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20231223131349.0 |
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231223s2007 xx ||||| 00| ||eng c |
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|a pubmed24n0574.xml
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|a (DE-627)NLM17223462X
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|a (NLM)17710914
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|a DE-627
|b ger
|c DE-627
|e rakwb
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|a eng
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| 100 |
1 |
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|a Persyn, Russell A
|e verfasserin
|4 aut
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| 245 |
1 |
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|a Uniformity of domestic wastewater effluent application in a subsurface drip distribution system
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| 264 |
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|c 2007
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| 336 |
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|a Text
|b txt
|2 rdacontent
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| 337 |
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|a ohne Hilfsmittel zu benutzen
|b n
|2 rdamedia
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| 338 |
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|a Band
|b nc
|2 rdacarrier
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| 500 |
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|a Date Completed 26.09.2007
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|a Date Revised 10.12.2019
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|a published: Print
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|a Citation Status MEDLINE
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|a 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
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|a Evaluation Study
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|a Journal Article
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|a Sewage
|2 NLM
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| 650 |
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|a Chlorine
|2 NLM
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| 650 |
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|a 4R7X1O2820
|2 NLM
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| 700 |
1 |
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|a Lesikar, Bruce J
|e verfasserin
|4 aut
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| 700 |
1 |
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|a Duan, Xiaojing
|e verfasserin
|4 aut
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| 773 |
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8 |
|i Enthalten in
|t Water environment research : a research publication of the Water Environment Federation
|d 1998
|g 79(2007), 7 vom: 20. Juli, Seite 701-6
|w (DE-627)NLM098214292
|x 1554-7531
|7 nnns
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| 773 |
1 |
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|g volume:79
|g year:2007
|g number:7
|g day:20
|g month:07
|g pages:701-6
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|a GBV_ILN_350
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|a AR
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|d 79
|j 2007
|e 7
|b 20
|c 07
|h 701-6
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