DEEP-BED FILTRATION - ACCUMULATION DETACHMENT MODEL PARAMETERS

被引：26

作者：

ADIN, A ^{[1
]}

REBHUN, M ^{[1
]}

机构：

[1] TECHNION ISRAEL INST TECHNOL,DIV ENVIRONM ENGN & WATER RESOURCES,HAIFA,ISRAEL

来源：

CHEMICAL ENGINEERING SCIENCE | 1987年 / 42卷 / 05期

关键词：

MATHEMATICAL MODELS;

D O I：

10.1016/0009-2509(87)80072-6

中图分类号：

TQ [化学工业];

学科分类号：

0817 ;

摘要：

Bed capacity, expressed in weight of accumulated material per unit of bed volume, and bed hydraulic conductivity, expressed in velocity terms, are suggested to effectively represent bed retention ability and the clogging process in deep-bed filtration. A mathematical relationship between these parameters and the specific deposit was established on the basis of saturated flow in soil equations, some filtration models and experimental results.

引用

页码：1213 / 1219

页数：7

共 32 条

[1]

ADIN A, 1977, J AM WATER WORKS ASS, V69, P444

[2]

ADIN A, 1979, J AM WATER WORKS ASS, V71, P17

[3]

ADIN A, 1978, J ENV ENG DIV-ASCE, V104, P471

[4]

Argaman Y., 1970, J SANIT ENG DIV, V96, P223, DOI [10.1061/JSEDAI.0001073, DOI 10.1061/JSEDAI.0001073]

[5] IS VELOCITY-GRADIENT A VALID TURBULENT FLOCCULATION PARAMETER [J].

CLEASBY, JL .

JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1984, 110 (05) :875-897

[6]

FRENETTE M, 1964, THESIS FS U GRENOBLE

[7]

GHOSH MM, 1985, J AM WATER WORKS ASS, V77, P67

[8]

HANNAH SA, 1966, FLOC STRENGTH MEASUR

[9]

HAUSENBERG I, 1963, EFFECT SIZE WATER ST

[10] FLOW OF SUSPENSIONS THROUGH POROUS MEDIA - APPLICATION TO DEEP FILTRATION [J].

HERZIG, JP ;

LECLERC, DM ;

LEGOFF, P .

INDUSTRIAL AND ENGINEERING CHEMISTRY, 1970, 62 (05) :8-&

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