Experimental Study on Stormwater Geyser in Vertical Shaft above Junction Chamber
AbstractStormwater geysers are commonly observed as explosive releases of air-water mixtures from municipal systems, which can cause property damages and human safety concerns. In Edmonton, Alberta, Canada, a number of geyser events were reported in recent years from a 27-m-deep vertical shaft above...
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description | AbstractStormwater geysers are commonly observed as explosive releases of air-water mixtures from municipal systems, which can cause property damages and human safety concerns. In Edmonton, Alberta, Canada, a number of geyser events were reported in recent years from a 27-m-deep vertical shaft above a junction chamber connecting a 3.5-m-diameter incoming pipe to an outgoing pipe with a 4-m drop. To understand the conditions for the geyser formation and select suitable mitigation methods, an experimental study was conducted using a simplified conceptual 1:20 scaled model. Three series of experiments were conducted with a sudden increase of the inflow rate and different initial flow conditions: Series A with an initial downstream open-channel flow, and Series B and C, both with an initial downstream full-pipe flow, but an air pocket was deliberately entrapped in the upstream pressurized pipe in Series C. A geyser was not observed in Series A mainly due to the available large outflow capacity in the downstream pipe. With the downstream pipe initially full, a geyser event was observed in Series B as pressure surged in the chamber caused by the increased flow rate. Severe geyser events were observed in Series C, with the first phase triggered by the transient pressure wave and the second phase triggered by air released from the air pocket. The relationship between the measured maximum pressure and the geyser height was established. An analytical model is proposed for predicting the magnitude and period of the pressure oscillation induced by the sudden inflow rate increase. The amount of water splashed out of the riser was also measured. |
doi_str_mv | 10.1061/(ASCE)HY.1943-7900.0001660 |
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In Edmonton, Alberta, Canada, a number of geyser events were reported in recent years from a 27-m-deep vertical shaft above a junction chamber connecting a 3.5-m-diameter incoming pipe to an outgoing pipe with a 4-m drop. To understand the conditions for the geyser formation and select suitable mitigation methods, an experimental study was conducted using a simplified conceptual 1:20 scaled model. Three series of experiments were conducted with a sudden increase of the inflow rate and different initial flow conditions: Series A with an initial downstream open-channel flow, and Series B and C, both with an initial downstream full-pipe flow, but an air pocket was deliberately entrapped in the upstream pressurized pipe in Series C. A geyser was not observed in Series A mainly due to the available large outflow capacity in the downstream pipe. With the downstream pipe initially full, a geyser event was observed in Series B as pressure surged in the chamber caused by the increased flow rate. Severe geyser events were observed in Series C, with the first phase triggered by the transient pressure wave and the second phase triggered by air released from the air pocket. The relationship between the measured maximum pressure and the geyser height was established. An analytical model is proposed for predicting the magnitude and period of the pressure oscillation induced by the sudden inflow rate increase. The amount of water splashed out of the riser was also measured.</description><identifier>ISSN: 0733-9429</identifier><identifier>EISSN: 1943-7900</identifier><identifier>DOI: 10.1061/(ASCE)HY.1943-7900.0001660</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Air ; Channel flow ; Connecting ; Diameters ; Downstream ; Elastic waves ; Flow rates ; Flow velocity ; Geysers ; Hot springs ; Inflow ; Mathematical models ; Mitigation ; Moisture content ; Open channel flow ; Outflow ; Pipe flow ; Pressure ; Pressure oscillations ; Property damage ; Stormwater ; Technical Papers ; Water content ; Water inflow ; Water outflow</subject><ispartof>Journal of hydraulic engineering (New York, N.Y.), 2020-02, Vol.146 (2)</ispartof><rights>2019 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a337t-cda2b45df0771ecd4416d8e011829bc971162eed894b3122b76737dc128d85923</citedby><cites>FETCH-LOGICAL-a337t-cda2b45df0771ecd4416d8e011829bc971162eed894b3122b76737dc128d85923</cites><orcidid>0000-0002-5632-5475</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)HY.1943-7900.0001660$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)HY.1943-7900.0001660$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,75936,75944</link.rule.ids></links><search><creatorcontrib>Liu, Lujia</creatorcontrib><creatorcontrib>Shao, Weiyun</creatorcontrib><creatorcontrib>Zhu, David Z</creatorcontrib><title>Experimental Study on Stormwater Geyser in Vertical Shaft above Junction Chamber</title><title>Journal of hydraulic engineering (New York, N.Y.)</title><description>AbstractStormwater geysers are commonly observed as explosive releases of air-water mixtures from municipal systems, which can cause property damages and human safety concerns. In Edmonton, Alberta, Canada, a number of geyser events were reported in recent years from a 27-m-deep vertical shaft above a junction chamber connecting a 3.5-m-diameter incoming pipe to an outgoing pipe with a 4-m drop. To understand the conditions for the geyser formation and select suitable mitigation methods, an experimental study was conducted using a simplified conceptual 1:20 scaled model. Three series of experiments were conducted with a sudden increase of the inflow rate and different initial flow conditions: Series A with an initial downstream open-channel flow, and Series B and C, both with an initial downstream full-pipe flow, but an air pocket was deliberately entrapped in the upstream pressurized pipe in Series C. A geyser was not observed in Series A mainly due to the available large outflow capacity in the downstream pipe. With the downstream pipe initially full, a geyser event was observed in Series B as pressure surged in the chamber caused by the increased flow rate. Severe geyser events were observed in Series C, with the first phase triggered by the transient pressure wave and the second phase triggered by air released from the air pocket. The relationship between the measured maximum pressure and the geyser height was established. An analytical model is proposed for predicting the magnitude and period of the pressure oscillation induced by the sudden inflow rate increase. The amount of water splashed out of the riser was also measured.