東華大學圖書館 |

語系: 繁體中文

說明(常見問題)

回圖書館首頁

手機版館藏查詢

登入

回首頁

切換: 標籤 | MARC模式 | ISBD

Geotextiles as biofilm filters in wa...

Yaman, Cevat.

FindBook

Google Book

Amazon

博客來

Geotextiles as biofilm filters in wastewater treatment.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Geotextiles as biofilm filters in wastewater treatment./
作者:	Yaman, Cevat.
面頁冊數:	236 p.
附註:	Source: Dissertation Abstracts International, Volume: 64-04, Section: B, page: 1859.
Contained By:	Dissertation Abstracts International64-04B.
標題:	Engineering, Environmental. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3087160
ISBN:	0496349473

Geotextiles as biofilm filters in wastewater treatment.
Yaman, Cevat.

Geotextiles as biofilm filters in wastewater treatment. - 236 p.

Source: Dissertation Abstracts International, Volume: 64-04, Section: B, page: 1859.

Thesis (Ph.D.)--Drexel University, 2003.

The goal of this dissertation was to develop a best management practice (BMP) treatment method applicable as appropriate to both point and non-point discharges, to produce a predictable effluent quality. A bench scale pilot plant study on the use of geotextile filters as biofilm attachment media in wastewater treatment was conducted at Drexel University. The goal was to produce an effluent of better quality than that required by secondary treatment standards by producing effluent having low concentrations of suspended solids, biochemical oxygen demand, and ammonia, while maintaining a hydraulic loading capacity in excess of that commonly used with conventional sand filters or septic system leaching fields.

ISBN: 0496349473Subjects--Topical Terms:

783782
Engineering, Environmental.

Geotextiles as biofilm filters in wastewater treatment.
LDR:03307nmm 2200325 4500 001 1843289
005 20051010101937.5
008 130614s2003 eng d
020 $a 0496349473
035 $a (UnM)AAI3087160
035 $a AAI3087160
040 $a UnM $c UnM
100 1 $a Yaman, Cevat. $3 1931527
245 1 0 $a Geotextiles as biofilm filters in wastewater treatment.
300 $a 236 p.
500 $a Source: Dissertation Abstracts International, Volume: 64-04, Section: B, page: 1859.
500 $a Adviser: Joseph P. Martin.
502 $a Thesis (Ph.D.)--Drexel University, 2003.
520 $a The goal of this dissertation was to develop a best management practice (BMP) treatment method applicable as appropriate to both point and non-point discharges, to produce a predictable effluent quality. A bench scale pilot plant study on the use of geotextile filters as biofilm attachment media in wastewater treatment was conducted at Drexel University. The goal was to produce an effluent of better quality than that required by secondary treatment standards by producing effluent having low concentrations of suspended solids, biochemical oxygen demand, and ammonia, while maintaining a hydraulic loading capacity in excess of that commonly used with conventional sand filters or septic system leaching fields.
520 $a The project used packed columns containing alternating layers of gravel, sand and geotextile filters. The project was done in four phases. The first two phases screened candidate geotextile types. The next phase was an extended parametric study to determine the appropriate ranges of influential variables. They included the number of geotextile filter layers, the hydraulic loading rate and pattern, and provision for passive re-aeration. A confirmatory final phase was conducted using the best combination of material and operating method variables indicated by the parametric study. These were inserting two layers of continuous filament needlepunched geotextile filters in a granular matrix of decreasing coarseness with depth, maintaining an unsaturated s ubgrade, and twice daily dose and drain application of primary treatment effluent at a net rate of 9.0 gal/day/ft2. The composite filter permeability of 0.9 cm/sec was sustained with little loss. TSS and BOD5 were reduced over 90% to less than 5 mg/l, thus meeting secondary treatment standards. Ammonia was reduced over 90%, meeting most special advanced surface or groundwater treatment standards and the effluent nitrate was at or below 10 mg/l, a commonly applied standard. The geotextile filter column outperformed the control column containing identical granular layers to geotextile filters in all respects.
520 $a The results of this study show that geotextile biofilters can be applied to septic effluents and weather-generated non-point pollution sources. The second recommended usage of geotextile filters would be for stormwater treatment where storm sewer and sanitary sewer are separate.
590 $a School code: 0065.
650 4 $a Engineering, Environmental. $3 783782
650 4 $a Environmental Sciences. $3 676987
650 4 $a Engineering, Civil. $3 783781
650 4 $a Engineering, Sanitary and Municipal. $3 1018731
690 $a 0775
690 $a 0768
690 $a 0543
690 $a 0554
710 2 0 $a Drexel University. $3 1018434
773 0 $t Dissertation Abstracts International $g 64-04B.
790 1 0 $a Martin, Joseph P., $e advisor
790 $a 0065
791 $a Ph.D.
792 $a 2003
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3087160