Uniformity of Domestic Wastewater Effluent Application in a Subsurface Drip Distribution System
An on-site wastewater treatment project with two separate drip fields was operated for 6 years and received no maintenance. The two drip fields (with different design configurations) contained pressure-compensating emitters (PC) and non-pressure-compensating emitters (NPC), respectively, and receive...
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| Veröffentlicht in: | Water environment research 2007-07, Vol.79 (7), p.701-706 |
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| creator | Persyn, Russell A. Lesikar, Bruce J. Duan, Xiaojing |
| description | An on-site wastewater treatment project with two separate drip fields was operated for 6 years and received no maintenance. The two drip fields (with different design configurations) contained pressure-compensating emitters (PC) and non-pressure-compensating emitters (NPC), respectively, and received wastewater with an average 5-day biochemical oxygen demand concentration of 23 mg/L. Flowrates of the PC emitters reduced from rated average of 3.50 to 1.00 L/h, and the average flowrate of the NPC emitters reduced from 2.00 to 1.53 L/h. The statistical uniformities were 48 and 71%, and the uniformity coefficients were 70 and 86% for PC and NPC emitters, respectively. Significant, but incomplete, recovery was achieved with field-flushing and consecutive shock-chlorination treatments of 500 and 1000 mg/L. |
| doi_str_mv | 10.2175/106143007X156808 |
| format | Article |
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The two drip fields (with different design configurations) contained pressure-compensating emitters (PC) and non-pressure-compensating emitters (NPC), respectively, and received wastewater with an average 5-day biochemical oxygen demand concentration of 23 mg/L. Flowrates of the PC emitters reduced from rated average of 3.50 to 1.00 L/h, and the average flowrate of the NPC emitters reduced from 2.00 to 1.53 L/h. The statistical uniformities were 48 and 71%, and the uniformity coefficients were 70 and 86% for PC and NPC emitters, respectively. Significant, but incomplete, recovery was achieved with field-flushing and consecutive shock-chlorination treatments of 500 and 1000 mg/L.</description><identifier>ISSN: 1061-4303</identifier><identifier>EISSN: 1554-7531</identifier><identifier>DOI: 10.2175/106143007X156808</identifier><identifier>PMID: 17710914</identifier><language>eng</language><publisher>Alexandria, VA: Water Environment Federation</publisher><subject>Agriculture ; application uniformity ; Applied sciences ; Chlorination ; Chlorine ; Chlorine - chemistry ; Coefficients ; decentralized wastewater ; Design ; Design engineering ; Disinfection ; Drinking water and swimming-pool water. Desalination ; drip ; emitters ; Exact sciences and technology ; flowrates ; General purification processes ; micro‐irrigation ; on‐site ; Pollution ; Pumps ; RESEARCH PAPERS ; septic systems ; Sewage ; Standard deviation ; Studies ; Uniformity ; Waste Disposal, Fluid - instrumentation ; Waste Disposal, Fluid - methods ; Wastewater ; wastewater application ; Wastewater treatment ; Wastewaters ; Water filtration ; Water Movements ; Water treatment ; Water treatment and pollution</subject><ispartof>Water environment research, 2007-07, Vol.79 (7), p.701-706</ispartof><rights>2007 WATER ENVIRONMENT FEDERATION (WEF)</rights><rights>2007 Water Environment Federation</rights><rights>2008 INIST-CNRS</rights><rights>Copyright Water Environment Federation Jul 2007</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c4531-2e5e21d6b862cb985a454196762c31d25bc2f33bf7f37a32f2bf53cf2610868f3</citedby><cites>FETCH-LOGICAL-c4531-2e5e21d6b862cb985a454196762c31d25bc2f33bf7f37a32f2bf53cf2610868f3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.jstor.org/stable/pdf/23804306$$EPDF$$P50$$Gjstor$$H</linktopdf><linktohtml>$$Uhttps://www.jstor.org/stable/23804306$$EHTML$$P50$$Gjstor$$H</linktohtml><link.rule.ids>314,776,780,799,1411,27903,27904,45553,45554,57995,58228</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=18916086$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/17710914$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Persyn, Russell A.