• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

用于好氧废水处理的三相生物膜流化砂床反应器的运行

Operation of a three-phase biofilm fluidized sand bed reactor for aerobic wastewater treatment.

作者信息

Ryhiner G, Petrozzi S, Dunn I J

机构信息

Chemical Engineering Department, ETH, 8092 Zurich, Switzerland.

出版信息

Biotechnol Bioeng. 1988 Aug 20;32(5):677-88. doi: 10.1002/bit.260320513.

DOI:10.1002/bit.260320513
PMID:18587769
Abstract

A biofilm fluidized sand bed column reactor (14 L) has been operated in the three-phase mode on a soluble glucose-yeast hydrolysate substrate in which the biofilm-sand phase (1-2.5 L) was suspended by direct aeration of the bed. Within two weeks a tight biofilm was formed whose activity resulted in a 90% reduction, with loads of 10.7 kg TC/m(3)day. The residence time was 1 h. The biofilm remained intact during operation with high residence times (up to 23 h) over three weeks. Oxygen transfer coefficients varied with aeration rate and sand quantity between 0.02 and 0.04 s(-1) during non growth conditions; they decreased with increasing amounts of clean sand and were higher and relatively independent of the sand fraction with biofilm-covered sand. Aeration rates used in the 14 L reactor were 23-40 L/min (2.4-4.1 cm/s) and were sufficient to suspend 78-92% f the biofilm-covered sand. Clean sand was 50-75% suspended. Oxygen uptake rates varied between 15.4 and 23.1 mol/m(3) h.

摘要

一个生物膜流化床砂床柱式反应器(14升)以三相模式运行,以可溶性葡萄糖 - 酵母水解产物为底物,通过直接对床层曝气使生物膜 - 砂相(1 - 2.5升)保持悬浮状态。在两周内形成了紧密的生物膜,其活性使负荷为10.7千克总碳/立方米·天的情况下,去除率达到90%。停留时间为1小时。在长达三周的高停留时间(长达23小时)运行期间,生物膜保持完整。在非生长条件下,氧传递系数随曝气速率和砂量的变化在0.02至0.04秒⁻¹之间;随着清洁砂量的增加而降低,对于覆盖有生物膜的砂,氧传递系数较高且相对独立于砂的粒径。14升反应器中使用的曝气速率为23 - 40升/分钟(2.4 - 4.1厘米/秒),足以使78 - 92%的覆盖有生物膜的砂保持悬浮状态。清洁砂的悬浮率为50 - 75%。氧吸收率在15.4至23.1摩尔/立方米·小时之间变化。

相似文献

1
Operation of a three-phase biofilm fluidized sand bed reactor for aerobic wastewater treatment.用于好氧废水处理的三相生物膜流化砂床反应器的运行
Biotechnol Bioeng. 1988 Aug 20;32(5):677-88. doi: 10.1002/bit.260320513.
2
Packed- and fluidized-bed biofilm reactor performance for anaerobic wastewater treatment.用于厌氧废水处理的填充床和流化床生物膜反应器性能
Biotechnol Bioeng. 1988 Jul 5;32(2):159-73. doi: 10.1002/bit.260320206.
3
Biofilm reactors: an experimental and modeling study of wastewater denitrification in fluidized-bed reactors of activated carbon particles.生物膜反应器:活性炭颗粒流化床反应器中废水反硝化的实验与模型研究。
Biotechnol Bioeng. 1992 Aug;40(5):625-33. doi: 10.1002/bit.260400510.
4
Methanotrophic attached-film reactor development and biofilm characteristics.甲烷营养型附着膜生物膜反应器的开发及生物膜特性。
Biotechnol Bioeng. 1992 Dec 5;40(10):1218-32. doi: 10.1002/bit.260401012.
5
Hydrodynamic characteristics in aerobic biofilm reactor treating high-strength trade effluent.处理高强度工业废水的好氧生物膜反应器中的水动力特性
Appl Biochem Biotechnol. 1997 Spring;63-65:669-76. doi: 10.1007/BF02920466.
6
Formation and growth of heterotrophic aerobic biofilms on small suspended particles in airlift reactors.气升式反应器中悬浮小颗粒上异养需氧生物膜的形成与生长
Biotechnol Bioeng. 1994 Aug 20;44(5):595-608. doi: 10.1002/bit.260440506.
7
Performance evaluation of various aerobic biological systems for the treatment of domestic wastewater at low temperatures.各种好氧生物系统处理低温生活污水的性能评估
Water Sci Technol. 2008;58(4):819-30. doi: 10.2166/wst.2008.340.
8
Biofilm detachment mechanisms in a liquid-fluidized bed.液体流化床中的生物膜脱落机制
Biotechnol Bioeng. 1991 Aug 20;38(5):499-506. doi: 10.1002/bit.260380508.
9
Biological denitrification of drinking water using autotrophic organisms with H(2) in a fluidized-bed biofilm reactor.
Biotechnol Bioeng. 1987 Mar;29(4):493-501. doi: 10.1002/bit.260290414.
10
Biofilm development in laboratory methanogenic fluidized bed reactors.
Biotechnol Bioeng. 1989 Feb 5;33(6):687-93. doi: 10.1002/bit.260330605.

引用本文的文献

1
Biological decomposition of dichloromethane from a chemical process effluent.
Biodegradation. 1990;1(4):221-8. doi: 10.1007/BF00119759.