</description><subject>Air</subject><subject>Channel flow</subject><subject>Connecting</subject><subject>Diameters</subject><subject>Downstream</subject><subject>Elastic waves</subject><subject>Flow rates</subject><subject>Flow velocity</subject><subject>Geysers</subject><subject>Hot springs</subject><subject>Inflow</subject><subject>Mathematical models</subject><subject>Mitigation</subject><subject>Moisture content</subject><subject>Open channel flow</subject><subject>Outflow</subject><subject>Pipe flow</subject><subject>Pressure</subject><subject>Pressure oscillations</subject><subject>Property damage</subject><subject>Stormwater</subject><subject>Technical Papers</subject><subject>Water content</subject><subject>Water inflow</subject><subject>Water outflow</subject><issn>0733-9429</issn><issn>1943-7900</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp1kE1LAzEQhoMoWKv_YdGLHrbma5ONt1JqqxQUqkJPIZtk6ZZ2tyZZtf_eLK168jTD8D4zzAPAJYIDBBm6vR7OR-Ob6WKABCUpFxAOIISIMXgEer-zY9CDnJBUUCxOwZn3q5ihTOQ98Dz-2lpXbWwd1DqZh9bskqaOTeM2nypYl0zszsdS1cmbdaHSXWypypCoovmwyWNb61BFZLRUm8K6c3BSqrW3F4faB6_345fRNJ09TR5Gw1mqCOEh1UbhgmamhJwjqw2liJncQoRyLAotOEIMW2tyQQuCMC4444QbjXBu8kxg0gdX-71b17y31ge5alpXx5MSEyQYzTJCYupun9Ku8d7ZUm7js8rtJIKyMyhlZ1BOF7KzJTtb8mAwwmwPK6_t3_of8n_wG4dydHE</recordid><startdate>20200201</startdate><enddate>20200201</enddate><creator>Liu, Lujia</creator><creator>Shao, Weiyun</creator><creator>Zhu, David Z</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7ST</scope><scope>7TB</scope><scope>7TN</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>KR7</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-5632-5475</orcidid></search><sort><creationdate>20200201</creationdate><title>Experimental Study on Stormwater Geyser in Vertical Shaft above Junction Chamber</title><author>Liu, Lujia ; Shao, Weiyun ; Zhu, David Z</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a337t-cda2b45df0771ecd4416d8e011829bc971162eed894b3122b76737dc128d85923</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Air</topic><topic>Channel flow</topic><topic>Connecting</topic><topic>Diameters</topic><topic>Downstream</topic><topic>Elastic waves</topic><topic>Flow rates</topic><topic>Flow velocity</topic><topic>Geysers</topic><topic>Hot springs</topic><topic>Inflow</topic><topic>Mathematical models</topic><topic>Mitigation</topic><topic>Moisture content</topic><topic>Open channel flow</topic><topic>Outflow</topic><topic>Pipe flow</topic><topic>Pressure</topic><topic>Pressure oscillations</topic><topic>Property damage</topic><topic>Stormwater</topic><topic>Technical Papers</topic><topic>Water content</topic><topic>Water inflow</topic><topic>Water outflow</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Liu, Lujia</creatorcontrib><creatorcontrib>Shao, Weiyun</creatorcontrib><creatorcontrib>Zhu, David Z</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Oceanic 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>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Liu, Lujia</au><au>Shao, Weiyun</au><au>Zhu, David Z</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental Study on Stormwater Geyser in Vertical Shaft above Junction Chamber</atitle><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle><date>2020-02-01</date><risdate>2020</risdate><volume>146</volume><issue>2</issue><issn>0733-9429</issn><eissn>1943-7900</eissn><abstract>AbstractStormwater geysers are commonly observed as explosive releases of air-water mixtures from municipal systems, which can cause property damages and human safety concerns. In Edmonton, Alberta, Canada, a number of geyser events were reported in recent years from a 27-m-deep vertical shaft above a junction chamber connecting a 3.5-m-diameter incoming pipe to an outgoing pipe with a 4-m drop. To understand the conditions for the geyser formation and select suitable mitigation methods, an experimental study was conducted using a simplified conceptual 1:20 scaled model. Three series of experiments were conducted with a sudden increase of the inflow rate and different initial flow conditions: Series A with an initial downstream open-channel flow, and Series B and C, both with an initial downstream full-pipe flow, but an air pocket was deliberately entrapped in the upstream pressurized pipe in Series C. A geyser was not observed in Series A mainly due to the available large outflow capacity in the downstream pipe. With the downstream pipe initially full, a geyser event was observed in Series B as pressure surged in the chamber caused by the increased flow rate. Severe geyser events were observed in Series C, with the first phase triggered by the transient pressure wave and the second phase triggered by air released from the air pocket. The relationship between the measured maximum pressure and the geyser height was established. An analytical model is proposed for predicting the magnitude and period of the pressure oscillation induced by the sudden inflow rate increase. The amount of water splashed out of the riser was also measured.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)HY.1943-7900.0001660</doi><orcidid>https://orcid.org/0000-0002-5632-5475</orcidid></addata></record> |
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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Air Channel flow Connecting Diameters Downstream Elastic waves Flow rates Flow velocity Geysers Hot springs Inflow Mathematical models Mitigation Moisture content Open channel flow Outflow Pipe flow Pressure Pressure oscillations Property damage Stormwater Technical Papers Water content Water inflow Water outflow |
title | Experimental Study on Stormwater Geyser in Vertical Shaft above Junction Chamber |
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