</creatorcontrib><creatorcontrib>Lesikar, Bruce J.</creatorcontrib><creatorcontrib>Duan, Xiaojing</creatorcontrib><title>Uniformity of Domestic Wastewater Effluent Application in a Subsurface Drip Distribution System</title><title>Water environment research</title><addtitle>Water Environ Res</addtitle><description>An on-site wastewater treatment project with two separate drip fields was operated for 6 years and received no maintenance. The two drip fields (with different design configurations) contained pressure-compensating emitters (PC) and non-pressure-compensating emitters (NPC), respectively, and received wastewater with an average 5-day biochemical oxygen demand concentration of 23 mg/L. Flowrates of the PC emitters reduced from rated average of 3.50 to 1.00 L/h, and the average flowrate of the NPC emitters reduced from 2.00 to 1.53 L/h. The statistical uniformities were 48 and 71%, and the uniformity coefficients were 70 and 86% for PC and NPC emitters, respectively. Significant, but incomplete, recovery was achieved with field-flushing and consecutive shock-chlorination treatments of 500 and 1000 mg/L.</description><subject>Agriculture</subject><subject>application uniformity</subject><subject>Applied sciences</subject><subject>Chlorination</subject><subject>Chlorine</subject><subject>Chlorine - chemistry</subject><subject>Coefficients</subject><subject>decentralized wastewater</subject><subject>Design</subject><subject>Design engineering</subject><subject>Disinfection</subject><subject>Drinking water and swimming-pool water. Desalination</subject><subject>drip</subject><subject>emitters</subject><subject>Exact sciences and technology</subject><subject>flowrates</subject><subject>General purification processes</subject><subject>micro‐irrigation</subject><subject>on‐site</subject><subject>Pollution</subject><subject>Pumps</subject><subject>RESEARCH PAPERS</subject><subject>septic systems</subject><subject>Sewage</subject><subject>Standard deviation</subject><subject>Studies</subject><subject>Uniformity</subject><subject>Waste Disposal, Fluid - instrumentation</subject><subject>Waste Disposal, Fluid - methods</subject><subject>Wastewater</subject><subject>wastewater application</subject><subject>Wastewater treatment</subject><subject>Wastewaters</subject><subject>Water filtration</subject><subject>Water Movements</subject><subject>Water treatment</subject><subject>Water treatment and pollution</subject><issn>1061-4303</issn><issn>1554-7531</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><sourceid>EIF</sourceid><sourceid>BENPR</sourceid><recordid>eNqFkM1LHTEUxUNRqrXdd9MShLobm5tMPmYpvucHCIJW7C5k8hLIY2YyJjPI---NfY8Kblzlhvs75557EfoO5JSC5L-BCKgZIfIvcKGI-oQOgfO6kpzBXqlLuyp9doC-5LwmBCgl9Wd0AFICaaA-RPphCD6mPkwbHD1exN7lKVj8aPLkns3kEl56381umPDZOHbBminEAYcBG3w_t3lO3liHFymMeBHylEI7_yPuN8Wh_4r2vemy-7Z7j9DDxfLP-VV1c3t5fX52U9m6ZK2o447CSrRKUNs2ipua19AIWb4MVpS3lnrGWi89k4ZRT1vPmfVUAFFCeXaETra-Y4pPc9lB9yFb13VmcHHOuuxNat40BTx-B67jnIaSTVMQRELDoUBkC9kUc07O6zGF3qSNBqJfL6_fX75Ifu5857Z3qzfB7tQF-LUDTLam88kMNuQ3TjVlvBKF41vuOXRu8-Fg_bi8I5K8Zv6x1a3zFNN_HWWKFF6wFw2rovY</recordid><startdate>200707</startdate><enddate>200707</enddate><creator>Persyn, Russell A.</creator><creator>Lesikar, Bruce J.