{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2024,6,19]],"date-time":"2024-06-19T19:13:22Z","timestamp":1718824402998},"reference-count":13,"publisher":"Wiley","issue":"7","license":[{"start":{"date-parts":[[2007,7,1]],"date-time":"2007-07-01T00:00:00Z","timestamp":1183248000000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Water Environment Research"],"published-print":{"date-parts":[[2007,7]]},"abstract":"<jats:p>An on\u2010site 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\u2010compensating emitters (PC) and non\u2010pressure\u2010compensating emitters (NPC), respectively, and received wastewater with an average 5\u2010day 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\u2010flushing and consecutive shock\u2010chlorination treatments of 500 and 1000 mg\/L.<\/jats:p>","DOI":"10.2175\/106143007x156808","type":"journal-article","created":{"date-parts":[[2007,6,16]],"date-time":"2007-06-16T17:41:17Z","timestamp":1182015677000},"page":"701-706","source":"Crossref","is-referenced-by-count":2,"title":["Uniformity of Domestic Wastewater Effluent Application in a Subsurface Drip Distribution System"],"prefix":"10.1002","volume":"79","author":[{"given":"Russell A.","family":"Persyn","sequence":"first","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Bruce J.","family":"Lesikar","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"Xiaojing","family":"Duan","sequence":"additional","affiliation":[],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"311","published-online":{"date-parts":[[2007,7]]},"reference":[{"key":"e_1_2_5_2_1","volume-title":"ASAE Standards","author":"American Society of Agricultural Engineers","year":"1999"},{"key":"e_1_2_5_3_1","volume-title":"Design and Operation of Farm Irrigation Systems","author":"American Society of Agricultural Engineers","year":"1983"},{"key":"e_1_2_5_4_1","volume-title":"Wastewater Effluent Management Systems and Dripline","author":"Aqua\u2010Drip Innovations Inc","year":"1993"},{"key":"e_1_2_5_5_1","doi-asserted-by":"publisher","DOI":"10.13031\/2013.34209"},{"key":"e_1_2_5_6_1","doi-asserted-by":"publisher","DOI":"10.13031\/2013.17309"},{"key":"e_1_2_5_7_1","doi-asserted-by":"publisher","DOI":"10.13031\/2013.6215"},{"key":"e_1_2_5_8_1","volume-title":"M.S. 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