholes Outflow Residence time Residence time distribution Sewer systems |
title | Circular drop manhole residence time reduction by appropriate jet-breaker dimensions |
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