</creator><creator>Duan, Xiaojing</creator><general>Water Environment Federation</general><general>Blackwell Publishing Ltd</general><scope>IQODW</scope><scope>CGR</scope><scope>CUY</scope><scope>CVF</scope><scope>ECM</scope><scope>EIF</scope><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7QH</scope><scope>7QO</scope><scope>7ST</scope><scope>7T7</scope><scope>7U7</scope><scope>7UA</scope><scope>7X2</scope><scope>7X7</scope><scope>7XB</scope><scope>88E</scope><scope>88I</scope><scope>8AF</scope><scope>8AO</scope><scope>8C1</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FH</scope><scope>8FI</scope><scope>8FJ</scope><scope>8FK</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>FR3</scope><scope>FYUFA</scope><scope>GHDGH</scope><scope>GNUQQ</scope><scope>H97</scope><scope>HCIFZ</scope><scope>K9.</scope><scope>L.G</scope><scope>L6V</scope><scope>M0K</scope><scope>M0S</scope><scope>M1P</scope><scope>M2P</scope><scope>M7N</scope><scope>M7S</scope><scope>P64</scope><scope>PATMY</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>Q9U</scope><scope>S0X</scope><scope>SOI</scope><scope>H96</scope></search><sort><creationdate>200707</creationdate><title>Uniformity of Domestic Wastewater Effluent Application in a Subsurface Drip Distribution System</title><author>Persyn, Russell A. ; Lesikar, Bruce J. ; Duan, Xiaojing</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c4531-2e5e21d6b862cb985a454196762c31d25bc2f33bf7f37a32f2bf53cf2610868f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2007</creationdate><topic>Agriculture</topic><topic>application uniformity</topic><topic>Applied sciences</topic><topic>Chlorination</topic><topic>Chlorine</topic><topic>Chlorine - chemistry</topic><topic>Coefficients</topic><topic>decentralized wastewater</topic><topic>Design</topic><topic>Design engineering</topic><topic>Disinfection</topic><topic>Drinking water and swimming-pool water. 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The two drip fields (with different design configurations) contained pressure-compensating emitters (PC) and non-pressure-compensating emitters (NPC), respectively, and received wastewater with an average 5-day biochemical oxygen demand concentration of 23 mg/L. Flowrates of the PC emitters reduced from rated average of 3.50 to 1.00 L/h, and the average flowrate of the NPC emitters reduced from 2.00 to 1.53 L/h. The statistical uniformities were 48 and 71%, and the uniformity coefficients were 70 and 86% for PC and NPC emitters, respectively. Significant, but incomplete, recovery was achieved with field-flushing and consecutive shock-chlorination treatments of 500 and 1000 mg/L.</abstract><cop>Alexandria, VA</cop><pub>Water Environment Federation</pub><pmid>17710914</pmid><doi>10.2175/106143007X156808</doi><tpages>6</tpages></addata></record> |
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| ispartof | Water environment research, 2007-07, Vol.79 (7), p.701-706 |
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| language | eng |
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| source | Jstor Complete Legacy; MEDLINE; Wiley Online Library Journals Frontfile Complete |
| subjects | Agriculture application uniformity Applied sciences Chlorination Chlorine Chlorine - chemistry Coefficients decentralized wastewater Design Design engineering Disinfection Drinking water and swimming-pool water. Desalination drip emitters Exact sciences and technology flowrates General purification processes micro‐irrigation on‐site Pollution Pumps RESEARCH PAPERS septic systems Sewage Standard deviation Studies Uniformity Waste Disposal, Fluid - instrumentation Waste Disposal, Fluid - methods Wastewater wastewater application Wastewater treatment Wastewaters Water filtration Water Movements Water treatment Water treatment and pollution |
| title | Uniformity of Domestic Wastewater Effluent Application in a Subsurface Drip Distribution System |
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