Ground-Water Quality at Rapid Infiltration Site

James V. Olson, P. E. Levine, R. Crites
{"title":"Ground-Water Quality at Rapid Infiltration Site","authors":"James V. Olson, P. E. Levine, R. Crites","doi":"10.1061/JEEGAV.0001095","DOIUrl":null,"url":null,"abstract":"The ground water quality beneath a 30-yr old rapid infiltration was studied over a 12-month period. The system receives primary effluent and treats it to a very high quality through the land treatment process. The flow of treated water passes through 10 m to 20 m of permeable sands and then moves laterally off the site. This shallow ground water is not used as a water supply and does not affect the deeper, separate aquifers. A 96% BOD and TOC removal was achieved. Because of the high BOD to nitrogen ratio, the relatively low loading rate of 15.4 m/yr, and the moderate climate, nitrogen was removed by nitrification and denitrification in the soil. The average nitrogen removal was 93%. Phosphorus removal was 30%. Trace element removal varied, but shallow ground-water levels were generally lower than guidelines established for unrestricted irrigation.","PeriodicalId":17335,"journal":{"name":"Journal of the Environmental Engineering Division","volume":"7 1","pages":"885-899"},"PeriodicalIF":0.0000,"publicationDate":"1980-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of the Environmental Engineering Division","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/JEEGAV.0001095","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2

Abstract

The ground water quality beneath a 30-yr old rapid infiltration was studied over a 12-month period. The system receives primary effluent and treats it to a very high quality through the land treatment process. The flow of treated water passes through 10 m to 20 m of permeable sands and then moves laterally off the site. This shallow ground water is not used as a water supply and does not affect the deeper, separate aquifers. A 96% BOD and TOC removal was achieved. Because of the high BOD to nitrogen ratio, the relatively low loading rate of 15.4 m/yr, and the moderate climate, nitrogen was removed by nitrification and denitrification in the soil. The average nitrogen removal was 93%. Phosphorus removal was 30%. Trace element removal varied, but shallow ground-water levels were generally lower than guidelines established for unrestricted irrigation.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
快速入渗点的地下水水质
对30年快速入渗地下12个月的水质进行了研究。该系统接收初级污水,并通过土地处理过程将其处理到非常高的质量。经过处理的水流穿过10米到20米的渗透性砂,然后横向流出场地。这种浅层地下水不用作供水,也不影响更深的、独立的含水层。BOD和TOC去除率达96%。由于BOD / n比值较高,负荷率相对较低(15.4 m/yr),且气候温和,土壤中的氮通过硝化和反硝化作用被去除。平均氮去除率为93%。磷去除率为30%。微量元素的去除率各不相同,但浅层地下水位一般低于无限制灌溉的标准。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Forward Osmosis: Mass Transmission Coefficient-Based Models for Evaluation of Concentration Polarization under Different Conditions Atmospheric Contributions of Nitrate to Stormwater Runoff from Two Urban Watersheds Nitrate Reduction by Surface-Bound Fe(II) on Solid Surfaces at Near-Neutral pH and Ambient Temperature Oxidative Degradation of Quinoline Using Nanoscale Zero-Valent Iron Supported by Granular Activated Carbon Sorption and Desorption of Testosterone at Environmentally Relevant Levels: Effects of Aquatic Conditions and Soil Particle Size Fractions
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1